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RC-07-702Certificate of Occupancy Miami Shores Village 10050 NE 2 Ave, Miami Shores FI, 33138 Tel: 305- 795 -2204 Fax: 305- 756 -8972 Building Inspection Department This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: Permit Type Owner Subdivision/Project Construction Type 10090 NE 12 Avenue Miami Shores FL Location Residential Construction CLAUDIO & MARIA RODRIGUEZ ADDITION 531 SQ FEET Bldg. Permit No. RC-4 -07 -702 Contractor Date Issued Occupancy Not Transferable POST IN A CONSPICUOUS PLACE Building Officials5l proval Norman Bruhn, CB() MIAMI SKYLINE CONSTRUCTION CORP Single Family Inspection Number: INSP - 153033 Scheduled Inspection Date: November 08, 2010 Inspector: Bruhn, Norman Owner: RODRIGUEZ, CLAUDIO & MARIA Job Address: 10090 NE 12 Avenue Project: <NONE> Miami Shores, FL Contractor: MIAMI SKYLINE CONSTRUCTION CORP Building Department Comments ADDITION OF A NEW FAMILY ROOM 531 SQ FT RENOVATION OF KITCHEN BATHROOM AND NEW WINDOWS AND DOORS. NEW CENTRAL A/C I called the owner at 305 - 216 -2224 to request status and left a message. 12/18/08 at 5:05 pm The owner retumed my call and stated he would renew the permits within 30 days. I informed him of my intention to post it ac uncafa 19 -99 -08 Q'40 vassea Failed Correction Needed Re- Inspection Fee November 05, 2010 No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspector Comments CREATED AS REINSPECTION FOR INSP - 45688. No access NB For Inspections please call: (305)762 -4949 Permit Number: RC -4 -07 -702 Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Addition Phone Number 3051216 -2224 Parcel Number 1132050190380 Phone: (305)899 -9696 Page 13 of 17 ADDITION OF A NEW FAMILY ROOM 531 SQ FT RENOVATION OF KITCHEN BATHROOM AND NEW WINDOWS AND DOORS. NEW CENTRAL NC I called the owner at 305-216-2224 to request status and left a message. 12/18/08 at 5:05 pm The owner returned my call and stated he would renew the perrrit. within 30 da c. I informod him.of my intention te pest it as unsafe. _. - -08 9•40 Inspector Comments (#1! r!, , '''l 1 ■ i _% i. ...., Lz 1 r i o P-A Failed Correction Needed Re-Inspection Fee No Additional Inspections can be scheduled re-inspection fee is paid. until 7 Inspection Date: August 24, 2010 Inspector: Dacquisto, David Owner: RODRIGUEZ, CLAUDIO & MARIA Job Address: 10090 NE 12 Avenue Project: <NONE> August 24, 2010 Miami Shores, FL Contractor: MIAMI SKYLINE CONSTRUCTION CORP Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 nspection Number: INSP-150202 Permit Number: RC-4-07-702 Permit Type: Residential Construction Inspection Type: Survey Final Work Classification: Addition Phone Number 305/216-2224 For Inspections please call: (305)762-4949 Parcel Number 1132050190380 Phone: (305)899-9696 Page 1 of 1 40- REVISIONS DATE FB /PG DWN CKD SPOT SURVEY 02/04/09 DATA /COLL AV REC FINAL SURVEY 06/21 /10 SKETCH AV REC J F LOOD ZONE INFORMATION COMMUNITY NUMBER 120652 PANEL NUMBER 0093 J ZONE X BASE FLOOD ELEVATION N/A EFFECTIVE DATE 07/17/95 , APPROVED ZONING DEPT BLDG DEPT SUBJECT TO COMPUANCE WITH ALL FEDERAL STATE AND CO11NTY RULES AND REGULATIONS LOT 1 BLOCK 177 8 1 21.5' ASPHALT PAVEMENT 8.1 ",n 13.6 FIP (1/2") R=25.00' A= 110 °50'39" A= 43.36' FIP (3/4 ") 36.27' COUSINS SURVEYORS & ASSOCIATES, INC. 3921 SW 47TH AVENUE, SUITE 1011 DAVIE, FLORIDA 33314 CERTIFICATE OF AUTHORIZATION : LB # 6448 PHONE (954)680 -9885 FAX (954)680 -0213 ( PROJECT NUMBER : 6243 -09 CLIENT : CLAUDIO RODRIGUEZ / 2 9i / NOTES : LEGEND: CKD CHECKED BY CONC CONCRETE DWN DRAWN BY FB /PG FIELD BOOK AND PAGE SIR SET 5/8" IRON ROD & CAP #6448 SNC SET NAIL AND CAP #6448 FIR FOUND IRON ROD FIP FOUND IRON PIPE FNC FOUND NAIL AND CAP FND FOUND NAIL & DISC P.B. PLAT BOOK M /D.C.R. MIAMI /DADE COUNTY RECORDS B.C.R. BROWARD COUNTY RECORDS WM WATER METER -X- CHAIN LINK/ WOOD FENCE ELEV ELEVATION CBS CONCRETE BLOCK STRUCTURE CALC CALCULATION WPP W000 POWER POLE A/C AIR CONDITIONER 5. UNDERGROUND IMPROVEMENTS NOT SHOWN. FOR THE FIRM, BY: SURVEY DATE : 06/21/10 SKETCH OF SURVEY LAND DESCRIPTION: 1. NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS -OF -WAY, EASEMENTS, OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD. 3. THIS SURVEY WAS DONE SOLEY FOR BOUNDARY PURPOSES AND DOES NOT DEPICT THE JURISDICTION OF ANY MUNICIPAL STATE, FEDERAL OR OTHER ENTITIES. LOT 17, BLOCK 177 OF "REVISED PLAT OF MIAMI SHORES SECTION 8 ", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 43, PAGE 67, OF THE PUBLIC RECORDS OF MIAMI /DADE COUNTY, FLORIDA. 4. THE LAND DESCRIPTION SHOWN HEREON WAS PROVIDED BY THE CLIENT. 6. ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM OF 1929. 7. BENCHMARK DESCRIPTION : MIAMI /DADE COUNTY BENCHMARK B -62 ELEVATION= 8.65' I HEREBY CERTIFY THAT THE "SKETCH OF SURVEY" OF THE HEREON DESCRIBED PROPERTY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS SURVEYED IN THE FIELD UNDER MY DIRECTION IN JUJE, 2010. I FURTHER CERTIFY THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS FOR SURVEYING IN THE STATE OF FLORIDA ACCORDING - TO CHAPTER 61G17 OF THE FLORIDA ADMINISTRATIVE CODE. PURSUANT TO SECTION 472.027, FLORIDA STATUTES. THERE ARE NO ABOVE GROUND ENCROACHMENTS OTHER THAN THOSE SHOWN HEREON, SUBJECT TO THE OUAUFICATIONS NOTED HEREON. RICHARD E. COUSINS r a >- PROFESSIONAL SURVEYOR AND MAPPER FLORIDA REGISTRATION NO. "4188' PROPERTY ADDRESS : 10090 NE 12TH AVENUE SCALE: 1"= 20' SHEET 1 OF 1 Date: October 2. 2010 Village of Miami Shores Building Department 10050 N.E. 2n Avenue Miami Shores, Florida 33138 Re: Rodrigues Residence 10090 N.E. 12 Avenue Miami Shores, Florida 33138 Permit # RC-07 -702 Attn: Building Department, I, Mark A. Campbell Architect, represent the owners of the above referenced property. I inspected the density test preformed at the addition and it exceeded 95% . If any additional information is required please do not hesitate to contact my office. Respectfully submitted, Mark A. Campbell, Architect State of Florida: #0011074 Rodriguez10090ResDensity.Ltr 10 -02 -10 II MAW A. CAMPBELL ARCUEtCT 373 N.E. MID S113T 'r ( MINA S1I EES. FLA. 33135 754.231 S D F 755 - .I I_ FL UC. # AR 0011074 wocwwq i cI 0 6,2O Date: December 22, 2009 Village of Miami Shores Building Department 10050 N.E. 2n Avenue Miami Shores, Florida 33138 Re: Rodrigues Residence 10090 N.E. 12 Avenue Miami Shores, Florida 33138 Permit # RC -07 -702 Attn: Building Department, FL. uc # *R 0011074 I, Mark A. Campbell, having performed and approved the required inspections at the cabana conversion. I hereby attest to the best of my knowledge, belief and professional judgment, the structural and envelope components of the above referenced cabana conversion are in compliance with the approved plans and other approved permit documents. I also attest that to the best of my knowledge, belief and professional judgment, the approved permit plans represent the as -built condition of the structural and envelope component of the said structure. This document is being prepared in accordance with section 307.2 of the Florida Building Code and must be submitted to the Village of Miami Shores Building Department in conjunction with the application for a Certificate of Completion for the above referenced structure. Should you have any questions or need any additional information please do not hesitate to contact me. ark A. Campbell, Architect State of Florida: #0011074 Rodriguez10090ResCO.Ltr 12 -22 -09 3 -RI '9 -9 M iami Shores Viiiage Building Department CERTIFICATE OF OCCUPANCY /COMPLETION CHECK LIST 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Building permit card. Surveys (2 copies) Final as built - Required Items: Elevations of buildings showing all intended setbacks from property lines and other existing structures. Ingress+ Egress, required parking spaces, Wheel stops, stripping, and all paving to exterior. Certificate of Elevation — (Sealed by surveyor). Expiration date required on the form. Certificate of Insulation. Certificate of Soil Treatment (Final treatment- original)1 CHAPTER 2913 -5 TERMITE PROTECTION: "This Building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and lawn as established by the Florida Department of Agriculture and Consumer Services." ealth Department Approval Letter (On septic or private water). I P t2oNier S . ,1C„ Note: If the house is on septic tank, approval letter is required from Health Dpt. 124 21.1 9 Soil Compaction Letter (Density report is required) Final certification letter from the Engineer /Architect (on masonry, trusses, special structure, etc) -Backflow preventor certificate (Required on commercial projects only) Certificate of use. (Recorded in Miami -Dade Clerk of Courts) PLEASE NOTE THAT THE SAME ITEMS ARE REQUIRED FOR TEMPORARY CO • Emergency CO (Without 24 Hrs Processing) Additional fee is $80.00. • Temporary CO (Up to 90 days max) $75.00. • Residential CO fee is $150.00 • Commercial CO is $200.00 I nspection Number: INSP - 150393 Permit Number: RC -4 -07 -702 1 Inspection Date: January 01, 2999 Inspector: Bruhn, Norman Owner: RODRIGUEZ, CLAUDIO & MARIA Job Address: 10090 NE 12 Avenue Project: <NONE> Contractor: MIAMI SKYLINE CONSTRUCTION CORP Building Department Comments ADDITION OF A NEW FAMILY ROOM 531 SQ FT RENOVATION OF KITCHEN BATHROOM AND NEW WINDOWS AND DOORS. NEW CENTRAL A/C I called the owner at 305 - 216 -2224 to request status and left a message. 12/18/08 at 5:05 pm The owner returned my call and stated he would renew the it as unsafe. 12 -22 -08 9:40 Passed Failed Correction Needed Re- Inspection Fee Miami Shores, FL Ad/06 No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Residential Construction Inspection Type: Soil Compaction Letter Work Classification: Addition Phone Number 305/216 -2224 Parcel Number 1132050190380 Inspector Comments ,//e/c-Ad S' �.ea �C� /e/ 3-0,1 elo „, Phone: (305)899 -9696 For Inspections please call: (305)762 -4949 August 24, 2010 Page 1 of 1 Area Represented k-a- j.- 2..Z 0 -- \-. i � :1-Q1 - 0 . TEST NO. ELEVATION PROBE DEPTH DENSITY COUNT MOISTURE COUNT DENSITY RATIO MOISTURE RATIO WET DENSITY (pcf) MOISTURE (pcf) DHY DENSITY (pcf) PERCENT MOISTURE PROCTOR NUMBER PERCENT PROCTOR terra SOUTH FLORIDA GEOTC-GINICRI TOTING / IASPECTIoNSCRIMS PROJECT GENERAL TEST LOCATION CLIENT CONTRACTOR DENSITY DAILY STANDARD ® L ale WORKSHEET DATE 0 — — JOB NO. W/O NO. TECHNICIAN MOISTURE STANDARD PROCTOR DATA % COMPACTION REQUIRED NO. MATERIAL DESCRIPTION MAX. DENS. PC�F 91X OPTIMUM % MOISTURE PROCTOR METHOD NOTE: THIS IS A DRAFT REPORT FOR PRELIMINARY INFORMATION ONLY FINAL SIGNED AND SEALED REPORT TO FOLLOW 2765 Vista Parkway, Suite 10 • West Palm Beach, Florida 33411 (561) 687-8539 • FAX (561) 687-8570 Date: October 2, 2010 Village of Miami Shores Building Department 10050 N.E. 2n Avenue Miami Shores, Florida 33138 Re: Rodrigues Residence 10090 N.E. 12 Avenue Miami Shores, Florida 33138 Permit # RC -07 -702 Attn: Building Department, I, Mark A. Campbell Architect, represent the owners of the above referenced property. I inspected the density test preformed at the addition and it exceeded 95% . If any additional information is required please do not hesitate to contact my office. ly submitted, Mark A. Campbell, hitect State of Florida: #0011074 Rodriguez10090ResDensity.Ltr 10 -02 -10 M4I2K A. CAMPBELL ARCHIECT 373 N.F. %IND SIRFEF ILA M1AM1 SLUES. 11A. 33139 ' 7542318 o r 755 - 7066 FL UC. # AR 0011074 OCT 0 s 20`N *,r ank yot Claudio Rodriguez Miami Skyline Construction Corp. LINE CONSTRUCTION - N CORP. This letter is to request an extension to permit # RC -4 -07 -702. Address 10090 NE 12 ave. Miami Shores, Fl 33138. I have submitted paperwork required to close the permit and it is under review. Yesterday I was asked to file a Certificate of Use. I picked it up today and I will bring to Downtown tomorrow. I had requested an extension, which will expire tomorrow Aug 20th. I understand the Building Dept. may take few more days to review the paperwork submitted. I would like to request a fifteen (15) day extension to give the city and myself enough time to complete the processing of the paperwork and final the IIWd3d ONIk13AO0 3A11031011d H11M DNIa1If19 AO 33Vd NO INSPECTION RECORD Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 INSPECTION REQUESTS: (305)795 -2204 Residential Construction Job Address: aHVD NO a31V3IaNI SY DNIN3d8 01 N31SVI ■ — b 0 Owner's Name: CLAUDIO & MARIA RODRIGUEZ ii3N31SVd ILLUNAVIA N33f1OSIA 8 0 3aVIN 38 11IM NOI133dSNI ON HO J O11Od 3H1 AO 3N rY Y µ NOHII 3H1 NO a3AVldS x " M11:13d SIH1 30031 3ALL0310iid u9X a DISPLAY THIS CARD ON FRONT OF JOB Issue Date: 10/2512007 REQUESTS ARE ACCEPTED DURING 8:30AM - 3:30PM FOR THE FOLLOWING BUSINESS DAY. r, NOLLVii1.3N3d _ 1 1 a.96 NMI A 1 ..86 .2I. 'a9 ONI)10V9 .a86 x ..Z6 'NIW POST ON SITE Permit NO. RC -4 -07 -702 Pennit Type: Residential Construction Work Classification: Addition Expires: 04/22/2008 Parcel #:11320501 Owner's Phone: 305/216 -2224 Total Square Feet 531 Total Job Valuation: $ 50,000.00 10090 12 Avenue NE Miami Shores Village, FL ContractorlS) Phone Primary Contractor PRK I SATURDAY, MIAMI SKYLINE rOI'rSTRUCTION C 305 - 754-2700 Yes 1 �s� 0 i3 AM s:gq N W• r S A ®,��,6 ON D A ,i� �IOLgp ()! y-S "4 ' -rD "WARNING TO OWNER: YOUR FAILURE TO RECOIA NOTICE- OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE MFOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." • NO INSPECTION WILL BE MADE UNLESS PERMIT CARD IS DISPLAYED AND APPROVED PLANS ARE READILY AVAILABLE STRUCTURAL 2nd 2nd Columns 2nd I Po alt Truss, Truss, FI Store , Bw 'A LULJ MIME WZ- rni %:� • STRUCTURAL INSPECTION TYPE Window Installation ,;Door Installation Framing Insulation Drywall Sidewalk Tin Ca 5 Drive _. Storm =' _ Pool Steel Pool / Patio INSPECTOR DATE 147 INSPECTION RECORD WORK MUST BE COMPLETED PRIOR TO REQUESTING INSPECTIONS 24 HOUR NOTICE FOR ALL INSPECTIONS Work is allowed Monday through Saturday 7:30 A.M. to 6:00 P.M. ' No work is allowed on Sundays or Holidays MECHANICAL ensate : n -Aire ( Duct augh Pipe Exhaust Fan Rough Hood Rough Pool Heat Pump Fire Dampers place Ven r-, m Pipe Pipe Final 'Equipment Anchor Suppression Test Tuct Detector Ventilation Pressure Test Pow PLUMBING PPM IN � � l 11111■ Rough ounc R ELECTRICAL FINAL INSPECTION TYPE Temporary Pole Footer Grounding Service T V. Prewire Intercom Prewire Phone Prewire T.V. Final One Fi nal Day rem ooi Slab m Prewire kier mm 1 111Eli 111111111111M1 magrummen Humid= FINAL INSPEC�IONS CAL •r 95 04 INSPECTION REQUES `'� ARE AC '' DURING THE HOURS OF 8:30 AM TO e ' : ' INSPECTIONS THE FOLLOWING BUSINESS DAY. CERTIFICATE OF OCCUPANCY MUST BE SECURED BEFORE THIS BUILDING CAN BE USED FOR ANY PURPOSE DO NOT REMOVE THIS CARD BEFORE COMPLETION OFFICE PHONE NUMBER: 305- 795 -2204 ADDITION OF A NEW FAMILY ROOM 531 SQ FT RENOVATION OF KITCHEN BATHROOM AND NEW WINDOWS AND DOORS. NEW CENTRAL NC I called the owner at 305 - 216 -2224 to request status and left a message. 12/18/08 at 5:05 pm The owner returned my call and stated he would renew the p ^rmit^ within 30 days. I informod hires of my ieteltioa ta4sect it as unsa 2 -08 9:40 Inspector Comments ma _'.z Passe • ' ( Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Number: INSP- 150202 Permit Number: RC -4 -07 -702 1 Inspection Date: August 24, 2010 Inspector: Dacquisto, David Owner: RODRIGUEZ, CLAUDIO & MARIA Job Address: 10090 NE 12 Avenue Project: <NONE> Miami Shores, FL Contractor: MIAMI SKYLINE CONSTRUCTION CORP Building Department Comments August 24, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: Survey Final Work Classification: Addition Phone Number 305/216 -2224 Parcel Number 1132050190380 Phone: (305)899 -9696 Page 1 of 1 REVISIONS DATE FB /PG DWN CKD , SPOT SURVEY 02/04/09 DATA /COLL AV REC FINAL SURVEY 06 /21 /10SKETCH AV REC / FLOOD ZONE INFORMATION COMMUNITY NUMBER 120652 PANEL NUMBER 0093 J ZONE X BASE FL000 ELEVATION N/A ` EFFECTIVE DATE 07/17/95 APPROVED ZONING DEPT BLDG DEPT sialECT TO COMPUN10E wfHAL FEDERAL STATE AND COHN'6V num AND REGULATIONS FIP (1/2") R= 25.00' d =110 °50'39" A= 43.36' FIP (3/4 ") LOT 1 BLOCK 177 V 0 et , to ° 00 44 b. 9 21.5' ASPHALT PAVEMENT / / 9 •i 9i / NOTES : LEGEND: CKD CHECKED BY CONC CONCRETE DWN DRAWN BY FB /PG FIELD BOOK AND PAGE SIR SET 5/8" IRON ROD & CAP #6448 SNC SET NAIL AND CAP #6448 FIR FOUND IRON ROD FIP FOUND IRON PIPE FNC FOUND NAIL AND CAP FND FOUND NAIL & DISC P.B. PLAT BOOK M /D.C.R. MIAMI /DADE COUNTY RECORDS B.C.R. BROWARD COUNTY RECORDS WM WATER METER —X— CHAIN UNK/ WOOD FENCE ELEV ELEVATION CBS CONCRETE BLOCK STRUCTURE CALC CALCULATION WPP WOOD POWER POLE A/C AIR CONDITIONER 1. NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS —OF —WAY, EASEMENTS, OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD. 3. THIS SURVEY WAS DONE SOLEY FOR BOUNDARY PURPOSES AND DOES NOT DEPICT THE JURISDICTION OF ANY MUNICIPAL, STATE, FEDERAL OR OTHER ENTITIES. 4. THE LAND DESCRIPTION SHOWN HEREON WAS PROVIDED BY THE CUENT. 5. UNDERGROUND IMPROVEMENTS NOT SHOWN. 6. ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM OF 1929. 7. BENCHMARK DESCRIPTION : MIAMI /DADE COUNTY BENCHMARK B -62 ELEVATION= 8.65' I HEREBY CERTIFY THAT THE "SKETCH OF SURVEY" OF THE HEREON DESCRIBED PROPERTY I5 TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS SURVEYED IN THE FIELD UNDER MY DIRECTION IN JUJE, 2010. I FURTHER CERTIFY THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS FOR SURVEYING IN THE STATE OF FLORIDA ACCORDING TO CHAPTER 61G17 OF THE FLORIDA ADMINISTRATIVE CODE. PURSUANT TO SECTION 472.027, FLORIDA STATUTES. THERE ARE NO ABOVE GROUND ENCROACHMENTS OTHER THAN THOSE SHOWN HEREON, SUBJECT TO THE QUAUFICATIONS NOTED HEREON. FOR THE FIRM, BY: SURVEY DATE : 06/21/10 SKETCH OF SURVEY LAND DESCRIPTION: LOT 17, BLOCK 177 OF "REVISED PLAT OF MIAMI SHORES SECTION 8 ", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 43, PAGE 67, OF THE PUBUC RECORDS OF MIAMI /DADE COUNTY, FLORIDA. RICHARD E. COUSINS PROFESSIONAL SURVEYOR AND MAPPER FLORIDA REGISTRATION NO. 4188 COUSINS valv SURVEYORS & ASSOCIATES, INC. 3921 SW 47TH AVENUE, SUITE 1011 DAVIE, FLORIDA 33314 CERTIFICATE OF AUTHORIZATION : LB # 6448 PHONE (954)680 -9885 FAX (954)680 -0213 ( PROJECT NUMBER : 6243 - 09 ) CLIENT : CLAUDIO RODRIGUEZ PROPERTY ADDRESS : 10090 NE 12TH AVENUE SCALE: 1"= 20' SHEET 1 OF 1 ADDITION OF A NEW FAMILY ROOM 531 SQ FT RENOVATION OF KITCHEN BATHROOM AND NEW WINDOWS AND DOORS. NEW CENTRAL A/C I called the owner at 305 - 216 -2224 to request status and left a message. 12/18/08 at 5:05 pm The owner returned my call and stated he would renew the pormitc within 30 days. I informod bim of intention to pest it as unsafe. 12 -22 -08 9:40 Passed � 7 a ::7 Inspector Comments J - ,at b f�.J >r 4 �,� ,� „rr ' GF" ,• lr ". c Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until ''S nspection Number: INSP - 150369 Permit Number: RC -4 -07 -702 1 Inspection Date: August 24, 2010 Inspector: Bruhn, Norman Owner: RODRIGUEZ, CLAUDIO & MARIA Job Address: 10090 NE 12 Avenue Miami Shores, FL Project: <NONE> Contractor: MIAMI SKYLINE CONSTRUCTION CORP Building Department Comments August 24, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: F. Elevation Certificate Work Classification: Addition Phone Number 305/216 -2224 Parcel Number 1132050190380 Phone: (305)899 -9696 Page 1 of 1 B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone 12025C 0093 J Date Effective/Revised Date Zone(s) AO, use base flood depth) 09/11/09 09/11/09 X N/A , ' U.S. DEPARTMENT OF HOMELAND SECURITY Federaielnergency Management Agency National Flood Insurance Program Al. Building Owner's Name Claudio Rodriguez A2. Building Street Address (including Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 10090 NE 12th Avenue PA/. 62e43-0 a) b) c) d) e) f) 9) h) City Miami Shores State FL ZIP Code 33138 A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) A5. Latitude /Longitude: Lat. 25d52'06 "N Long. 80d10'22 "w A6. Attach at least 2 photographs of the building if the Certificate is being used A7. Building Diagram Number 8 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 2226 sq ft b) No. of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 9 c) Total net area of flood openings in A8.b 1372 sq in d) Engineered flood openings? IN Yes ❑ No Check here if comments are provided on back of form. Certifier's Name RICHARD E COUSINS Address 3921 SW 47'" AVENUE, # 1011 City DAVIE FEMA Form 81 -31, Mar 09 ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -9. SECTION A - PROPERTY INFORMATION A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Lot 17, Block 177 of "MIAMI SHORES SECTION 8- REV, P.B. 43, PG. 67, M/D.C.R. Residential Horizontal Datum: ❑ NAD 1927 e NAD 1983 to obtain flood insurance. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION A9. For a building with an attached garage: a) Square footage of attached garage 801 sq ft b) No. of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A9.b 0 sq in d) Engineered flood openings? ❑ Yes No B1. NFIP Community Name & Community Number Miami Shores 120652 B2. County Name MIAMI /DADE B3. State FL B10. Indicate the source of he Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile 0 FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item B9: 0 NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ►4 No Designation Date ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ► Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones Al A30, AE, AH, A (with BFE), VE, V1 V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 A30, AR/AH, AR/AO. Complete Items C2.a -h below according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized B- 62Vertical Datum 1929NGVD Conversion/Comments N/A Top of bottom floor (including basement, crawlspace, or enclosure floor) 9.8 Top of the next higher floor 10.3 Bottom of the lowest horizontal structural member (V Zones only) N/A. Attached garage (top of slab) 8.2 Lowest elevation of machinery or equipment servicing the building 8.6 (Describe type of equipment and location in Comments) Lowest adjacent (finished) grade next to building (LAG) 7.2 Highest adjacent (finished) grade next to building (HAG) 9.2 Lowest adjacent grade at lowest elevation of deck or stairs, including 8.3 structural support feet feet ❑ feet feet feet o ® feet feet ® feet Check the measurement used. ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on This Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? e Yes ❑ No License Number 4188 Title LAND SURVEYOR & MAPPER Company Name COUSINS SURVEYORS & ASSOCIATES, INC. See reverse side for continuation. State FL ZIP Code 33314 Signature 12 4)44.014_, A /l Date 06/25/10 Telephone 954 -680 -9885 OMB No. 1660 -0008 Expires March 31, 2012 PLACE SEAL �� HERE 'PM 4t st 04/v. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 10090 NE 12th Avenue City Miami ShoresState FL ZIP Code 33138 Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments MIAMI DADE COUNTY BENCHMARK # B-62, ELEVATION = 8.65'; LATITUDE AND LONGITUDE WAS OBTAINED BY OUR GPS STREET FINDER INSTALLED IN OUR TRUCKS AND VERIFIED BY THE GOOGLE EARTH PROGRAM. A/C= 8.56'. C.O.R = 9.22' Signature p e Date 06/25/10 ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6 -9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8-9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and /or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address Signature Comments SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION City Date Telephone State ZIP Code rl Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA - issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4-G9) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance /Occupancy Issued G7. This permit has been issued for ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum G10. Community's design flood elevation ❑ feet ❑ meters (PR) Datum Local Official's Name Community Name Signature Comments ❑ Check here if attachments FEMA Form 81 -31, Mar 09 Title Telephone Date Replaces all previous editions Building Street Address (including Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 10090 NE 12th Avenue City Miami Shores State FL ZIP Code 33138 For Insurance Company Use: Policy Number Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View "; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page on the reverse. DATE TAKEN 06/21/10 DATE TAKEN 06/21/10 Building Photographs See Instructions for Item A6. 21/06/2010 I nspection Number: INSP - 150370 Permit Number: RC -4 -07 -702 Inspection Date: August 24, 2010 Inspector: Bruhn, Norman Owner: RODRIGUEZ, CLAUDIO & MARIA Job Address: 10090 NE 12 Avenue Miami Shores, FL Project: <NONE> Contractor: MIAMI SKYLINE CONSTRUCTION CORP Building Department Comments August 24, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 ADDITION OF A NEW FAMILY ROOM 531 SQ FT RENOVATION OF KITCHEN BATHROOM AND NEW WINDOWS AND DOORS. NEW CENTRAL NC I called the owner at 305 - 216 -2224 to request status and left a message. 12/18/08 at 5:05 pm The owner returned my call and stated he would renew the pormits with' iflaof Ito it as unsafe. 12 -22 -08 9:40 Passed /, ,A6 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: F. Insulation Certificate Work Classification: Addition Phone Number 305/216 -2224 Parcel Number 1132050190380 Phone: (305)899 -9696 Page 1 of 1 MIAMI SKYLINE CONSTRUCTION CORP. INSULATION CERTIFICATE Project: Rodriguez Residence Address: 10090 NE 12 ave. Miami Shores, F133138. Date: August 12, 2009 This letter is to certify that the following insulation was installed at the above mentioned address: - Exterior walls: R- 5 - Ceilings: R- 30 Miami Skyline Construction Corp. 609 NE 127 St. North Miami, Florida 33161 Ph: (305)899 -9696 Fax: (305)899 -8840 ADDITION OF A NEW FAMILY ROOM 531 SQ FT RENOVATION OF KITCHEN BATHROOM AND NEW WINDOWS AND DOORS. NEW CENTRAL A/C I called the owner at 305 - 216 -2224 to request status and left a message. 12/18/08 at 5:05 pm The owner returned my call and stated he would renew the it as unsafe. 12 -22 -08 9:40 Passe5j �� Inspector Comments i s � � '�` .". /J Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. unti fr spection Number: INSP -45665 Permit Number: RC -4 -07 -702 J Inspection Date: August 24, 2010 Inspector: Bruhn, Norman Owner: RODRIGUEZ, CLAUDIO & MARIA Job Address: 10090 NE 12 Avenue Project: <NONE> Contractor: MIAMI SKYLINE CONSTRUCTION CORP Building Department Comments August 24, 2010 Miami Shores, FL Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: Termite Letter Work Classification: Addition Phone Number 305/216 -2224 Parcel Number 1132050190380 Phone: (305)899 -9696 Page 1 of 1 Date of Treatment(s): 07/09/10 Ship Shape Pest Control 4624 Powerline Rd Deerfield Beach, Fl 33073 Phone: (954) 429 -9906 Fax: (954) 429 -9907 Toll Free Number: (800) 543 -1319 www.pestdepot.com This notice is regarding the property located: 10090 NE 12 Avenue, Miami Shores, FL The addition to this structure (sidewalks) has received a treatment for the prevention of subterranean termites. The building has received a compliance treatment for the prevention of subterranean termites. Treatment is in accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services. If you have any questions or concerns please feel free to contact us at the number above. Alan Kravitsky Ship Shape Pest Control New Construction Subterranean Termite Soil Treatment Record This form is completed by the licensed pest Control Company Public reporting burden for the collection of Information is estimated to average 15 minutes per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. This information is mandatory and is required to obtain benefits. HUD may not collect this information, and you are not required to complete this form, unless it displays a current valid OMB control number. Section 24 CFR 200.B20d(b)(3) that the sites for HUD insured structures must be free of termite hazards. This information collection requires the builder to certify that an authorized Pest Control company performed all required treatment for termites, and that the builder guarantees the treated area against infestation for one year. Builders, pest control companies, mortgage lenders, homebuyers, and HUD as a record of treatment for specific homes will use the information collected. The information is not considered confidential. This report is submitted for information purposes to the builder on proposed (new) construction cases when soil treatment for prevention of subterranean termite infestation is specified by the builder, architect, or required by the lender, architect, FHA or VA. All contracts for services are between the Pest Control Operator and builder unless stated otherwise. Section 1: General Information (Treating Company Information) Company Name: Ship Shape Pest Control Company Address: 4624 N. Powerline Road City: Pompano Beach State: FL Zip: 33073 Company Business License No.: JB123241 Company Phone No.: 954 -429 -9906 FHANA Case No. (if any): Section 2: Builder Information Company Name: Phone No.: Section 3: Property Information: Location of Structure(s) (Street Address, or Legal Description, City, State and Zip): Address: 10090 NE 12th Ave City: Miami Shores State: FL Zip 33138 Type of Construction: (More than one box may be checked): ❑ Slab ❑ Basement ❑ Crawl ❑ Other Approximate Depth of Footing: Outside Inside Type of Fill Section 4: Treatment Information Date(s) of Treatment(s): 07/09/10 Brand Name of Product(s) Used: Permise EPA Registration No.: 432 -1331 Approximate Final Mix Solution %: 0.05% Approximate Size of Treatment Area: Sq ft.: 625 Linear Ft: Linear ft of Masonry Voids: Approximate Total Gallons of Solution Applied: 65 Gals Was treatment completed on exterior? X Yes ❑ No Service Agreement Available: X Yes ❑ No Note: Some state laws require service agreements to be issued. This form does not preempt state law. Attachments (List): Comments: Name of Applicator(s): Certification No (if required by State law): The applicator has used a product in a «. regulations. Authorized Signature: Form NPCA -99 -A may still be used OMB Approval No. 2502 -0525 (exp) 11/30/2008) the product label and state requirements. All treatment material and methods used comply with state and federal Date: Waming: HUD will prosecute false claims and statements. Conviction may result in criminal and/or civil penalties (18 U.S.C. 1001, 1010, 1012; 31 U.S.C. 3729, 3082 Form HUD - NPCA -B (11/30/08) let us steer you in the RIGHT direction" £ S/1Y 1 i n -C, BILLLwREETADDRESS e (-4° _63- CITY ❑ RESIDENTIAL SHIP SHAPE PEST CONTROL ❑ COMMERCIAL 4624 Powerline Road, Deerfield Beach, FL 33073 Phone: 954-933 -0782 • Fax: 954- 933 -0784. 1- 800 -543 -1319 Certified Environmental Inspectors And Remediation Specialists Balancing Life in The Soil • The Foundation of Life "Intelligent Termite Control" TERMITE CONTROL SERVICE AGREEMENT STATE ZIP CODE BUSINESS PHONE SERVICE PHONE METHOD OF PAYMENT Le Payment upon completion ❑ Terms - Stated Below ❑ At Closing - Title Co. T ❑ Title Co. Add F ❑ 50% deposit Terms SHIP SHAPE PEST CONTROL IS HEREBY AUTHORIZED TO TREAT THE PREMISES DESCRIBED ABOVE FOR THE CONTROL OF: ❑ DRYWOOD TERMITES ❑ Control of ❑ � SUBTERRANEA TERMITES ❑ Presumptive Evidence of � ® / OTHER X 71 \ V ❑ Prevention of ❑ FUMIGATION ❑ Clean Heat ❑ LOCALIZE TREATMENT SERVICE AGREEMENTS: ❑ LIFETIME RE- TREATMENT RENEWABLE SERVICE AGREEMENT ❑ 5 YEAR RENEWABLE SERVICE AGREEMENT ❑ NO GUARANTEE ISSUED ❑ 1 YEAR GUARANTEE LIMITED ❑ DAMAGE GUARANTEE ADDITIONAL $ Ship Shape Pest Control will retreat the structure(s) for covered Termites at no cost to the customer should an infestation be found. Buyer agrees to pay a late charge the greater of $25.00 or 10% of the amount of any installment which is not paid within 10 days of the due date. In case of default in the payment of any installment for more than 30 days Ship Shape Pest Control, or its assignee may elect to declare the entire balance to be immediately due and payable together with all costs of collections including reasonable attomey's fees. OPTIONAL - AFTER 1ST YEAR CONTINUOUS PROTECTION AGREEMENT Annual Renewal payment is currently $ plus tax where applicable. Ship Shape Pest Control reserves the rightg to change the renewal amount at any time without prior notice or terminate this agreement if terms and conditions are not complied with. A transfer fee of $35 will be charged to transfer this agreement. Change in Law: In the event of a change in applicable Federal, State or Local Law, material in the manner in which Ship Shape Pest Control delivers its services or discharges its obligations under this agreement, Ship Shape Pest Control reserves the right to Increase the Annual Renewal Fee, without the above mentioned limitation or terminate this agreement A NOTICE OF THIS TREATMENT HAS BEEN AFFIXED TO THE FUSE BOX OR HOT WATER TANK UNL SS OTHERWISE INDICATED. DATE OF TREATMENT 0 "i- /0 LIMITED RE- TREATMENT ONLY GUARANTEE NAME f . oQgo VUE (z ' Ake S EETA DRESS 1`h t rr i CITY STATE www.wholesaletermite.com / www.wholesalefumigation.com ENVIRONMENTAL Assessment Association Intelligent Pest Control ZIP CODE TYPE / NUMBER STRUCTURES DEV: GRID LOC: 1. Initial Treatment Price $ 35 2. Other Fees $ 3. Tax $ 4. Total Price $ 5. Less Cash Downpayment $ 2 6. Unpaid Balance Due $ )33' (to be paid as stated below) 1. THIS CONTRACT CONTAINS EXCLUSIONS, LIMITATIONS AND DISCLAIMERS LISTED ON THE REVERSE SIDE. 2. YOU, THE BUYER, MAY CANCEL THIS TRANSACTION ANY TIME PRIOR TO MIDNIGHT OF THE THIRD (39 BUSINESS DAY AFTER THE DATE OF THIS TRANSACTION. 3. YOU ARE ENTITLED TO AN EXACT, EXECUTED COPY OF THIS AGREEMENT. 4. ALL OR PART OF THIS WORK MAY BE SUBCONTRACTED TO A CERTIFIED AND LICENSED COMPANY. Accepted PRINT NA SIGN BUYER OR YEWS AUTHORIZED AGENT SIGNATURE SHIP? PE "CO * Notice of Treatment or inspection has been affixed Comments: PHONE: 954- 933 -0782. 1- 800 -543 -1319 GENERAL TERMS AND CONDITIONS By specific reference hereto, the Purchaser understands that General Terms and Conditions are hereby made a part of the Service Order and apply without exception. Purchaser further understands that their signature on this Agreement accepts the terms offered by Ship Shape Pest Control, hereby referred to as The Company". for good and valuable consideration receipt of which is hereby acknowledged. 1. If moisture and/or structural conditions which are conducive to Subterranean Termites are subsequently found to exist without ground contact, then The Company shall be relieved of any and all liability. 2. Structural or mechanical defects which result in water leakage In interior areas or through the roof or exterior walls of the premises may destroy the effectiveness of The Company's treatment, thereby permitting infestation to continue after the date of initial treatment If such a condition Is discovered it is agreed that the customer will be responsible for making such repairs as are necessary to correct the structural or mechanical defed(s) immediately upon discovery of such defect. Should a re-treatment of any affected area(s) be needed, the expensed such wN be charged to the customer as a condition of a continuation of the wara nty.or warranty may be terminated unless full retreatment is purchased by purchaser 3. The Company's liability shall be terminated should The Company be prevented from fulfilling its responsibilities under the terms of this Service Order or the Guaranty by reason of Acts of War, whether decared or undeclared, Acts of any duly constituted Government Authority, strikes or Acts of God. 4. This Agreement covers the premises diagramed on the Graph and Specifications sheet as of the date of actual treatment, and in the event the premises are structurally modified. altered or otherwise changed after the date of initial treatment. this Agreement shall terminate unless a prior written agreement shall have been entered into by the Purchaser for The Company unless alteration or changes be in writing and executed by a corporate officer of The Company under the corporate seal. 5. It is understood and agreed between the parties that this Contract. the Graph and Spec'if'ication Sheets which bear this Contract Number and. upon issuance. the Guaranty constitute the complete agreement between parties and that said agreement may not be changed or altered in any manner oral or otherwise. by any representative of The Company unless alteration of change be in writing and executed by a corporate officer of The Company under the corporate seal. 6. This Agreement is a limited control guarentee, which is limited to re- treatment only. The company shall not be liable for any consequential damage as a result of treatment to the subject property. Re- inspection will be done if requested or will be done annually at the time of renewal 7. It is understood and agreed between the parties that should it be necessary for The Company to institute legal proceedings to recover damages from the Purchaser for the breach of this Agreement or for non - payment under its terms the Purchaser shall be responsible for and shall pay all of The Company's attorney's fees, court costs, pre and post judgment interest and any and all collection fees. 8. Payment shall be made within thirty (30) days from the date of services rendered. Any account with an unpaid balance at the end of said term witi be charged interest on the unpaid portion of the rate of 1.5% (one and one half percent) interest per month until such time the account has been paid in full. 9. It is understood and agreed between the parties that the Purchaser's signature on this agreement acknowledges notice of lien on the structure(s) which form the subject matter of this agreement, in the event that legal or collection measures are necessary to enforce the terms of this agreement. 10. The Company's Liability under this contract shall terminate when access to the premises for the purpose of carrying out the terms and conditions of the contract is refused by the Purchaser or its agent. 11. The Company will exercise reasonable care in its treatment procedures but will not accept responsibility for broken roof tiles. gutter. solar heater. landscape foliage. puncture and subsequent leakage of undetectable buried or hidden water pipes. electrical conduits. TV cables and NC or Heating ducts or plumbing. or any other inadvertent damage occasioned by properly performed procedures. 12. Not withstanding that the serviced property is the subject of real estate transfer, refinance. etc., payment for services rendered shall be made with- in the stated time. 13. This agreement shall be governed by the laws of the State of Flonda and venue with respect to any legal action to enforce, interpret or otherwise deal with any provision hereof shall be maintained exclusively in Broward and Palm Beach Counties. Florida. 14. All or part of this work may be contracted to a Certified and Licensed Company. 15. Postponement of job 'must be received by 9:00 am of the prior day pnor to the date of the scheduled job. Fee for postponement without required notice: 20% of fumigation fee. 16. SUBTERRANEAN TERMITE WARRANTY DOES NOT INCLUDE FORMOSAN TERMITE TREATMENT (COPTOTERMES FORMOSANUS) UNLESS SPECIFICALLY NOTED ON THE FRONT OF THIS CONTRACT. SUBTERRANEAN TERMITE LIMITED CONTROL GUARANTEE SUBJECT TO THE GENERAL TERMS AND CONDITIONS. THE COMPANY WILL ISSUE A LIMITED CONTROL GUARANTEE AND, AT NO EXTRA COST. APPLY ANY NECESSARY ADDITIONAL TREATMENT TO THE PREMISES IF RE- INFESTATION IS FOUND THEREIN DUR- ING THE PERIOD OF THE GUARANTEE. THE PURCHASER FURTHER UNDERSTANDS THAT THE COMPANY'S LIABILITY UNDER THIS AGREEMENT IS LIMITED TO RETREATMENT ONLY AND IS IN NO WAY IMPLIED OR OTHERWISE IS RESPONSIBLE FOR DAMAGES OR REPAIRS TO THE STRUCTURE OR CONTENTS DRYWOOD TERMITE, POWDER POST BEETLE AND WOOD` BORER LIMITED GUARANTEE (FUMIGATION TREATMENT ONLY) SUBJECT TO THE TERMS AND CONDITIONS THE COMPANY WILL RETREAT THE STRUCTURE FOR THE CONTROL OF DRYWOOD TERMITES OR POWDER POST BEETLES AND WOOD BORERS. AND WILL ISSUE A LIMITED CONTROL GUARANTEE WHICH WILL PRO- VIDE FOR RETREATMENT AT NO EXTRA COST, SHOULD A RE- INFESTATION BE DISCOVERED DURING THE PERIOD THE GUARANTEE IS IN FORCE. COMPANY'S LIABILITY UNDER THIS AGREEMENT IS LIMITED TO RETREATMENT ONLY AND IN NO WAY, IMPLIED OR OTHERWISE. IS RESPONSIBLE FOR DAMAGES OR REPAIRS TO THE STRUCTURE OR CONTENTS. Comments: DIVISION OF Environmental Health Florida Department of Heath Miami -Dade County Health Department OSTDS /Septic Tank Division 7769 NW 48'" St. Suite 175 lJ ` - 1#'7M166 ( FLM Date v ef ' J / OSTDS # ,t 775 Inspector �j /�, `1 Address f �9v / o " b / ' SHIP SHAPE PEST CONTROL PHONE: & INTELLIGENT TERMITE CONTROL (954) 933 -0779 4624 N. Powerline Road, Deerfield Beach, FL 33073 (800) 543 4319 NOTICE OF INSPECTION AND /OR TREATMENT Treatment For: Pesticide Used: Date: 7-9-lo Performed By: Evidence of: Pursuant to Chapter 482, Florida Statues, 482. 6(6), this notice is required to be posted. Any licenses who performs control of any wood - destroying organism shall post notice of said treatment immediately adjacent to the access to the attic or crawl area or other readily accessible area of the property treated. ONCE A YEAR PEST CONTROL SPECIALISTS TERMITE EXPERTS OFFERING THE FOLLOWING SERVICES: TERMITE PREVENTION • RODENT CONTROL • LAWN CARE PROGRAM • TREE /SHRUB PROGRAM $25 -7.7.Z P S H A PE P CO NTROL $251 1 $25.00 OFF 1 1 ANNUAL PEST CONTROL AGREEMENT 1 � $25 (954) 933 -0779 $25 L Must be presented at time of enrollment • Cannot be combined with any other offer • Some restrictions may apply J DO NOT PEEL OFF LABEL BACKING AGENT: PROPERTY ADDRESS: LOT L f ""I L_ CHECKED [X] ; ITEMS ARE NOT TANK INST A LLATION [01] TANKS 4 �; [2] [02] y TANK MATERIAL . a t • g, [93] [03] t OUTLET DEVICE, [04] , MULTI- CHAMBERED N ] [05] t OUTLET FILTER ‘if E [06] < LEGEND ��+ 4 . [07] ' k ?, WATERTIGHT [08] LEVEL [09] DEPTH TO LID DRAINFIELD INSTALLATION [10] AREA [1] � i °[2] ;a SOFT [11] DISTRIBUTION BOX HEADER t" [12] NUMBER OF DRAINLINES [ 1 [ 1 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION INSPECTION AND FINAL APPROVAL FILL / EXCAVATION MATERIAL [ ] [ I"` T,11.4,`AMOWNT [ ] [ [ 1 [ [ ] [ [ 1 [26] SUBDIVISION: �� (� DRAINLINE SEPARATION DRAINLINE SLOPE .i •' DEPTH OF COVER ELEVATION [ABOVE/BELOW] BM SYSTEM LOCATION [ ] [18] DOSING PUMPS [ ] [19] AGGREGATE SIZE [ ] [20] AGGREGATE EXCESSIVE FINES [ ,] [21 ] AGGREGATE DEPTH .. X1 7 IN COMPLIANCE WITH STATUTE OR RULE AND MUST BE CORRECTED. FILL TEXTUR EXCAVATION DEPTH AREA REPLACED REPLACEMENT MATERIAL EXPLANATION OF VIOLATIONS / REMARKS: [ [ ] [ [ 1 CONSTRUCTION SPPROVE [ /DISAPPROVED] FINAL SYSTEM [APPROVEDISAPPROVED]: 4 c. DH 4016 (Page 2), 10/97 (P ?evious Editions May Be Used) Stock Number. 5744-002- 4016 -4 PROPERTY ID #• 1 � SETBACKS [27] SURFACE WATER [28] DITCHES [29] PRIVATE WELLS ,r*. "' I [30] [31] [32] [33] [3 [35] PUBLIC WELLS IRRIGATION WELLS POTABLE WATER LINES BUILDING FOUNDATION PROPERTY LINES OTHER FILLED / MOUND SYSTEM [36] DRAINFIELD COVER [37] SHOULDERS [38] SLOPES [39] STABILIZATION ADDITIONAL INFORMATION ] [40] UNOBSTRUCTED AREA ] [41] STORMWATER RUNOFF ] [42] ALARMS ] [43] MAINTENANCE AGREEMENT ] • [44] BUILDING AREA ] [45] LOCATION CONFORMS WITH SITE PLAN 1 [46] FINAL SITE GRADING ] [47] CONTRACTOR tf r- 1 [48] OTHER ABANDONMENT [ ] [49] - TANK PUMPED L — L- [50] TANK CRUSHED & FILLED _L- 4 � Applts atit , r Iristallet/Contractor PT 3• Budding Departrnent 4 :Pt 4: 4 atth Depa Ghent CHD DATE PERMIT NO. e DATE PAID: FEE PAID: RECEIPT #: FT FT FT FT FT FT FT FT FT CHD DATE I'/' Page2of3 PERMIT NUMBER: Permit tracking number assigned by CHD. APPLICANT: Property owner's full name. AGENT: Property owner's legally authorized representative. MAILING ADDRESS: P.O. Box or street mailing address for applicant or agent. LOT, BLOCK, SUBDIVISION Lot, Block and Subdivision for lot or PROPERTY ID #: 27 character number for property. (property appraiser ID # or GIS location) COUNTY HEALTH DEPARTMENT CHECKS [X] ITEMS NOT IN COMPLIANCE WITH CONSTRUCTION PERMIT AND STATUTE OR RULE. INFORMATION IS COMPLETED BY CHD ON FOLLOWING ITEMS: TANK SIZE (gallons) TANK MATERIAL (concrete, fiberglass, etc) OUTLET FILTER (manufacturer, make, model) LEGEND (manufacturer code) DRAINFIELD AREA (square feet) DISTRIBUTION BOX / HEADER (check box) NUMBER OF DRAINLINES (number installed) SYSTEM ELEVATION (in relation to BM) DOSING PUMPS (number installed) SETBACKS (record actual setbacks in ft) SETBACKS OTHER (as required) STABILIZATION (date stabilized) CONTRACTOR (contractor installing system) ADDITIONAL INFORMATION (as required) ABANDONMENT TANK PUMPED (date) TANK CRUSHED AND FILLED (date) EXPLANATION OF VIOLATIONS: Record item number, explanation of violation, and required CONSTRUCTION APPROVAL: Circle approved or disapproved, CHD signature and date. AS BUILT INSTALLATION SKETCH FINAL APPROVAL: Circle approved or disapproved. CHD signature and date of approval. Final approval shall not be granted until the CHD has confirmed that building construction and lot grading are in substantial compliance with plans and specifications submitted with the permit application. ELEVATION WORKSHEET ELEVATION OF BENCHMARK OR REFERENCE POINT: EXISTING GROUND TOP OF AGGREGATE [ +] SHOT H.I. H.I. H.I. H.I. [ -] SHOT [ -] SHOT [ -] SHOT ELEVATION ADDITION OF A NEW FAMILY ROOM 531 SQ FT RENOVATION OF KITCHEN BATHROOM AND NEW WINDOWS AND DOORS. NEW CENTRAL NC I called the owner at 305 - 216 -2224 to request status and left a message. 12/18/08 at 5:05 pm The owner returned my call and stated he would renew the pormitc within 30 daye. 1 informod him of into44ien to pest it as unsafe. 12 -22 -08 9:40 Inspector Comments =r i � i ' sp f � Passed / t Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. • Inspection Number: INSP -45685 Permit Number: RC -4 -07 -702 I Inspection Date: August 24, 2010 Inspector: Bruhn, Norman Owner: RODRIGUEZ, CLAUDIO & MARIA Job Address: 10090 NE 12 Avenue Miami Shores, FL Project <NONE> Contractor: MIAMI SKYLINE CONSTRUCTION CORP Building Department Comments August 24, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: Final PE Certification Work Classification: Addition Phone Number 305/216 -2224 Parcel Number 1132050190380 Phone: (305)899 -9696 Page 1 of 1 A Date: December 22, 2009 Village of Miami Shores Building Department 10050 N.E. 2 Avenue Miami Shores, Florida 33138 Re: Rodrigues Residence 10090 N.E. 12 Avenue Miami Shores, Florida 33138 Permit # RC -07 -702 Attn: Building Department, Mark A. Campbell, Architect State of Florida: #0011074 Rodriguez10090ResCO.Ltr 12 -22 -09 MARK A. CAMPBELL AMMO 373 N.E. 92ND STMT MIAMI SHIES. 114. 33138 1542318 p f 7584CC6 FL. UC # AR 00@074 I, Mark A. Campbell, having performed and approved the required inspections at the cabana conversion. I hereby attest to the best of my knowledge, belief and professional judgment, the structural and envelope components of the above referenced cabana conversion are in compliance with the approved plans and other approved permit documents. I also attest that to the best of my knowledge, belief and professional judgment, the approved permit plans represent the as-built condition of the structural and envelope component of the said structure. This document is being prepared in accordance with section 307.2 of the Florida Building Code and must be submitted to the Village of Miami Shores Building Department in conjunction with the application for a Certificate of Completion for the above referenced structure. Should you have any questions or need any additional information please do not hesitate to contact me. ADDITION OF A NEW FAMILY ROOM 531 SQ FT RENOVATION OF KITCHEN BATHROOM AND NEW WINDOWS AND DOORS. NEW CENTRAL A/C I called the owner at 305 - 216 -2224 to request status and left a message. 12/18/08 at 5:05 pm The owner returned my call and stated he would renew the pormits within 30 dayc. I informod him of my intontion to poet it as unsafe. 12 -22 -08 9:40 Passed �� Inspector Comments ... r i Y lN` • Y tr.d Lai k. in Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP - 150371 Permit Number: RC -4 -07 -702 1 Inspection Date: August 24, 2010 Inspector: Dacquisto, David Owner: RODRIGUEZ, CLAUDIO & MARIA Job Address: 10090 NE 12 Avenue Project: <NONE> Miami Shores, FL Contractor: MIAMI SKYLINE CONSTRUCTION CORP Building Department Comments August 24, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: Declaration of Use Work Classification: Addition Phone Number 305/216 -2224 Parcel Number 1132050190380 Phone: (305)899 -9696 Page 1 of 1 agree: Sig :-, re and Print Sig and Print STATE OF FLORIDA ) COUNTY OF MIAMI -DADE ) M iami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ..9 : 111111 dill 11111 11111 IIIII IIIII IIlil 1111 PREPARED BY:C f b. 1111 CFN 2010R0565023 DECLARATION OF USE OR 8k 27394 Pe 0021.P (19s) RECORDED 08/20/2010 09:34:37 HARVEY RUVIHe CLERK OF COURT KNOW ALL MEN BY THESE PRES S: MI Atli - DADE COUNTY ? FLORIDA WHEREAS, the undersignedc. ) G" ' €i � ogo 2 is/are the fee simple owners) of the following described property('Property") situated and being in Miami Shores village, Florida: i * (e A r t G 4 } W}. S e 1 ?' Lot(s) Block 1R 3 of 11" s P,11'S gr i - d- S qSubdivision), according to the plat thereof, as recorded in the Plat Book _ ■ T Page of the Public Records of Miami -Dade County, Florida, (address) l D � O C 2 Z e `"� . � ham, — mod -I- WHEREAS, the undersigned owner(s) have sought certain development approval from Miami Shores and are providing this document in consideration thereof 1 3/ and to induce the Village to grant same: NOW, THEREFORE, for good and valuable consideration, the receipt and suffidency of which is acknowledged, the undersigned do(es) hereby declare and 1. That the Property will not be used in violation of any ordinance of Miami Shores village or Miami -Dade County now in effect or hereinafter enacted. 2. That the property will be used for a single family residence only. 3. That he/she will not convey or cause to be conveyed the title to the above property without requiring the successor in title to abide by all terms and conditions set forth herein. FURTHER, the undersigned declare(s) that this covenant is intended and shall constitute a restrictive covenant concerning the use, enjoyment and titre to the above Property and shall constitute a covenant running with the land and shall be binding upon the undersigned, his/her successors andassigns and may only be released by Miami Shores Village, or its successors, In accordance with the codes, rules and regulations of said Village then in effect IN WITNESS WHEREOF, the undersigned has/have caused hand(s) and seal(s) to be affixed hereto on this 1 day of t9 200.\Q WITNE Signature and PripL `Z v d I7 2 r - Signature and Print I HEREBY CERTIFY that on this day personally appeared before me "'�' who is person known to me or has produced (type of identification) as identification and he/she acknowledge that he/she executed the foregoing, freely and voluntarily, for purposestherein expressed. SWORN T • ; ' 5 B RI a be , re on this C I day of N My commission expi UC, STATE OF *FLORIDA STATE OF FLORIDA, COUNTY OF DALE 1 HEREBY CERTIFY that tors r a Aria copy of ,,s arm fed in this officv Am 3 0 / :j4 Say. ,GUS n t 1 c L &f,„iri:y Co:o*'s C. E<< REVISIONS DATE FB /PG DWN CKD SPOT SURVEY 02/04/09 DATA /COLL AV REC • FLOOD ZONE INFORMATION' COMMUNITY NUMBER 120652 PANEL NUMBER 0093 J ZONE X BASE FLOOD ELEVATION N/A • EFFECTIVE DATE 07/17/95 BRICK FACADE LOT 1 BLOCK 177 LOT 16 BLOCK 177 N.E. 101ST STREET 93.73' COUSINS SURVEYORS & ASSOCIATES, INC. 3921 SW 47TH AVENUE, SUITE 1011 DAVIE, FLORIDA 33314 CERTIFICATE OF AUTHORIZATION : LB # 6448 PHONE (954)680 -9885 FAX (954)680 -0213 FI (1/2") 0 HP (1/2") ( PROJECT NUMBER : 6243 -09 CLIENT : CLAUDIO RODRIGUEZ R=25. 00 4= 110 °50'39" A= 43.36' FIP (3/4 ") 36.27' / ‘37. / / h LEGEND: NOTES : CKD CONC DWN FB /PG SIR SNC FIR FIP FNC FND CHECKED BY CONCRETE DRAWN BY FIELD BOOK AND PAGE SET 5/8" IRON ROD & CAP #6448 SET NAIL AND CAP #6448 FOUND IRON ROD FOUND IRON PIPE FOUND NAIL AND CAP FOUND NAIL & DISC , P.B. PLAT BOOK M /D.C.R. MIAMI /DADE COUNTY RECORDS B.C.R. BROWARD COUNTY RECORDS WM WATER METER -X- CHAIN LINK/ WOOD FENCE ELEV ELEVATION CBS CONCRETE BLOCK STRUCTURE CALC CALCULATION WPP WOOD POWER POLE A/C AIR CONDITIONER SPECIFIC PURPOSE SURVEY LAND DESCRIPTION: 1. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS -OF -WAY, EASEMENTS, OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD. 3. THIS SURVEY WAS DONE SOLEY FOR AS BUILT PURPOSES AND DOES NOT DEPICT THE JURISDICTION OF ANY MUNICIPAL, STATE, FEDERAL OR OTHER ENTITIES. LOT 17, BLOCK 177 OF "REVISED PLAT OF MIAMI SHORES SECTION 8 ", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 43, PAGE 67, OF THE PUBUC RECORDS OF MIAMI /DADE COUNTY, FLORIDA. 4. THE LAND DESCRIPTION SHOWN HEREON WAS PROVIDED BY THE CLIENT. 5. UNDERGROUND IMPROVEMENTS NOT SHOWN. 6. ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM OF 1929. 7. BENCHMARK DESCRIPTION : MIAMI /DADE COUNTY BENCHMARK B -62 ELEVATION= 8.65' I HEREBY CERTIFY THAT THE "SPECIFIC PURPOSE SURVEY" OF THE HEREON DESCRIBED PROPERTY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS SURVEYED IN THE FIELD UNDER MY DIRECTION IN FEBRUARY, 2009. I FURTHER CERTIFY THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS FOR SURVEYING IN THE STATE OF FLORIDA ACCORDING TO CHAPTER 61GI7 OF THE FLORIDA ADMINISTRATIVE CODE. PURSUANT TO SECTION 472.027, FLORIDA STATUTES. THERE ARE NO ABOVE GROUND ENCROACHMENTS OTHER THAN THOSE SHOWN HEREON, SUBJECT TO THE QUALIFICATIONS NOTED HEREON. FOR THE FIRM, BY: SURVEY DATE : 02/04/09 RICHARD E. COUSINS PROFESSIONAL SURVEYOR AND MAPPER FLORIDA REGISTRATION NO. 4188 PROPERTY ADDRESS 1 10090 NE 12TH AVENUE J SCALE: 1"= 20' ) SHEET 1 OF 1 ) PERM 7 !/ r 0 Miami Shores Village APPROVED MI 111 A ZONING DEPT MOM /� 11011 BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS MIAMI SKYLINE CONSTRU II CORP. 1.1 ° JUL 0 2 2010 This letter is to request an extension to permit # RC -4 -07 -702. Address 10090 NE 12 ave. Miami Shores, Fl 33138. I was planning to have a final inspection this week, but I found out that it was required to have an as built survey before the inspection. Mentioned survey will be ready in two weeks, but then I will be out of the state for three weeks. I would like to request an extension to August 20, 2010. r Thank you Claudio Rodriguez Miami Skyline Construction Corp. 5OS • nq .(oTto B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone Date Effective/Revised Date Zone(s) AO, use base flood depth) 12025C 0093 J 7 -17 -95 3-2 -94 X N/A U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program Al . Building Owner's Name Claudio Rodriguez ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -8. SECTION A - PROPERTY INFORMATION A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 10090 NE 12 Avenue f) 9) City Miami Shores State FL ZIP Code 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Lot 17, Block 177 of "MIAMI SHORES SECTION 8 - REV", P.B. 43, PG. 67, M/D.C.R. A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) A5. Latitude/Longitude: Lat. 25d52'06"N Long. 80d10'22'W A6. Attach at least 2 photographs of the building if the Certificate is being used A7. Building Diagram Number 8 A8. For a building with a crawl space or enclosure(s), provide a) Square footage of crawl space or enclosure(s) 2226sq ft b) No. of permanent flood openings in the crawl space or enclosure(s) walls within 1.0 foot above adjacent grade 9 c) Total net area of flood openings in A8.b 1372 sq in a) Top of bottom floor (including basement, crawl space, or enclosure floor)_ b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment in Comments) Lowest adjacent (finished) grade (LAG) Highest adjacent (finished) grade (HAG) Residential to obtain flood insurance. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION BI0. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM 0 Community Determined ❑ Other (Describe) SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Certifier's Name RICHARD E COUSINS License Number 4188 Address 3921 SW 47 AVENUE, SUITE 1011 City DAVIE State FL ZIP Code 33314 Signature T7 J 1 r Date 02/04/09 Telephone 954 -680 -9885 Horizontal Datum: ❑ NAD 1927 k : NAD 1983 A9. For a building with an attached garage, provide: a) Square footage of attached garage 0.1 sq ft b) No. of permanent flood openings in the attached garage walls within 1.0 foot above adjacent grade Q c) Total net area of flood openings in A9.b Q B1. NFIP Community Name & Community Number Miami Shores 120652 B2. County Name MIAMI/ DADE 83. State FLORIDA BI 1. Indicate elevation datum used for BFE in Item B9: NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑Yes _∎ No Designation Date ❑ CBRS ❑ OPA C1. Building elevations are based on: ❑ Construction Drawings* ►_ Building Under Construction* ❑ Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones A1-A30, AE, AH, A (with BFE), VE, V1 V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 -A30, AR/AH, AR/AO. Complete Items C2.a -g below according to the building diagram specified in Item Al. Benchmark Utilized B-62 Vertical Datum 1929 Conversion/Comments WA Check the measurement used. Policy Number 9.2 ® feet ❑ meters (Puerto Rico only) 10.3 ® feet ❑ meters (Puerto Rico only) N/A. ❑ feet ❑ meters (Puerto Rico only) 2.2 ® feet ❑ meters (Puerto Rico only) NA. ❑ feet ❑ meters (Puerto Rico only) �.Q ® feet ❑ meters (Puerto Rico only) 8.6 ® feet ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ® Check here if comments are provided on back of form. Title PROFESSIONAL LAND SURVEYOR Company Name COUSINS SURVEYORS & ASSOCIATES, INC OMB No. 1660 -0008 Expires February 28. 2009 For Insurance Company Use: Company NAIC Number sq in IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 10090 NE 12 Avenue City Miami Shores State FL ZIP Code 33138 Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments MIAMI/DADE COUNTY BENCHMARK # B-62, E ATION =8.65' C • ' ' . d' ' Signature C) s Date 02/04/09 1� ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) Is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet 0 meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9 (see_ page 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and /or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. The property owner or owner's authorized representative who competes Sections A, B, and E for Zone A (without a FEMA issued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are coned to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address Signature Comments SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION City Date State ZIP Code Telephone ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA - issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4. -G9.) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: _ ❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum Local Official's Name Community Name Signature Comments Title Telephone Date For Insurance Company Use: Policy Number Company NAIC Number Building Photographs See Instructions for Item A6. Building Street Address (including Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 10090 NE 12`" Avenue City Miami Shores State Fl ZIP Code 33138 For Insurance Company Use: Policy Number Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. DEVELOPMENT ORDER File Number: PZ06 -1130 - 05 Property Address: 10090 NE 12 Ave. Applicant: Maria and Claudio Rodriquez (Owner) Address: 10090 NE 12 Ave. Miami Shores FL 33138 Agent: Mark Campbell Address: 373 NE 92 St Miami Shores FL 33138 Whereas, the applicant Maria and Claudio Rodriquez (Owner) has filed an application for site plan review before the Planning and Zoning Board on the above property. The applicant sought approval as follows: Site Plan Review, Sec. 600: Site plan approval — Addition and partial garage conversion. Whereas, a public hearing was held on November 30, 2006 and the Board, after having considered the application and after hearing testimony and reviewing the evidence entered, finds: 1. The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village. 2. The conditions on the property and the representations made at the hearing merit consideration and are consistent with the requirements of the Land Development Code. The Board requires that all further development of the property shall be performed in a manner consistent with the site plan, drawings, and the conditions agreed upon at the hearing: 1) Applicant to obtain a building permit before commencing work. 2) Applicant to meet all applicable code provisions at the time of permitting. Page 1 of 2 Additionally, the applicant must, satisfy all applicable Miami Shores Village Codes, Miami -Dade County Codes, the applicable building and life safety codes required for development, and provide a copy of the development order to the Building Dept. The application with conditions was passed and adopted this 30 day of November, 2006 by the Planning and Zoning Board as follows: Mr. Abramitis Yes Mr. Ulmer Yes Mr. Reese Yes Mr. Sastre Yes Chairman Fernandez Yes Date Chairman, Planning and Zoning Board Page 2 of 2 PLANNING & ZONING STAFF REPORT PLANNING AND ZONING BOARD HEARING STAFF REPORT: David A. Dacquisto AICP, Director, Planning and Zoning HEARING DATE: November 30, 2006 FILE NUMBER: PZ06- 1130 -05 REPORT DATE: November 1, 2006 ADDRESS: 10090 NE 12 Ave. OWNER/ APPLICANT: Maria and Claudio Rodriquez AGENT: Mark Campbell ZONING: R -25 SUBJECT: Site plan review: Sec. 600: Site plan approval — Addition and partial garage conversion Background The 16,054 sq. ft. lot is the location of a single story residence with an adjusted square footage of 2,949 including two (2) bedrooms and two (2) baths. The applicants propose a partial garage conversion to remodel an existing bathroom and to add an office to an existing garage. A new 531 sq. ft. family room is proposed between the existing garage and residence. The garage will retain space for one car. There is space for a second car on the driveway. The applicant proposes to construct a circular driveway on the parkway and to plant two (2) twelve (12) ft. oak trees. The plan shows the location of a new septic tank and drain field in the front and side yard. The conversion will not increase water usage. Page 1 of 2 Analysis The garage will become part of the main building with the addition of the family room linking it to the residence. The building will meet rear yard setback requirements with the removal of two additions to the garage that do not conform to setback requirements. The proposed site plan is consistent with the technical provisions of the Code. Recommendation Planning and Zoning staff recommends APPROVAL of the site plan with a finding that it is consistent with the technical provisions of the Code. However, the Planning and Zoning Board must make a fmding that the proposed improvements are harmonious with the community, as required in Section 523 of the Code and, in that regard, may add further conditions or delete or modify staff recommended conditions, deny the application, or continue the item for future consideration. Should the board find that the applicant merits approval, staff recommends that the following conditions apply: 1) Applicant to obtain a building permit before commencing work. 2) Applicant to meet all applicable code provisions at the time of permitting. Page 2 of 2 liverini Excellence Every Day" ter Permit No: tractor's Name: Address: 1 Low Slope 0 Asphaltic Shingles El Sprayed Polyurethane Foam rA slope roof area (ft. aSNI COUNTY on go, Aga. w IRC-4:07-702 I Process No: Section A' e b1N3WW03 ONINOZ Roof Category O Mechanically Fastened Tile O Metal Panel/Shingles O Other: Roof Type 4x4 Steep Sloped area (ft. b Total (ft. Section B (Roof Plan) BY: ISL New Roof L Re-Roofing 0 Recovering 0 Repair 0 Maintenance Are there Gas Vent Stacks located on the roof? 0 Yes F4 No If yes, what type? 0 Natural 0 LPGX Roof System Information Ach Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include iensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. imeter Width (a): 4 Corner Size (a' x a'): , Product Approval No.: • Slope: Anchor /Base Sheet &'No. of Ply(s): Anchor/Base Sheet'Fastener /Bonding Material Insulation Base Layer: Base Insulation Size and Thickness: Base Insulation Fastener/Bonding Material: Top Insulation Layer: Top Insulation Size and Thickness: Top Insulation Fastener /Bonding Material: `7 12( FLORIDA BUILDING CODE — BUILDING ,Oa S 3 ` 1 '! 0 7 3 -3 3 9 S 3 g ) 'Fides ASSEMBLIES AND ROOFTOP STRUCTURES ry. ,0 3 ➢.: 3 (0 '§ 5 A D Bra .).. !'➢.. ,, „?. `t.._ , � Florida, 3u`lding Cade, ,) a High- Velocity Hurricane Zone Uniform Permit: ApplicationForm. .. D ') - 1S1 "D2 Sec tion C {Low Sione ,N pit 1 Fill in specific roof assembly compon nts 3 a urfairg , t ) 3 Fa'ite`aei 8tariitg for Anchor /Base Sheet Atta c men i h t Field: 9 ;' oc ©; Lep, #Rows. and identify manufacturer (If a component Is not used, identify as "NA ") System , Manufacture r g. Perimeter :. " ac- © L #. Flows Corner:. " oc @ Lap, # Rows ` Number of Fasteners Per. Insulation Board: Field .. Perimeter 'oc Corner Design Wind Pressures, froth RAS 128 or Calculations: Pmax1 ^± Q, ? .Pmaz2c -', � Max Design Pressure, from the specific Product Approval • system: Dec k. Gauge/Thickness: C u Base Sheet(s) & No. of Ply(s): 3 SL,ee Base Sheet IPnding Materi • I .7%l y fit • _ 'r 4 Ply Sheet(s) & No. of Ply(s) f ( � Ply Sheet. Fastener/Bonding Material: o a s •• Top Ply: J/ ?e j Sv ff J C Top PI Fastener /Bonding Material: Illustrate Coniponents:hioted and Details as Applicable: - Woodblocking; Gutter Edge: Termination Stripping, Flashing, Continuous Cleat,'Cant Strip, Base Flashing; Counter -. Flashing, Coping, Etc Indicate ;Mean Roof Height,; ?arapet Height,Height:of Base Flashing; Component Material, Material Thickness; Fastener Type,' Fastener Spacing or Submit ' • ! • • • ,• • • L FT •• • •••• •1• • el • •. ;•• • Parapet .Hei t Rest, • • v 15.33 • • • • • •••• • • • •••• • ••• • • . •• ••• • • • ••.••• • ••• • - r 3 3 3 °1 3 333 - 3 3 3 '4 . 93 3 1 3 3 N 3 1 3 3 3 3 3 '9 3 .3 343 3 3 9 1 fi 3 9 3 • .1A M 9 a @ MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCC) n , 140 %ExJI' IeLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION a ' 19 ' 3 1 3 3 3 3,3 9 ' MIAMI, FLORIDA 33130 -1563 rp 3 • 3 ;9 1 1 33 3D5) 375 -2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 11 1 1 3 13 111 33 3 , - 3 3 3 1 3 3 1 3 ^3 '3 ➢ l 3 3 35 1 3 l 4 3 3 3 D 3 3 1 1 I r 3 )_31 13 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIEPTION: GAF Conventional Built -Up Roof System for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: " Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product.. TERMINATION of this NOA will occur after the expiration date or if there has born a rpvision or change in the materials, use, and/or manufacture of the product or process. Misuse ofd isNOA • endorsement of any product, for sales, advertising or any other purposes shall autontdt1ddlly terraria' this NOA. Failure to comply with any section of this NOA shall be cause for termin1111oand renlovalpf NOA. • • • • • • • ADVERTISEMENT: The NOA number preceded by the words Miami-Dade entry, Flottd,•and followed by the expiration date may be displayed in advertising literature. If any 4ortion of thelltIA is displayed, then it shall be done in its entirety. • • • • of thus entire NOA shall be provided to theluser �b the .1 INSPECTION: A copy • p7' p y � �ns�.tlfr�,r ' or r� • . distributors and shall be available for inspection at the job site at the uet ci" the:Blfil g OMc ia.1' . This NOA renews and revises NOA No. 03 -0501.05 and consists of pages 1 throrgh 19. The submitted documentation was reviewed by Jorge L. Acebo. '• 3 8 D J NOA No.: 07- 1219.09 Expiration Date: 11/04/13 A'pr(:i►a-4 Dat4: 03/20/08 Pige 1 of 19 Deck Type 1; Deck Description: D 9 7 3 9 9 • b 9 0 9 3 9 3 2 & . '& `D 3 0 9 4 ••o Wood, Non - insulated • .•• • / or greater plyivirtod ar woddplsn& c ecics • System Type E: Base sheet mechanically fastened. MI General and System Limitations shall apym 7 • • y • • °' • • • Fire Barrier. FireOutTm Fire Barriel tiiig, Ver hitkI n Asphaltic Fiberglass Based (optional) Underlayment or SecurockTM. Base sheet: GAFGLAS #80 ULTIMATM Base Sheet, STRATAVENT® EliminatorTM Nailable, RUBEROID Modified Base Sheet, RUBEROID` 20, RUBEROID Heat- WekdTM Smooth or RUBEROID Heat WeIdTM 25 base sheet mechanically fastened to deck as described below; Fastening Options:. GAFGLAS Ply 4, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psi; See General Limitation #7} GAFGLAS® Ply 4, GAFGLAS P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-TecThi #12 standard,. #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill-Teem AccuTrac Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maxfrnwn Design Pressure —45 psf, See General Limitation #7) GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin cans at a fastener spacing of 9" o.c. at the 4" la. _;: r . and in two rows 9" o.c J =1. (Maximum Design Pressure :52;5 psf, See General Limitation #7} GAFGLAS' #80ULTIMATM, RUBEROID RUBEROID Smooth, base sheet attached to deck with approved 1'A" annular ring shank nails and. inverted 3" steel plate at a fastener spacing of 9" o.c. at thg4" Jag and in two • rows staggered with a fastener spacing of 9" o.c. in the cent? oft a methbl ire. • • (Maximum Design Pressure —60 psf, See General Lbnitaith •••• GAFGLAS #75 Base Sheet or any of above Base sheets atta'ch'ed to dsdk avah Drill-Team #12 standard, #14 or # 15 Screws and 3" Drill ; ' " M steel iilitte.Ir Drill -TecTM AccuTrac Plates, 12" o.c. in 4 rows. One row,irtip.ffie 2" Sigle The other rows are equally spaced approximately 9" o.c. in the field of thesheet. (Maximum Design Pressure —60 psf, See General Limitation # • a> >.� a s a e -a ••••• • Any of above Base sheets attached to deck a. pmwd aimu!ar riiIAshank nails • • and:3" inverted Drill- TecT" insulation platc&at n Faisteaar s acm of 9 the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Lin. r tat n # A 1 INTOA NO.: 074219.09 Expiration Date: 11/04/13 Approval Date.: 03/20/08 gage 17 of 19 • • 1 . Ply Sheet Cap Sheet Surfacing: Maximum Design Pressure: See Fastening Above 99 rt9 9 1 F 99 13 3 �H 3 '3 '319 9 ID 9 GAFGLAS #75 Base Sh , a of abo Bine sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM Accu3 ra Rla1es, 9.c yin 4 rows. ,One row is in the 2" side lap. The other rows aretetlually slaocd a o3cig ely,9" o.c. in the field of the sheet. (Maximum Design,r une - 7 ps3 C 'See tineranbtdtation #7) One or more plies of GAFGLA,S PLY4, #80 ULTIMA, RUBEROID MOP Smooth or RUBEROL 401 a in vhill Mopping of approved asphalt a lied within the EVT ran 4 a : -ta of 2 (Optional) One ply of GAFGLAS Mineral Surfaced Can Sheet or GAFGLAS EnergyCapTM Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top membrane) Install one of the following 1. Gravel or slag applied at 4001bs./sq. and 300 lbs sq. respectively in a flood coat of approved asphalt at 60 lbs.sq. or applied in a flood coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 gal./sq. 2. GAFGLAS Mineral Surfaced Cap Sheet, GAFGLAS Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 Ibs./sq. 3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating,.at 1.5 gal./sq. 4. Leak BusterTM MatrixTM 715 , Leak BusterTM MatrixTM 322, TOPCOAT MB +, TOPCOAT Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 galfsq. 5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote® roof coating applied at 1 to 1.5 gal./sq. 6. TOPCOAT Surface Seal, TOPCOAT Fireshield SB Solvent based Elastomeric Roofing Membrane applied at Ito 1.5 galfsq 7. Advance Green Technologies Photovoltaic Laminate sojar epergy collector auxiliary roof equipment installed in •complleitr With manufacturer's specifications and applicable $eddiag Coquet.., • • • •••• • • • • ••.•• • •• • • •••• .• •• • • • • •. •• • • • • •• • • • • • • 1 •• • • •• ,• • • •••• NOANo.: U1- 1219.09 Expiration Date: 11/04/13 Approv* 1 Dater 03/20/08 Page 18 of 19 • • • • 8• a'3 8 9 9 39. g3 3 C • ? v 3 3 3 3 8 3 1 I13 v 3 D 9' 3 a 3 3 n 3 'r "3 ) "7 a 'F B 3 3 . 3 3 0 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Fled HyPil 6 wileri i as e± h nically fastened base or anchor 0 "e 3 9 9 "? ' 3 9 9 { sheet. 3 3 3 a 3 3 1 #31 3 3 a`J 7) 9 2. Minimum 1 A" Dens DeckTM or V2 Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 40 3 3 3 11 % `S 'S 3 `3 A 3 ) 3• 4 3 3 3 33 1 ! 3 9 3 33 'J F '0 3 3 39 3 o t 3 5 3 a '33 3 0 3 9 3 3` 1 37 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsfsq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of-45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lb£ insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or- membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and comer areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated jn complianee with Roofing Application Standard RAS 117. Calculations prepared, signed and sealer a Florida, registered • • Professional Engineer, Registered Architect, or Registered Roof Consultant (Whe this I titadon is • specifically referred within this NOA, General Limitation #9 will not b'e k ylicable.)" • 8. All attachment and sizing of perimeter Hailers, metal profile, and/or flashing spa desigH ajii • conform with Roofing Application Standard RAS 111 and applicable wind load isuarkernents.. • • • • • 9. The maximum designed pressure limitation listed shall be applicable to all roof pram& zones.(i,e. Field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be per Litt d for enhanced • • fastening at enhanced pressure zones (Le. perimeters, extended cornew aaki- papn4rs): in • • • • limitation is specifically referred within this NOA, General Lhn tationt h c ble.) ' • 10.. All products listed herein shall have a quality assurance audit in ace xianoc wig tho I+lari asl dp ing • Code and Rule 9B-72 of the Florida Administrative Code. END OF THIS ACCEPTANCE .3 ) 3 ), NOA Nth.: 07- 1219.09 Expiration Date 11/04/13 Appreyel bate 113i20/08 Page 19 of 19 TGFU.R1306 - Roofing Systems Page 3 of 54 4. Deck: C -15/32 Incline: 1 Slip Sheet (Optional): — Red rosin paper, nailed to deck. Base Sheet: — Ouenly Type G2 "GAEGIAS. #75 Base Sheet" or "Tri -Ply #75 Base Sheet" (may be nailed). Ply ee : Qne or more olica T'r e Gl "GAF'GLAS Pry 4" or "Tri -Ply Ply 4" or GAFGLAS Ply 6 ". ap Sheet: — One ply Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "Tri -PIy Mineral Surfaced Cap Sheet". 5. Deck: NC Incline: 3 Base Sheet: — One ply Type G2 "GAFGLAS #75 Base Sheet" or "Tri -Ply #75 Base Sheet". PIy Sheet: — One or more plies Type G1 "GAFGLAS Ply 4" or "Tri -Ply Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "Tri -PIy Mineral Surfaced Cap Sheet ". 6. Deck: C -15/32 Incline: 2 Insulation: — One or more layers perlite, glass fiber, polyisocyanurate, urethane, perlite /polyisocyanurate composite, perlite /urethane composite, phenolic, 1.0 in. min (offset a minimum of 6 -in. from plywood deck joints). Base Sheet: — One or more plies Type G1 or Type G2 or Type G3. Membrane: — One or more plies "Ruberoid Torch Smooth" or "Ruberoid Torch Granule" or "Ruberoid Torch Granule Plus" or "Ruberoid Mop Smooth" or "Ruberoid Mop Granule" or "Ruberoid Mop Plus Granule" or "RoofMatch SBS Modified Granular" or "Tri -PIy SBS Modified Bitumen Membrane" or "RoofMatch APP Modified Granular" or 'Tri -Ply TP -4G" or "Tri -Ply TP -4 ". Cap Sheet: — Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "Tri -Ply Mineral Surfaced Cap Sheet" hot mopped. 7. Deck: C -15/32 Incline: 2 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite /polyisocyanurate composite or perlite /urethane composite or wood fiber /polyisocyanurate composite or phenolic, any thickness. Base Sheet: — Two or more plies Type G2 or Type G3. PIy Sheet (Optional): — One or more plies Type G1. Membrane: — One or more plies "Ruberoid Torch Smooth" or "Ruberoid Torch Granule" or "Ruberoid Torch Granule Plus" or "Ruberoid Mop Smooth" or "Ruberoid Mop Granule" or "Ruberoid Mop Plus Granule" or "RoofMatch SBS Modified Granular" or "Tri-Ply SBS Modified Bitumen Membrane" or "RoofMatch APP Modified Granular" or "Tri -PIy TP -4G" or 'Tri -Ply TP -4 ". Cap Sheet: — Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "Tri -Ply Mineral Surfaced Cap Sheet" hot mopped. 8. Deck: NC Incline: 2 Insulation (Optional): — Perlite or glass fiber or polyisocyanurate or wood fiber or mechanically fastened, any thickness. Base Sheet: — One or more plies Type G2, "GAFGLASS #75 Base Sheet" or "Tri -Ply #75 Base Sheet ". PIy Sheet: — One or more plies Type G1 "GAFGLAS Ply 4" or "Tri -PIy Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: — Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "Tri -PIy Mineral Surfaced Cap Sheet" hot mopped. Surfacing: — "Fireshield MB" applied at 2 to 3.0 -gal. /100 -ft 9. Deck: C -15/32 Incline: 1 • •••••• ••••• •• • • • y p glass p y y • Insulation (Optional): — One or more layers perlite or wood fiber or lass fiber or of isoc arflfidt@•dr urethane Dr • • perlite /polyisocyanurate composite or perlite /urethane composite or wood fiber /polyisocyanurate aoririlosite or phenolic, any• • thickness. • • • • • PIy Sheet: — Three or more plies Type G1 "GAFGLAS Ply 4" or 'Tri -Ply Ply 4" or "GAFGLAS PIy g' •••• •�•�• � ••�••• Cap Sheet: — "EnergyCap Mineral Surfaced Cap Sheet ". • • • • •• •• •••• • • 10. Deck: NC Incline: 1 • • • •••• • • • • • •••• • • Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanifrtte Cr urett nebt • • perlite /polyisocyanurate composite or perlite /urethane composite or wood fiber /polyisocyanurate composite or prison ,lic, t- in. maximum. Ply Sheet: — Two or more plies Type G1 "GAFGLAS Ply 4" or "Tri -Ply Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: — "EnergyCap Mineral Surfaced Cap Sheet. 11. Deck: NC Incline: 2 Base Sheet: — One ply Type G2 "GAFGLAS #75 Base Sheet" or "Tri -Ply #75 Base Sheet ". llltD: / /C11tZbase. ll1.CnTlt /CQi- hin /XYV /tamrtlata /T T PYT /1 Fl? el\RP/ t, • • 1 /\ /1 ^/ /1 nnn BUILDING PERMIT APPLICATION FBC 2004 1 4rmit Type (circle): Building oo Job Address (where the work is being done) ) . La, e City 6 • b o a , Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # l / ®SO /'/Q 31V Is Building Historically Designated YES Type of Work: ❑Addition ['Alteration Describe Woor C 01, 1 ,4 -' ®,�, 1 Y /hel I 'el ,- D o � P SCR Submittal Fee $ Notary $ Scanning $ Cp. Bond $ Structural Review. $ * * * * * * * * * * * * * * * * * * ** Miami Shores V Building Depa t0050 N.E.2nd Avenue, Miami Shores, Florida 33138 /LO cn,-F Permit Fee $ *e\Li a x NO Permit No. 6 r c ? 54 ( aster Permit No. ,/S c - 9 ®-7 (_3) 287 a8 71 Owner's Name (Fee Simple Titleholder) C (au O Q 401r. (/6 Z. Phone # (3v5) 2 / {o , 7-"Ll. 9 Owner's Address /00 AiC, )-- y �,42. J City /p a w7 o ,)9 0 PV) State F (.. Tenant/Lessee Name Zip 3) 1313 Phone # Contractor's Company Name O r I ` So /v `. Phone # Contractor's Address C/q3 0 Cs; 1- / 6,4-. City 8±a2= i a Ed,ga State P L Zip ?30 / Qualifier Name 001;aa / Phone# (3o r) S .S $ q5 State Certificate or Registration No. CC e. /32.(, '2. ( y Certificate of Competency No. l)05) G97- I r2 ) Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ af� OC raft j4a f (,.Square / Linear Footage Of Work: --2. � C� 9 ••••• 0 • • • • • • • • d ew ❑ Repair/Replace ❑ D�plitio�n • vfra O.l°. �a� TC.° ••• • • • • • •• • d de- •s:e`iva A •• • •• •• • • • • • ees * * * * **** ** ****** ******* ****%** **Ate** ** VP • • • • • •••• • • • CCF $ • • • elICC • • • • • • • Training/Education Fee $ Technology Fee $ •••• Radon $ DPBR $ Zoning $ Code Enforcement $ Double Fee $ Total Fee Now Due $ 4I'OQ See Reverse side -› • • • • • • • • • Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signa Owner or Agent NOTARY PUBLIC: Sign: Print: My Commission Expires: APPLICATION APPROVED BY: (Revised 07/10/07) Co tractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 , by day of , 20 , by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification d who did take an oath. NOTARY PUBLIC: • • •• •• •• • Sign: �:Y�ra t .� � ., . 4 Ex jA➢T.1r7• 20 ' .... ' ciert • • •••• • • • Plans E3caminer • • •••• • • • • • Engimeer Zon!ng • • • ' • Bor>DBD • • • • My Commission Expires: ...• • • • • • • •••• • • • • • •. • • • • • BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) Owner's Address /0090 /eye 4) 7 City S) i re c4 Tenant/Lessee Name State pi... Type of Work: ['Addition ❑Alteration Describe Work: _ Submittal Fee $ ' Permit Fee $ Notary $ ,�- Scanning $ *OT) k Math q,,--, Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 • Job Address (where the work is being done) /60 y'a /a City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # f / 3 d S'"y /4 C) 28 0 Is Building Historically Designated YES NO Contractor's Company NamenOtt at, Roo -f SDi ,}, e Phone # 6 b 1 J 6 2, ' Contractor's Address ({ 5'c) e /°!a n . r City `I?A r.z-AIi. State E c Zip 3 3o r3 Qualifier Name i u.1 :0 . j A{ j/a4,.0 State Certificate or Registration No. Certificate of Competency No. C.cc, 1.'32...ev D 1 t,t Architect/Engineer's Name (if applicable) Phone # /0 J Odd Value of Work For this Permit $-1U Square / Linear Footage Of Work ❑New . /1 —v"'c ******** * * * * * * * * * * * * * * * **** ** * * * * * * **** F * * * * ** * * * ** ****** * * ** * * * *** * * ** _ g! CCF $ l'p(r) Training/Education Fee $ a Technology Fee $ V' I g Radon $ Zoning $ DPBR $ Permit No. Master Permit No. 12C -1 -01 - 7O Zip Phone # ko‘ Phone# S vc ° 116 °222-'1 Phone# (f) 3'')fPfr -£T? sS 1 epair/Replace ❑ Demolition f lizet te / d Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ [ ' la See Reverse side -+ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC -- OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved a reinspection fee will be charged. Signature who is (Revised 07/10/07) Owner or Agent The foregoing instrument was acknowledged before me this l day of 144 , 20 11 , by Cjt[,4444 , u /t-r) tc, , me or who has produced As identification and who did take an oath. NOTARY PUBLIC: My Commission Expires: * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: L * // ' Signs Contract r The foregoing instrument was acknowledged before me thipQe f day of who is p 20d 9,bY i4/t.. WO/1.-1/010 ►f.J , Ily known to me or o has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: . /qam c°.s t'f"NoTARY PUBLIC-STATE OF FLORIDA /'1 yu.p °Ci1I1S11gI1 V. MasCi�LLL Print: l" �t r, .t, it)) ,(,l 11910 a 4024 .AOn,m; 'en #DD83 I"'' .s Expires: JAN.17, MARIA MAGAL°' My Commission Expires: y,,,,..•• cBOr>n�aea, 2013 Notary Public, M Commission E xpires eD 25, 2012 Plans Examiner Engineer Zoning Signature ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE- BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2 Ave Miami Shores, FI 33138 Re: Owner's Name: Ct e xiA,A,A.o Property Address: Roofing Permit Number: State of Florida County of Dade Notary Public, Sate of Florida at Large When the lust valuation of the structure for puro SknaVitlafe 6144 D 10050 NE 2nd Ave *Miami Shores, FI 33138 Phone 305-795-2204; Fax 305-756-8972 OWNERS'S AFFIDAVIT OF EXEMPTION Dear Building Official: 1 CA. cLuL certify that 1 am not required to retrofit the roof to wall connections of my building because: o The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisins of 1994 edition of the South Florida Building Code (1994 SFBC) Print Name Date: The undersigned, being the first duly swom, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this day of MARIA MAGALDI Notary Public, State of Florida Co • II #DD762313 My Commission Expires Feb.25.201. the building was not constructea with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. . ,tf ic.-erte ••• • - • . • -• • • • • • • • . 0 ; S •.: QUED ERS FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the rtspo sibt1ri, ofth000fing contractor to provide the owner with the required roofing • • • .. q g permit, and to explain to tl�e vvynnr, h oitent Of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minittmlernifitements and standards of the for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 p (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets t e - . • :. - ' _ : _„ e ; - ' trttsi orr - - - -- _ perforrrr . ce s an ar s. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofmg contractor and/or owner should notify the occupants of adjacent units of roofmg work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. - Ponding may shorten the life expectancy and performance of the new roofmg system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of ovate.. Perimeter /edge walls or other roof xten5;0 - ,' , er ran , r' r uLd h may oe necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. 7. Ventilation: MoS?foelf ttl,:.Ctuati tdultl •liave some ability to vent natural airflow h a the ui �'t 1 throu the interior of the structural assembly ( p �� . c�,isting amou may be beneficial to consider addil onarventir g lv 'ch can result HIGH VELOCITY Afotit;cation Form . iYfAM 1 -DAD • • •• • • • • • •• •• • - • • •• • • • • • •- • • • • • • • • 0 00 • • • • • • • • • • • • - • 0041 • •. • • 00 ECEU V' E® MAY 2 ?009 • Agent's Signature; Contractor's Signature: Property Address: • .. •• • • • •. •• 080 • • • 0 00 • • Section A "Delivering Excellence Every Day" Master Permit No: Contractor's Name: Job Address: Low Slope ❑ Asphaltic Shingles ❑ Sprayed Polyurethane Foam 0 Low slope roof area (ft. 10090 NE 12th ave RC -4 -07 -702 Florida Roofing Solutions, inc• • • • • • ••• •• 300 • • y1 •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • ••• • • • ••• Miami -Dade County Building Department Electronic Application High Velocity Hurricane Zope Roofing Permit Application Form • • • • • • • •• • • • •• • • • • • • • • • • • • • ••• •• • • •• Section A (General Information) Process Nos Roof Category ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Other Are there Gas Vent Stacks located on the roof? ❑ Yes © No Roof System Information Steep Sloped area (ft. Section B (Roof Plan) ••• • • • • 4,010 • • • ••••• • ••, . - z••. ••• • • • ••• • • Roof Type Total (ft. r4 New Roof 51 Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance Mortar /Adhesive Set Tile ❑ Wood Shingles/Shakes If yes, what type? ❑ Natural ❑ LPGX Sketch Roof Plan: Illustrate all levels and sections, n? of drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dirons Ievated pressure zones and location of parapets. Perimeter Width (a'): Comer Size (a • ••• • • • • • • • • • • • • • • • • • •• • • • • • • • r •• • • •• •Ft B�1i1dift Codd ••' High - Velocity Hurricane Zone Uniform Permit Application Form. Section nnti�a fl o � w Slone •• • ••• •• �.,o„ :• ,, :Eurfa e ng: , i Fill in • specific roof assembly component and identify manufacturer • • • • • • • • • (if a component is not used, Identify as "NA ") sf e h er Spacing for Anchor /Base Sheet Attachment: rn Field: 7 " oc @ Lap, # Rows 4 @ q „ oc System Manufacturer tA�S Product Approval No.: "1 - ) 21 "act Design Wind Pressures, From RAS 128 or Calculations: Pmarl Q, 2 Pmax2 - Priaax3:'"Ift/N 3 Max. Design Pressure, from the specific Product Approval system: ' Deck: Gauge/Thickness: €-1 r C ( Slope: Anchor /Base Sheet & No of Ply(s): Anchor /Base Sheet Fastener /Bonding Material Insulation Base Layer: Base Insulation Size and Thickness: Base Insulation Fastener/Bonding Material: Top Insulation Layer: Top insulation Size and Thickness: Top insulation Fastener/Bonding Material: Base Sheet(s) & No. of Ply(s): Base Sheet Fastener / Bonding Materi.1 •• • • • • • • • • • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • •• • • • • • Ply Sheet(s) & No. of Flv(s)kr it " • • 1 • • • • • •• ••• •• -.• • • •• Ply Sheet Fastener /Bonding Material: rr <3. 1 1-- •• • •• • • • • • • • • • • • Top Ply: 1 6-)0 � EA' 4 1 - z: r c• • • • • • • • • • Top PI Fastener'^ • " '- • • f 5 ••• • • • • • • • • • • • • ••• FLORIDA BUILDING CODE . B! L'D1N6 • • • •• • •• • • • • • • • • • • • • • • • •• ••• • • • • Perimeter: 4 " oc @ Lap, # Rows Corner: lv " oc @ Lap, # Rows Number of Fasteners Per Insulat,on Board: Field ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Perimeter Corner Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material MateriaI Thickness, Fastener Type, Fastener Spacing or Submit i " oc Parapet Height .:. --- lean - � Roof Height 15.33 Tile Roof System MIAMIODADE COUNTY "Delivering Excellence Every Day" Roof System Manufacturer: Notice of Acceptance Number (NOA): Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): Maximum Design Wind Pressures, (From the NOA Specific system): 66.5 p Fill in the specific roof assembly components. If a component is not required, insert not applicable (n/a) in the text box. Roof Slope: Roof Mean Height: "112" Method of Tile Attachment: Eagle Roofing Produ4s LLc . • I—Adhesive, Large Paddy Polyfoam Polypro— Alternate Method of Tile Attachment per NOA: Drip Edge Size & Gauge: Drip Edge Material Type: Drip Edge Fastener Type: ft. - -3" face 26 ga.— Galvanized Metal— • • •• • • • • • • Miami -Dade County Building Department Electronic Application ;•; 9gctiornb'S16oed st�e'm Description : • : bite Rapt S 8'j ystemr : • • ••• •• • •• 06- 0526.08'' P 1: -45.1 • • • • • • • • • ••• • • • ••• • • P 2: •• •• • • • • • • • 1;h'4 g� hank rla�ls� •• • Hook Strip /Cleat gauge o �weigtlt; "�� _ • •; • • • • • • •• • • • • • • • • • • • • • • • • • • •• • ••• • • • • • • • • • • • • • ••• • • • • • • • •• •• • • • • • • • • • • • • • • • • • •• •• -78.6 • • •• • •• • • • • • • • • • • •• • • • • • • • P 3: • Deck Type: —5/8" Plywood— Optional Insulation: Optional Nailable Substrate: Optional Nailable Substrate Attachment Basesheet Type: 130# base sheet Fastener Type for Basesheet Attachment: 11 1/4" ring shank nails w/ 1 5/8" tincaps 1 Tile Underlayment (Cap Sheet) Type: 990# file underlayment Tile Underlayment Attachment Method: hot asphalt Tile Profile: I high profile concrete tile Section E 2 MIAMI -DADE COUNTY "Delivering Excellence Every Day" P1: P2: P3: x l: x 1: Design Pressure Mean Roof Height Average Tile Weight Tile Dimensions Section E (Tile Calculations) •• • • • •. ••• •• • ••••••• • Method 1 "Momeptsid !Tip ulat=ons Per RAS 127" • •• • • • • • ••• •• For Moment based tile systems, use Method 1. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Description P 1: P 2: P 3: -78.6 _ x W X W: XW: -78.6 Miami -Dade County Building Department Electronic Application High Veloc Hapricane Zone Rooting yermit Application Form • Method 3 "Uplift Based Tile Calculations Per RAS 127" For Uplift based tile systems use Method 3. Compare the values for F with the values for Fr. If the F values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. I = length w = width .•. • -- • • • • • • • ' • • • • • • • • • •• • • . •• • • •• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• - Mg: 6.99 = PAM : [ 5 66.5 NOA Mf _ - Mg: 6.99 = Mr2: 5 66.5 NOA Mf = - Mg 6.99 = Mr3: 5 66 5 NOA Mf - W: - W: - W: • • • •• • • • • • • • • • • ••• • • • �`• • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • _ x cos e: = FM: 5 NOA P = x cos 0: = Fr2: 5 NOA F' = x cos 9: III =Fri: 5 NOAP Where to Obtain information to complete tile calculations Roof Slope Aerodynamic Multiplier Restoring Moment due to Gravity Attachment Resistance Required Moment Resistance Minimum Attachment Resistance Required Uplift Resistance P1 or P2 or P3 ••Mg.. • • • Product Approval (NOA) Where to Find Job Site Job Site Table 1 RAS 127, or by an engineer analysis prepared, signed and sealed by a professional engineer based on ASCE 7. Product Approval (NOA) Product Approval (NOA) Product Approval (NOA) • • • • • • Calculated • • • • • Product Approval (NOA) Calculated Product Approval (NOA) MfA M hD • • •.• •• •• • • • • • • • • • • • • • • .• BUILDING CODE COMPLIANCE O (ECCa) ' •' • PRODUCT CONTROL DIVISION • • • • • ' • • ••• •• • • • .• • • • •• •• • • • • • • • ••• • • • • • • • • • • • • • • • NOTICE OF ACCEPTANU �Nf pN) •. • • •. • • ••••••• • • ••••••••. • • • • GAF Material Corporation. 1361 Alps Road Wayne, NJ 07470 • • • • • • • • • • • •• • •• ••• • • •• • • • • • ••• .• • • ••• • • • • • • • • ••• • • • • • • • • • • • • • • • • •• • •• • • ••• • • MIAMI -DADE COUNTY, FLORIDA • • METRO -DARE FLAMER BUILDING • • tri0 WEST FLAGLER STREET, SUITE 1603 • • • • • • • • • MIAMI, FLORIDA 33130 -1563 • (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built-Up Roof System for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A ccipy of tl;is' tip jtTQA s1iI1 be provided to the user by the manufacturer or its distributors and shall be • ••• •• vvaiiab1e foFiR s�eotion et the job site at the request of the Building Official. • • • •• This NOA renews and revises NOA No. 03 -0501.05 and consists of pages 1 throygh 19. The submitted doew$ren#etion wes reviewed b + J ige L. Acebo. .. • • •• • • •••• •••• • • • • • • • • • •• • • • • •• • NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 1 of 19 • • ••• • • • ••• •• •• • • • •• •• • • • • • • . • • • • • • • • ••• • • • • • • • • • • • • • ••• • 0 • • •.• Deck Type 1: Wood, Non - insulated • ••• •••• • • • • Deck Description: / 32" or • • • • • • • • • • • • • • 32 is � or vrrood dank decks System Type E: Base sheet mechanically fastened. •• • • • •• •.• •• All General and System Limitations L* 1044074 • '. • .. .. • • • ••• .. Fire Barrier: FireOutWM Fire Barr • er Coat VersaShield Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTM. Base sheet: GAFGLAS #80 ULTIMATM Base Sheet, STRATAVENT® Eliminator" Nailable, RUBEROID Modified Base Sheet, RUBEROID 20, RUBEROID Heat We1dTM Smooth or RUBEROID Heat- WeIdT 25 base sheet mechanically • fastened to deck as described below; • Fastening Options :. GAFGLAS Ply 4, GAF'GLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring. shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure --45 psf, See General Limitation #7) GAFGLAS® Ply 4, GAFGLAS -Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TeaTM AccuTrac Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure - 45psf, See General Limitation #7) GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. inihe (Maximum Design Pressure 52.5 psf, See General Limitation #7) GAFGLAS #80ULTIMATM, RUBEROID RUBEROID Smooth, base sheet attached to deck with approved PA" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure -6©psf See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Dri1I -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -Teen AccuTrac Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure - 60psf,, See General bi t ,boor #7p • . • • •Any of above Base sheets attached to deck approvct,ant10lar ring s lthaits and:3" inverted Drill -TecTM insulation plates at a fiisstener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure -60 psf, See Genell Lbuitatioll #?l. . . 1 . .. • • 1. • • • • • • •• • • . • • • • • • • • •,. • • • • • 10 • NOA No.: 07- 1219.09 • • • • • Expiration Date: 11/04113 • Aporeval baie:. /08 • ••• va • •• •• • • • IS •• 000 • • • 800 • • Ply Sheet: Cap Sheet Surfacing: Maximum Design Pressure: See Fastening Above • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • - • • •••• • • • • • • - • • • • • • • • • • ••• - • • • • ••• GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Teem # • standard, ##14 or #.15 Screws and 3" Drill-Teem steel plate or Drill -Te4'r l/00 j e PjateC 8: Q.c: i$ 4Vrows. One row is in the 2" side lap. The othe! raw ire ec ally § laced a4pr&limately 9" o.c. in the field of the sheet. (Maximum .Design Pressure —75 psf, fee General Limitation #7) One or more.plias of GAM s #80 ULTIMA, RUBEROID MOP Smooth or R(B O ; • L • }n a full mopping of approved asphalt implied within tge E VT'rab $' at mate of 20- 401 bsjcg, (Optional) One ply of GAFGLAS Mineral Surfaced Cap Sheetor GAFGLAS EnergyCapTM Mineral Surfaced Cap Sheet adhered in a full mopp of approved as a within the EVT range and at a rate of 20-40 lbs./sq. (Optional, required if RUBERO1D MOP Smooth or RUBEROID 20 is top membrane) Install one of the following: - 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. or applied in a flood coat of Leak Buster Matrix 103 Cold Process Adhesive applied at a rate of 3 gal./sq. 2. GAFGLAS Mineral Surfaced Cap Sheet, GAFGLAS Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 Ibsisq. 3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal./sq. 4. Leak BusterTM MatrixTM 715 , Leak BusterTM MatrixTM 322, TOPCOAT MB +, TOPCOAT Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal./sq. 5. Leak BusterTM MatrixrM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote® roof coating applied at 1 to 1.5 gal.sq. 6. TOPCOAT Surface Seal, TOPCOAT Fireshield SB Solvent based Elastomerie Roofing Membrane applied at Ito 1.5 gal.sq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. •• ••• • • • • • •• • • • • • • • • • • •. ••• •• • • • •• •• • • •• • • • • • • • • • • • • • • • • • • • .. • • • • • • •• • • ••• • •• • • • • • • NOA No.: 07- 1219.09 .Expirapoln Me: 11/0, 13 • : APPrInfl Dpte: :03/2 /08 • • :.' :: ragg 19 ••• • • • ••• • • WOOD DECK SYSTEM LIMITATION SP • ... .... .... 1 A slip sheet is required with Ply 4 gn4 Fi@ PlyTM•6 t edd u$ed a mechanically fastened base or anchor sheet. •••• • • • •• • • • • • ••• •• • •• 2. Minimum '/" Dens Deckrm or 'h" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: .. • • • .. .. . .. • • .. . . . . - • . • • • • . . . . . . • .. • • • • • ... .. 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. . An overlay and /or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs sq. Note: Spot attached systems shall be limited to a maximum design pressure of-45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application. Standard TAS 105. If the fastener value, as field - tested, are below 2751bf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing. Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Regis tered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners arfd c6114) :(`lied this. • • limitation is specifically referred within this NOA, General Limitatlout#7•I11! note 4p)lc ble.) 10.. All products listed herein shall have a quality assurance audit in accordtnte with thwFlctrids Building Code and Rule 98-72 of the Florida Administrative Code. END OF THIS ACCEPTANCE :': :• : :•: • • • • • 14OA ko.: O%-1210:09 Expiration Date: 11/04113 •: • : AgtuppI D:atec 0340/08 • • Taal Rf19 • . .. • • • .. . . 4100 • • • • • 0 08 • • MM 3 NOTICE OF ACCEPTANCE (NOA•) • • Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, FL 33585 • • ••• • •• •• • • • • • • • • • • • • • • ••• • • • • • • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • ••• •• BUILDING CODE COMPLIANCE OFFICE (BCCQ) • • • • • PRODUCT CONTROL DIVISION • • • ••• • • ••• ••'•• • • • • • • • • • • • ••• • • •• • • • • •• MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 000 • 440 WEST FLAGLER STREET, SUITE 1603 • • MIAMI, FLORIDA 33130.1563 • • ; (305) 375 -2901 FAX (305) 375 -2908 • • SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Capistrano Concrete Tile LABELING: Each unit shall bear a permanent label with the manufacturers name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official,. •.. • • . This NOA consists of pages 1 through 6. • • • • • • • • The submitted documentation was reviewed by Alex Tigera. • .' 008 • • : • •' • • 141,1A No :'06 -05 5.08 • • • • £xpfalti n Dr*: 11/01/11 • • Apprav Detei 10/06/06 • • • • • • ° Page I of 6 " 1 ••• • • • • • • • • • • '• • • •• •• ••• • • • • ••• • • • ••• • • • • • • • • 000 ▪ • •• • .• • • • • • • • • •• • • • • • • • • • •• •• • • ••• • •• •• • • • • • • • • • • • • ••• • • • • • • • ••• • • • •.• • • • • • • • • • • • . ROOFING ASSEMBLY APPROVAL • . . • • • • • • • • • • • ••. .• .. °T i Roofing' • nb -Cate o : 07320 Rottit rifer . • ; Ma to rial: Concrete Deck e; Wood 1. SCOPE 2. PRODUCT DESCRIPTION Manufactured b A �licant Capistrano Concrete Tile Trim Pieces 2.1 SUBMITTED EVIDENCE: Test A en PRI Asphalt Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Test Dimensions ecifIcations L = 17" W= 12V4" Thickness = Ih" 1= varies w = varies varying thickness Test Identifier ERPF -001 -02-02 7161 -03 Appendix III Letter Dated Aug. 1, 1994 P09647 -01 PO402 94 -083 94-084 • • •• • • • • • • • • • • • • • •. • •• •• . • • • • • ••• ▪ • • • • • • • • • • • •• • • • •• This approves a new roofing system using "Capistrano Concrete Tile" as manufactured by Eagle Roofing Products LLC in Sumterville, FL. and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. Product Description TAS 112 High profile concrete roof tile. For direct deck or battened nail -on applications. TAS 112 Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report TAS -112 Static Uplift Testing TAS 102 & 102(A) Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Static Uplift Testing TAS 101 (Adhesive Set) Static Uplift Testi* • TAS 101 (Mortar Seth Date Aug. 2006 Dec. 1991 Aug. 1994 Aug. 1994 Sept. 1993 April 1994 •• • • • :Nra.y1994: •. ••• •• • • • • N JA No.:io% O5E8.98 3irttian Dare' i0i s4i • "NU Dare 1O/bS/66 Page 2 of 6 • • • • •• • • • •• • • • • • •• • •• •• • • • ••• • • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • -•• •• ••• • • • • •• • • • • • • • • • • • • The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. • • • •. • • • • • ••. • .• • • • • • • • • • • • •• • • • • • • •• • • • 25-7594-(3,.61 9) .!. • X 15- 7f83 & 4) 25- 7214(3, 4, &7) 25 -78044 520111 -3 520191 -2 -1 Calculations Calculations • • • ••• • • • •• • • • • • • • • • .•. • • • • • • • • • • • • ••• • • • • • • • • . • • • • • •• • • • • .• Static Uplift Testing ••• TAS 102 • . Stec Uplift Testing :TAS 102 Oct. 1994 Nov. 1994 • Static Uplift Testing Feb. 1995 TAS 102 Static Uplift Testing March, 1995 TAS 102 Static Uplift Testing Sep. 1996 TAS 102 Static Uplift Testing Dec. 1998 TAS 101 Static Uplift Testing March 1999 TAS 101 Aerodynamic Multiplier Restoring Moment Due to Gravity Sep. 2006 Sep. 2006 3, LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3 3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with chapter 29 of the SFBC. •• ••• • • • • • •• • • • • • • • • • •• ••• • • • • • •• •• NA No.b&.O&2% 8 • ••• iy • • �p Vfat Da%lo1b b6 • • • • • • Page 3 of 6 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4. INSTALLATION 4.1 Eagle Roofing Products LLQ Gapistr qmple SHOW its components shall be installed in strict compliance with koofi ig Appli pp•Strdard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment Calcu1ati r: • • • • • • • 4141 e • • • • 4141. 4141 Tile Profile Ca • istrano Concrete Tile Tile Profile Ca • istrano Concrete Tile • • •.• • • • 0 410 •• .• • • • •• • • • • • • • • • • • • • • • • .• • • • • • • • • • • • . • • •• • • • • •. • •.• • • • • • • • • • • • •• • • • • • • • • •• • • • • • • • • • • • • • • • • ••• •• .• •• Table 1: Average Weight (W) and Dimensions (I x w ) Weight -W (Ibf) 10 Table 2: Aerod amlc Multi • liars - A (ft Batten • • Iicatlon 0.300 Length -I (ft) Width -w (ft) 1.417 1.04 A (ft Direct Deck A . • Ilcatlon 0.277 Tile Profile Capistrano Concrete Tile Table 3: Restoring Moments due to Gravity - M (ft-Ibf) 3 ° :12° 5 ":12 ° Battens Direct Deck 6.68 6.99 4 °:12° Battens I Direct Battens Direct Deck Deck 6.57 6.88 6.44 6.73 6 °:12° Battens Direct Deck 6.28 6.56 Greater than 7° :12° Battens Direct Deck 6.10 6.38 Tile Profile Capistrano Concrete Tile Table 4: Attachment Resistance Expressed as a Moment - M1 (ft Ibf) for Nall -On Systems Direct Deck (min 15/32" plywood) Fastener Type 2 -10d Ring Shank Nails 1 -10d Smooth or Screw Shank Nail 2-10d Smooth or Screw Shank Nails 1 #8 Screw 2 #8 Screw 1 -10d Smooth or Screw - Shank Nail (Field Clip) 1 -10d Smooth or Screw Shank Nail (Eave Clip) 2 -10d Smooth or Screw Shank Nails (Field Clip) 2 -10d Smooth or Screw Shank Nails (Eave Clip) 28.6 5.1 6.9 20.7 43.2 23.1 29.3 27.6 38.1 Direct Deck (min. 19/32 plywood) 412 6.8 9.2 20.7 432 23.1 4 29.3 27.6 38.1 Battens N/A N/A N/A N/A N/A N/A N/A N/A N/A 2 -10d Ring Shank Nails' 33.1 1. Installation with a 3" tile headlap and fastemers are located a min. of 48.1 1■14 2W from :head ofsile • • •• • • • • • • • • • •• • • • • • • • • •NOA No.: O6*9526,08 • • t aipiraticA Datl.10/O�/1i1 • • • • :4 rgva T1at:►1YN01 /Ob • Pike 4o16 • ••• - • • • • •.• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • • • ••• • • • • •• •• •• • • • •• •• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • ••• • • • • ••• • ••• • • • • • • • • • • • • • • • • • • • •• • • •• • • • • • • • • • • • • • • ••• •• • •• Tile Profile Minimum Attachment Resistance Capistrano Concrete Tile Adhesive 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 10.7 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. 29.3 • • Table 5: Attachment e . • • • Q $sed • aS Moment Mf (ft-Ibf Resl :farice.Ex ire • for Two•Pattti AlhetIvg 40,Sxgtbms Tile Application Table 5A: Attachment Resistance Expressed as a Moment - M (ft-Ibf) for Single Patty Adhesive Set Systems Tile Tile Application Profile Polyfoam P0IyPrOTM Polyfoam PolyProTM 3 Large paddy placement of 63grams of PotyProTM. 4 Medium paddy placement of 24grams of PotyProTM. Minimum Attachment Resistance Capistrano Concrete Tile 66.5 38.7° Table 5B: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mortar Set Systems Tile Profile Capistrano Concrete Tile Tile Application Mortar Set 5 TIIe -Tite Roof Tile Mortar. Attachment Resistance 24.5 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement "Miami -Dade County Product Control Approved ". muni = m• MINMENI nnia lai) FLORIDA • • •• • • • • • • • • • CAPISTRANO CONCRETE ROOF TILE LABEL, SUMTERVILLE PI.,9 NT • • • (LOCATED ON UNDERSIDE OF TILE) • • ••• • • • • • • • • • • NDA • No.: pC-D57,6:118 • • • • • • VIlinttiolt RAM/45M • • •: • • •4ispet=iti Datf!410/0518% , . • • • • Page 5 of 6 • • • • • ••• • • • • • • • • • • • • • ••• • • • • _ • • • • • • • • • •• •• • • • •• •• ••• • • • • • • • • ••• • • • ••. •. .• • • • •. •• • • • • • • • • • • • • • • • • ••• • • • • • • •• • • • • • ..• • • • • ••• • • ••• • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • • • • • • • • • 6. BUILDING PERMIT REQUIREMENTS • • • 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of AebDtaiaci, • • • • . • 6.1.2 Any other documeets rAliret 1, i � Official or applicable building code in order to properl}• avalj the instellatictect t19i5 system. PROFILE DRAWING NAIL HOLE CAPISTRANO CONCRETE ROOF TILE END OF THIS ACCEPTANCE •• •• • • • • • • • • • • • • • • • • • • • • • • • •• ••• •• • • • •• .' Nq.i No.: 00U526.Og • e . • e . 4o4DDte; iWo5Y . '.:: : Apprevi t Date! lerosve • • • Page 6 of 6 • •• • • • • • •• • • • •• • • • • • • • • • ••• • • • • • • • • • • • • •. • • • •. •• • • • 00 • M I A M IDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® AH160 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.01- 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by Jorge L. Acebo. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 •• ••• • • • • • •• • • • • • • •• • • • •• • • • •• ••• •• • • • • •• • • • • • • • • • • • • • • •• • • • • • • •• • • ••• .•. NOAAo.•.06- 0261.l7Z• Expiration Date: 05/10/11 ••• Approval Date:0 /13/06 ape 1 o�7 • • .•• • . • • • • • • • • • • • • •• • • • • .• •• ••• • • ••• • • ROOFING ASSEMBLY APPROVAL: Category: Sub Category: Materials: SCOPE: This approves Polypro® A11160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Polypro® AH 160 N/A Foampro® RTF 1000 ProPack® 30 & 100 PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Roofing Roof tile adhesive Polyurethane N/A N/A Test Specifications TAS 101 Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH160 roof tile adhesive. Results 1.6 lbs. /ft. 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs. /Ft 3.1 Perm / Inch +0.07% Volume Change @ -40 F., 2 weeks +6.0% Volume Change @158 ° F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical ag e v a u e g • st l e • tYP� ave P � �� d � ��.� by accepted ASTM test methods and are subject to normal manuractuflnavartatlov: '. .. .. . .. • • • .. . . • • .. . . • • .. • • .. . . • • .... .... • • • • •.' NOA 1Qo.': 06-4261.02 Expiration Date: 05 /10 /11 Approval Date: 04/13/06 • •• • • • • • ••_'a • 2 or • • • ... • . • • • • • • • • • • • .. .. • • • .. .. ... • • • ... • EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name /Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -1PA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25-7492 SSTD 11 -93 12/12/95 Miles Laboratories NB -589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01- 6743 -011 ASTM E 108 11/16/94 01- 6739- 062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 03/02/99 520109 -2 -1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® AH 160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section j€1, M d qd . • • ■ !F 2 MS W • • •• • • • • • • • • • •• . ••• •• • • • • •• • •• • . • • •• • • • • • • • • • • • • • • • • • • • •• • • ••• ••• NbA 110206- 0R41.02r' Expiration Date: 05/10/11 • • • Approve Da.tg.04 /13/0.6 • • ragC 3 ofV • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 INSTALLATION: 1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 2. Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. LABELING: All Polypro® AH 160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: • • • • • • • • •• • As required by the Building Official or applicable building code in order to pro vr1)?1v31uatS tle. • installation of this system. • • •• • •• • • • • •• .• •••• •• • • .• • • 0 • • • .•• '•' NbA. 11(01 064101.h Expiration Date: 05/10/11 • • Appro oal Di Lei 0/13/46 • • • rag: 4 01;7 • • • • • • • • • • • •• • • • • •• •• ••• • • ••• • • Underlayment Nail through plastic cement Eave course only: Keep adhesive approx. 4ln. up from weepholes Eave Course 10 in. Eave Ciosur Paddy (Beneath Tile) Nail through plastic cement Underlayment Eave Course 10 in. Eave course only: Keep adhesive approx. 4 in. up from weepholes Paddy (Beneath Tile) Fascia Eave Closure ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Eave Coarse f Eave course only: Keep adhesive approx. 4 in. up from weephoies Paddy (Beneath tile) Fascia Weephole Eave closure IMP ate 1) Place enough adhesive to achieve 11 to 23 Optional 2x4's for square inches in contact with the pan tile steep pith applications 2) Tum covers upside down. Place adhesive 112 In. To 1 in. From outside edge of cover tile. Then install the tile. Underlayment Remov top portion of the eave course cover tile. Abut to second course of pan tiles. Ensure eave end of pan and cover tiles are flush at eave line. Eave closure (mortar shown) Weephole Fascia Bo Nail through plastic cement Optional Point-up Mortar on longitudinal edges of tile Sheathing • • ••• • • • • . •• • • • • • • • • • i• ••• •• • • • •• •• • •• • • • • • • • • • • • • • •• • • •• • • • • • • •• • • • • • • • • • • • • • • • NOA Ne.: 06- 8201.02 Expiration Date: 05/10/11 ... •APPCoxalsD0tf4;04I /13/1)6 • • • • • rat 5oC7 • • • ••• jr • • • • • • • • • • • •• • •• • • • •• •• ••• • • • ••• • • Nail through plastic cement Underlayment 7 in. Eave Course Eave Closure Paddy (Beneath Tile) Fascia ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nail through plastic cement Underlayment Eave Course Nail through plastic cement Underlayment Eave Course Paddy (Beneath Tile) Fascia Eave Closure Paddy (Beneath Tile) Fascia Weephole Eave closure Drip edge •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • C• •• • •• • • • • • • • • • • • • •• • • •• • • • • • • •• • • .•• .•. N(0X Nei 064201.x2 Expiration Date: 05/10/11 . • • ,App ;o'al 04/13/Q6 • • • • rags 600 • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Nail through plastic cement 3in. x3in. Single paddy on under - layment Single paddy on top of tile Single paddy under tile Paddy (between tile) Paddy (under tile) Eave course 2 In. X 7 in. medium size paddy eave Fascia course only Nail through plastic cement 3in. x3in. Single paddy on underlayment Single paddy on top of tile ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Eave Course Nail through plastic cement Underlayment 1 Single paddy on under - layment 3 in. x 3in. 41n. Single paddy on top of tile Eave Course Single paddy under tile Single paddy between tile 2 in. x 7 in. medium size paddy eave course only Fascia Weephole Eave closure Drip edge Single paddy between tile Eave Closure 2 in. x 7 In. medium size paddy eave course only Fascia END OF THIS ACCEPTANCE •• •.• • • • • • •• • • • • • •• • • • • •.• • • •• ••• 00 • • • •• •• • 00 • • • • • • • •• • •••• •• • • •• • • • • • • .. •�• •�• riblO !06- 020 • Expiration Date: 05/10/11 ••• pr (.povilAV 04/13/%6 • • • • . ra 7 of 7 • • • • • • • • • • • •• •• • • • •. •• .•• • • • ••. • • BUILDING J UN 0 9 2009 Permit No. 14 O C M ' PERMIT APPLICATION BY: --- - -__ -- - --- Master Permit No. — 4 4-13'7 ° 1 t) FBC 200K/ Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleho c, 1 C OCI 0 ?(X g rig VGZ Phone #. 3OS- ZI � "d• -4 Owner's Address 4 A NE emit City k6 ' a`11 t 51, State Zip '33 1 3 Tenant/Lessee Name Phone # Job Address (where the work is being done) 1 COq 0 1\16 1 7 — f1/1 4 V-O-o L)-L City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO 17 Contractor's Company Name toaLa -N Contractor's Address 49 f ,23 ier) CY City A h 4 l-$ State rt. Qualifier 3Lj d PEA lear'.tiii) m City $ Value of Work For this Permit — j 5 -1) Number of: Bays Stories / Families Miami Shores Village Building Department l Phone # Pc ' Li 1 ? Zip 33,4 2 Architect/Engineer's Name (if applicable) - Phone # Architect/Engineer's Address State Zip Square Footage Of Work:. 1 / V Bedrooms Baths Type of Work: ❑Addition ❑Alteration New ❑ Repair/Replace ❑ Demolition Describe Work: 2i { -7T4_. ****************************F �. Permit Fee $ '�— County Escrow Fee $ Education/Training Fee $ O d (zO Tech $ (.0 Q,S Scanning $ 9 • Radon $ Code Enforcement $ Bond $ Struct. $ Minus Plans Check Fee $ Total Fee Now Due $ an- Q) • (Continued on opposite side) Notary $ cl I s oi gyp' 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Bonding Company's Name (if applicable) Bonding,Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDMONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approvnd a reinspection fee will be charged. Owner or Agent nth The foregoing instrument was acknowledged before me this _ day of 20 41 by CIO ()cd I Rochhgt who is personally known to me or who has produced As identification and who did take an oath. Signature NOTARY P Sign: Print: ter t� My Commission Expires: �. . Z6 APPLICATION APPROVED BY: chc717 /03 ,e The foregoing instrument was acknowledged before me thi 4 dayof \i„ ,. • ,2060,by who is_p onail�� to Anil as iden NOTARY PUBLIC: 1 o. Melt .. � ' ii fascia d D834024 g3;n200- C BpNpII(G CU, INC. i 11 Wirt c • 1 �. ,r. ,I. . Mi N•t , ::M AGALL®Fig Notary Public, State of Flo riEllaL ` siaf- #DD76231 �' My Commission Expires Feb. 25, 2 -m Commission E es: xpn (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. ******** s****ws***** s ********* s*****ssr s***************>« s************** s * * * * * * * * * * * *s * *s * * * * * * * * *r * * *s Plans Examiner Engineer Zoning slivering Excellence Every Day" Master Permit No: Job Address: Love aggroof arch (ft' • • •••• Miami- Dadii High Vel t d ao Name: 1Florida Roofing Solutions, iris a °'+ 7 4 10090 NE 12th ave Roof Type New Roof U Re- Roofing ❑ Recovering 0 Repair ❑ Maintenance Are there Gas Vent Stacks located on the roof? ' ❑ Yes 0 No Roof System Information g Department Electronic Application ne Roofing Permit Appli tie { t on) 4 ' ° d a JUN 0 9 Total (ft. B Roof Category ❑ Low Slope ❑ Mechanically Fastened Tile 0 Asphaltic Shingles El Metal Mortar/Adhesive Set Tile 0 Sprayed Polyurethane Foam El other Panel/Shingles ❑ Wood Shingles/Shakes If yes, what type? ❑ Natural ❑ LPGX Steep Sloped area (ft. • - Section B (Roof Plan) SkOPItEtPof Plap; JIl strate all levels and sections, roof drains, scuppers, overflow scuppers Pp peers and overflow drains. Include P erimeter Width 44; Clearly identify dimensions of elevated pressure zones and location of ime��,s of s�Ctwn9 and lesels• P •••• parapets. r(4: �... Corner Size (a' x a'): Tile. Roof System M MIAMI COUNT "Delivering Excellence Every Day" Roof System Manufacturer: Notice of Acceptance Number (NOA): • • • • • • • • • • • • • • • • • • ''Ito"of Sion: • • • • • • • • • • • • • • • • , Roof Medh • • • • Drip Edge Size & Gauge: Drip Edge Material Type: Drip Edge Fastener Type: Hook Strip/Cleat gauge or weight: 7 71 - 7 7 7 • Miami-Dade County Building Department Electronic Application Section El Sloped SystemDescription llie,Roof,Sys$9n Eagle Roofing Products LLC 1 3 3 M A • • • ft. 06-0526.08 P 1: -45.1 Method Clfaik Attachment — Adhesive, Large Paddy Polyfoam Polypro— Alternate Method of Tile Attachment per NOA: --3" face 26 ga.— —Galvinized Metal- 1 1/4" ring shank nails Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P 2: Maximum Design Wind Pressures, (From the NOA Specific system): 66 psf Fill in the specific roof assembly components. If a component is not required, insert not applicable (Ala) in the text box. - 78.6 P 3: Deck Type: Optional Insulation: F5/8" Plywood— Optional Mailable Substrate: 1 Optional Nailable Substrate Attachment Basesheet Type: [30#' base sheet Fastener Type for Basesheet Attachment: '111/4" ring shank nails w/ 1 5/8" tincaps Tile Underlayment (Gap Sheet ) Type: 90# tile underlayment Tile Underlayment Attachment Method: hot asphalt Tile Profile: F ia - b1; 7 0 - file concrete tile Section E 2 MIAMI•I3ADE "Delivering Excellence Every Day" P1: P2: P3: • • • • COUNT' • Tile Dimensions • • • • • • •••• ee• • Description Average Tile Weight a", 4'4i Method 1 "Moment Based T{$3 CIcueto4s Pen RAS 127" f'D 4'1 For Moment based tile systems, use Method 1. Compare the values for Mr with the values from Mf. if the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. P1: P2: P3: -78.6 •••• • •• • • : • • • • • Miami -Dade County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form 0 . t. + i Method 3 "Uplift Based Tile Calculations Per RAS 127" For lJpiift based tile systems use Method 3. Compare the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, ihathe the attachment method is acceptable. • • • • • •• • • •• • • • • •••• • • x yya = W I = length w = width Section E (Tile Calculations) W: - W: • • •Where to Obtain information to complete tile calculations Mean Roof Height Roof Slope Aerodynamic Multiplier Restoring Moment due to Gravity P1 or P2 or P3 Job Site Attachment Resistance Mf Product Approval (NOA) Required Moment Resistance Mr Calculated Minimum Attachment Resistance F Product Approval (NOA) Required Uplift Resistance Fr Calculated Where to Find Product Approval (NOA) Product Approval (NOA) - Mg: - Mg - Mg: 6.99 6:99 6.99 4 66.5 x cos 8: = Frl: x cos 0 = : Fr2: x cos 0: '= Fr3: NOA Mf NOA Mf NOA Mf Product Approval (NOA) Product Approval (NOA) -4- 4949.4 , 1 4 4,,t499439 , 14 . 449 , 94.4.-9,4,z_949-4y4,- ca: NOA F •NOA F' 5 E= NOA F' • • • • • • • • • • • • !DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Eagle Roofing Products LLC 1575 East C.R. 470 Sumtervilie, FL 33585 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the ART cm areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in . thwapted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately dal, !odify,. sipend the use of such product or material within their jurisdiction. BORA reserves the right to mire e this accepta if it is determined by Miami -Dade County Product Control Division that this product or niburial to meet the requirements of the applicable building code. Th is product is approval as described herein, and has been designed to comply with the Florida Building Code, ancleie 1 gh Vee ir'.idurricane Zone of the Florida Building Code. DT?.SCRIPTION, *EnDistrano. Concrete Tile .... .•.. LABELING: Ertel: tilt shall bear a permanent label with the manufacturer's name or logo, city, state and foiloviitp statemtilf * Muni-Dade County Product Control Approved", unless otherwise noted herein. •••• • .. • RFINEWAL of this NcIA shall be considered after a renewal application has been filed and there has been no chaftgeih the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 6. The submitted documentation was reviewed by Alex Tigera. t 'MIAMI -DADk COb'NTY, FLORIDA METRO -DADE FLAnr Rli BUILDING 140 WEST 'i lG . STS, SUITE 1603 7 1I1hMI, 1 ORIDA 33130 -1563 3O375 F4X (305) 375 -2908 NOA No.: 06- 0526.08 Expiration Date: 10 /05/11 Approval Date: 10 /05/06 Page 1 of 6 • • • ...••• . • • • • • .. .•••• .• • • ROOFING ASSEMBLY APPROVAL Carmel ' Snb_Catee Material: 1. SCOPE This approves a new roofing system using "Capistrano Concrete Tile" as m rnnfactured by Eagle Roofing Products LLC in Sumterviile, FL. and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations cha11 be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by A- pp •.•• • • • 'trapiTtrano • t~oecretc • 'T� ' •••• • • • • • Trim Pieces •••• • • .• • • • • • .. • •.•• •••• • • • TT'SUBMIritD • Testy • PRI Asphalt Teahttlogies 'Rg41ilid Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Dimensions L = 17" W =12 Thickness = . 1= varies w =varies varying thickness EVIDENCE: Roofing 07320 Roofing Tiles Concrete Wood Test Specifications TAS 112 TAS 112 Test Identifier ERPF-001 -02 -02 7161 -03 Appendix III Letter Dated Aug. 1, 1994 P09647 -01 PO402 94-083 94-084 Product Descriation Iligh profile concrete roof tile. For direct deck or battened nail -on applications. Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report Date TAS -112 Aug.2006 Static Uplift Testing Dec. 1991 TAS 102 & 102(A) Wind Tunnel Testing Aug. 1994 TAS 108 (Nail -On) Wind Tunnel Testing Aug. 1994 TAS 108 (Mortar Set) Withdrawal Resistance Sept. 1993 Testing of screw vs. smooth shank nails Static Uplift Testing April 1994 TAS 101 (Adhesive Set) Static Uplift Testing May 1994 TAS 101 (Mortar Set) NOA No.: 06- 0526.08 Expiration Date: 10/05/11 Approval Date: 10/05/06 Page 2 of 6 • • • • • • • • • 0 • • • • • • • • The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. • • • • • 43: :LIKIF4.11QNS •••• • • Fire clatIsification is not part of this acceptance. ;61:mrsnetar or adhesive set tile applications, a static field uplif test shall be performed in • 3.2 •••• • • • : • 3.3 •••• .. • •••• • 3.4 • • • • • • •••• •••• • • •••• 3 25-709443, 6 & 9) 25-7120-(1 & 2) 25-7183-(3 & 4) 25-721443, 4, &7) 25-78044 520111-3 520191-2-1 Calculations Calculations , St2ic Uplift Teiting Oct. 1994 TAS 102 Tegeng -Sciv. 1994 ,T3S102 - ' Ulilifffesting 1995 TAS 102 Static Uplift Testing March, 1995 TAS 102 Static Uplift Testing Sep. 1996 TAS 102 Static Uplift Testing Dec. 1998 TAS 101 Static Uplift Testing March 1999 TAS 101 Aerodynamic Multiplier Sep, 2006 Restoring Moment Due to Sep. 2006 Gravity intetdseice with TAS 106. Appitnitit shall retain the services of a Miami-Dade County Certified Laboratory to perform Varterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the iftedding Code Compliance Office for review. underlayments shall be in compliance with the applicable Roofing Applications Stetted* listed section 4.1 herein. VaOlot mopped underlayment applications may be installed perpendicular to the roof slope seated otherwise by the underlayment material manufacturers published literature. This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with chapter 29 of the SFBC. NOA No.: 06-0526.08 Expiration Date: 10/05/11 Approval Date: 10/05/06 Page 3 of 6 • • • • • • • • • • • • • • • • • • • • • • • • • • • •" • • • • • 4. INSTALLATION 4.1 Eagle Roofing Products LLC Capistrano Concrete Zl1esan4 its•conlyonextrshWhe installed in strict compliance with Roofing Application Staidard 1AS 1E Rne, 119 and RAS 120. 4.2 Data For Attachment Calculations 1 Capistrano Concrete Tile Table 1: Average Weight (W) and Dimensions (1 x w) Weight-W (Ibf) Tile Profile Length-I (ft) 10 1.417 Vlfidth-w (ft) 1.04 Capistrano Concrete Tile Table 2: Aerodynamic Multipliers - A(ft) A (ft) Batten Application 0.300 Tile Profile A (ft) Direct Deck Application 0.277 Tlie Profile diagistrano, Concrete Tfit • • • • • • • • • • • Table 3: Restoring Moments duet° Gravfty M, (ft-lbf) 3":12" 4":12" 5"•12" 6":12" J;Igttens Direct Deck 6,68 6.99 .5 5: 5 ° Battens Direct Battens Direct Battens - Direct Deck Deck Deck 6.57 6.88 6.44 6.73 628 6.56 Greater than 7":12" Battens Direct Deck 6.10 6.38 • • : ' • • • ' eatie 4: Attachment Resistance Expressed as a Moment - Mt (ft-Ibf) • • •••••• for 14 a 11.0 n Systems • • "pie ' ' - 11 'Fastener Type i • *Profile ' ' ' Direct Deck (min 15/32" plywood) 28.6 • • 000 gapi§trano Wad Ring Shank Nails gescrete 1,rtgul Smooth or Screw • ilie• • Shank Nail 2-10d Smooth or Screw Shank Nails 1 #8 Screw 2 #8 Screw 1-10d Smooth or Screw Shank Nail (Field Clip) 1-10d Smooth or Screw Shank Nail (Eave Clip) 2-10d Smooth or Screw Shank Nails (Field Clip) 2-10d Smooth or Screw Shank Nails (Eave Clip) 5.1 6.9 20.7 43.2 23.1 29.3 27.6 38.1 Direct Deck (min. 19/32" plywood) 41.2 6.8 92 20.7 43.2 23.1 29.3 4 27.6 38.1 Battens N/A N/A N/A N/A N/A N/A N/A N/A N/A 2-10d Ring Shank Nails' 33.1 48.1 N/A 1. Installation with a 3' tile headlap and fastemers are located a min. of 21/2" from head of tile. NOA No.: 06-0526.08 Expiration Date: 10/05/11 Approval Date: 10/05/06 Page 4 of 6 • • • • • • • • • • • • • • • • • • • • • • * • • • • • • • • • • Capistrano Concrete Tile • • IP • • •••• • •••• • •••• • • C • api strano borliete Tile •••• ■•••_ • • • • • *elite • - nle-Titejlqpialjp Mortar. Adhesive 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBoncl Average weight per patty 107 grams. Polyfoam Product Inc. Average weight per patty 8 grams. EATL FLORIDA CAPISTRANO CONCRETE ROOF TILE LABEL, SUMTERVILLE PLANT (LOCATED ON UNDERSIDE OF TILE) Table 5: Attachment Resistance Expresselent P (ft-lbf) for Two Patty Adhesive Set 1. Tile Tile ApplicatImr 4 Rtlachment Profile Resistance 29.5' Table 5A: Attachment Resistance Expressed as a Moment - M (ft-lbf) for Single Patty Adhesive Set Systems Tile Application The Profile Capistrano Concrete Tile Polyfoam PolyProTm Poiyfoam PoIyproTM 3 Large paddy placement o 63grams of PolyPromi. • • Medium paddy placement of 24grams of P�IyProTM. . • Minimum Attachment Resistance 66.8' 38.7 l'able°513: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) : for Mortar Set Systems Tile Attachment Application Resistance Mortar Set* 24.5 • •• • • • • •• •••• LABELtxd •.••.' All tiles shall hear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami-Dade County Product Control Approved". NOA No.: 06-0526.08 Expiration Date: 10/05/11 Approval Date: 10/05/06 Page 5 of 6 • • • e- • •IP • • • • • • • •••• • 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. •••• • • • •• ••. • • ••••• •••• • • • • •••• • Y • • •• • • • • • • •••• •••• • • . 6.1.2 Any other documents required by the Buildg� C mal oiL appji ,aalo buildiwg code in order to properly evaluate the installation of t i system. PROFILE DRAWING •• •• • • ••• • • •••••• • •• • • • • • NAIL KOLE CAPLSTRANO CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 06- 0526.08 Expiration Date: 10/05/11 Approval Date: 10/05/06 Page 6 of 6 MIA M 1•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this.ptioduct or material fails to meet the requirements of the applicable building code. • •• • • • •• • • • • • • `this prad€t is apprdved Is described herein, and has been designed to comply with the High Velocity Hurricane •••• ••ne of the Florida $uilding Code. o DESCR1 tON: Pp)kypao® AH160 . • • • • •• • • • •: 1ENEydA1' pf this•MIA•sha11 be considered after a renewal application has been filed and there has been no ange i$ Ile appliciarsilding code negatively affecting the performance of this product. • ▪ '1'ERMWi'1ON o tht9NOA will occur after the expiration date or if there has been a revision or change in the • materials, woo, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, fmstiles, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.01- 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by JRrge L. Acebo. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 1 of 7 • •' • • • • • .' ROOFING ASSEMBLY APPROVAL: Category: Roofmg Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Polypro® AH160 N/A Foampro® RTF1000 N/A .. . • • Pro ' ck® 30 & O N/A •.•• • • ••• • • • • • •••• • PHIi',.gt•AL PRO& ERTIES: ••••• Property • Proper Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Dimensions Test Specifications TAS 101 PRODUCTS 1VY�1Ll BY OTHERS: •.•• • •. • • An -Dade bounty Product Control Accepted Roof Tile Assembly having a current NOA which list e it resiefaace values with the use of Polypro AH160 roof tile adhesive. Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment Results 1.6 lbs. /ft. 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs. /Ft 3.1 Perm / Inch +0.07% Volume Change @ -40 F., 2 weeks +6.0% Volume Change @158 ° F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page2of7 Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01- 6743 -011 ASTM E 108 11/16/94 01- 6739- 062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 • • • • 528454 -10 -1 • • • • •• • • • •' • 520109 -1 TAS 101 12/28/98 • ▪ • • 520109 -2 • • • ' • 520109 -3 •• •• •• 520109 -6 • 520109 -7 •• • • • • •••. • •••••• 520191 -1 TAS 101 03/02/99 • • • •••• •••• 520109 -2 -1 • • EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name /Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -1PA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB -589 -631 ASTM D 1623 02/01/94 Polymers Division • • •• • • • LIM'ITATIOI • • ; •••• 1. • Fi'1Q•classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® AHI60 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. F '. 2 MS W NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 3 of 7 ••• • 'f Ie 1: Adhesive Placement For Each Generic Tile Profile • • .. •• • • Ti • • • • le •••• •••• • Pl Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 INSTALLATION: 1. Polypro® AI1160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 2. Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing ..equipment only. • 7. • • Q'olypro ®.AHP60 shall not be exposed permanently to sunlight. • 8..••1 must be altered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro®1,a) has been dispensed. .• 9. • 'pjypro® A1I1460 placement and minimum patty weight shall be in accordance with the 'Placement • „j7bt$ils' heIei •Each generic tile profile requires the specific placement noted herein. • • • • • • • • • • .•• ••• LABELING: • All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 4 of 7 • • • • • • • •• •• • Nail through plastic cement Paddy (Beneath Tile) Underlayment Eave Course 10 In. Eave Closure Fascia Eave course only: Keep adhesive approx. 4In. up from weepholos • Nail through plastic cement Undedayrypgf • • • • 1E In. •••• • • • •• • Eave Course • • • • • • • Eave coursetn • • Keep adheohryp apyraa. 4 in. up from weepides • -eM ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Paddy (Beneath Tile) Eave Closure 411111 Eave Course Eave course only: Keep adhesive approx. 4 in. up from weepholes 1) Place enough adhesive to achieve 17 to 23 Optional 2x4's for square inches in contact with the pan file steep pitch applications 2) Tum covers upside down. Place adhesive 112 In. To 1 In. From outside edge of cover tile. Then install the tile. Und Remov top portion of the eave course cover file. Abut to second course of pan tiles. Ensure eave end of pan and cover tiles are flush at eave One. Eave closure (mortar shown) Weephole Fascia Bo Paddy (Beneath 1118) Fascia Weephole Eave closure Drip edge Nall through plastic cement Optional Point-up Mortar on longludinal edges of tile NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 5 of 7 Sheathing 7 in . \ice in. lnderlayment Eave Course Paddy (Beneath Tile) Nail through plastic cement Fascia Nail through plastic cement Eave Course Paddy (Beneath Tile) Fascia Eave Closure Nail through plastic cement Underlayment Eave Course • • •••• Eavetlestrt • • • • •••• • • • •• • • • •••• • • • • •••• • • • • • • • • • •••• • •••• • • •• •• • • •••• • • •••• • • •• • • • • • ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Paddy (Beneath Tile) Fascia Weephole Eave closure Drip edge NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 6 of 7 • • • Nail through plastic cement .. in. x 3in. Single paddy on under - layment Paddy (between tile) Paddy (under tile) Single paddy under tile Eave course Single paddy. • �\ �� 2 in. X 7 in. medium i • • oaop of tile • • size paddy eave • • • Fascia course only •• • • • • • • •••• • • • •• • •••• • • • • •••• • • • • •• • • • • • •••• • ••••• • •••• •• •• • • • • •••• • • •• • • • • • Nail through plastic cement / in. x3in. Single paddy on underlayment Single paddy on top of tile ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Eave Course Nail through plastic cement Underlayment }` in.x 3 in. Single 41n. paddy on under - layment Single paddy under tile Single paddy between tile 2 in. x 7 in. medium size paddy eave course only Single paddy on top of tile Eave Course Fascia Weephole Eave closure Drip edge Single paddy between tile Eave Closure 2 in. x 1 in. medium • size paddy eave course only Fascia END OF THIS ACCEPTANCE NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 7 of 7 Inspection Number: INSP- 116390 Permit Number: RF -6-09 -958 Scheduled Inspection Date: December 14, 2009 Inspector: Bruhn, Norman Owner: RODRIGUEZ, CLAUDIO & MARIA Job Address: 10090 NE 12 Avenue Miami Shores, FL Project: <NONE> Contractor: FLORIDA ROOFING SOLUTIONS, INC. Building Department Comments ROOF FOR NEW CONSTRUCTION Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CG December 11, 2009 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspecti. ns please call: (305)762 -4949 Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number 305/216 -2224 Parcel Number 1132050190380 Phone: 305 -687 -9877 Page 2 of 32 • BUILDING CODE COMPLI.ANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Santafe Tile Corporation 8825 NW 95 Street Medley, FL 33178 The submitted documentation was reviewed by Alex Tigera. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WES a AGLER STREET, SUITE 1603 i1IAM1, FLORIDA 33130 -1563 5 -2901 FAX (305) 375 -2908 SCOPE: a ' z A 4 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Santafe Spanish 'S' Clay Roof Tale LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. • • • • • • • • •••• • RENEWAL of this NOA shall be considered after a renewal application has been filed and tliere ben•& • change in the applicable building code negatively affecting the performance of this product. • ••••• ..•• .... RMINATION of this NOA will occur after the expiration date or if there has been a redis or chadge+in, the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endessemont of an • product, for sales, advertising or any other purposes shall automatically terminate this NOA, 0ailvre to comply with any section of this NOA shall be cause for termination and removal of NOA. • • • •••• • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, advertising F ii nwed "' by • �'� pl. f the expiration date may be displayed in advertising iz' s e terature. If any portion of the NOA is displayed, then itstall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises and renews NOA # 04- 0420.03 and consists of pages 1 through 5. / ‘ / (L) lv NOA No.: 05- 0921.02 Expiration Date: 02/01/11 Approval Date: 02/02/06 Page 1 of 5 4 ROOFING ASSEMBLY APPROVAL Categorv• Roofing Sub- Categorv: 07320 Roofing Tiles Material: Clay Deck Tvpe: Wood 1. SCOPE This revises a roofing system using Santa Fe "Santafe `S" Clay Roof Tile, as manufactured Santafe Tile Corporation and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Santafe `S' Clay Roof Tile Trim Pieces 2.1 SUBMITTED EVIDENCE: Test Agency The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Test Dimensions Specifications N/A I = varies w = varies varying thickness TAS 112 TAS 112 Test Identifier 94 -156 -8 94 -156 -9 25- 7205 -1 Project: 07- 07 -00 -91 (307023) 7161 -03 Appendix II 7161 -03 Appendix III P 0402 Product Description One piece high profile clay roof tile equipped with two nail holes. For nail -on, mortar set and adhesive set applications. Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report . . Data • • • • • • • • •• • • •. TAS 101 TAS 102 TAS 101 TAS 100 TAS 108 (Nail -On) Static Uplift Testing Dec. 1991 TAS 102 & TAS 102(A) Withdrawal Resistance Sept. 1993 Testing of Screw vs smooth shank nails .... Aug. 1 .. • • •••• • ...J Larch .. •. Apt. 1994 •.. • • Dec. 19.1... • • .. •• • ••• • NOA No.: 05- 0921.02 Expiration Date: 02/01/11 Approval Date: 02/02/06 Page 2 of 5 Test A aencv Test Identifier Test Name/Renort Date Redland Technologies P 0647 -01 TAS 108 Aug. 1994 (Mortar Set) Redland Technologies P 0631 -01 PA 108 July. 1994 (Mortar Set) Celotex Corporation Tesing Services 520305 -01 thru 05 P.A 102 June 1999 IBA Consultants, Inc. 2353 -4 Restoring Moment Aug. 1999 PRI Asphalt Technologies, Inc. SFTC - 003 -02 -01 TAS 101 12/06/02 IBA Consultants, Inc. 2353 -70 IBA Consultants, Inc. TAS 101 09/22/03 2353 -71 TAS 101 09/22/03 IBA Consultants, Inc. 2353 -93 ASTM C 1167 07/18/05 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be. �� compliance with applicable building code. • • 4. INSTALLATION • • • 4.1 Santafe 'S' and its components shall be installed in strict compliance.4410 •••• Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations 6 •••• • Santafe 'S' Tile Profile Table 1: Average Weight (W) and Dimensions (I x w ) Weight -W (Ibf) 6.7 Length -I (ft) 1.5 •• .. • Ifficiti-w • • • • • • a. . ••• 0.958 • • Santafe 1 S' Tile Profile Table 2: Aerodynamic Multiplyers— X(ft3) (ft3) Batten Application 0.274 A, (ft Direct Deck 0.297 NOA No.: 05- 0921.02 Expiration Date: 02/01/11 Approval Date: 02/02/06 Page 3 of 5 •••• • • •.. • •.• • •. • • • • • •. Santafe 'S' A Santafe 'S' See manufactures corn 3 Flexible Product, Inc. Avera Po l oam Product, Inc. Avers Santafe 'S' Santafe 'S' Tile Profile Battens 5.93 Table 3: Restorin 2 ":12" Tile Profile Direct Deck 5.90 nent a Battens 5.85 3 ":12" Moments due to Gravi 4 ":12" Direct + Battens Deck 5.82 5.73 Direct Deck 5.69 Battens 5.56 for Nail-On S stems Fastener T •e 2 Rin. Shank Nails One #8 Screw Two #8 Screws One #8 Screw w/ Clip Two #8 Screws w/ Cli oved screws as noted 'Product manufactured b others'. 5 ":12" Direct Deck 5.53 - M Direct Deck 21.8 29.16 3828 57.31 57.60 ft - lbf Battens 5.32 6 ":12" Direct Deck 5.29 Table 4: Attachment Resistance Expressed as a (Moment - Mf (ft -Ibf) Tile Profile Santafe 'S' Table 5: Attachment Resistance Expressed as a Moment M (ft -lbf) for Two Pa Adhesive Set S stems Tile Tile Application Profile Tile Bond Poi oam Poi 4. ro AH 160 oval for installation re uirements. e wei.ht •er•a e wei.ht ser .a 10.4 9.4 rams. rams. Minimum Attachment Resistance 38.9 28.5 Table 5A: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Single Patty Adhesive Set Systems Tile Application Polyfoam Polypro AH 160T" Polyfoam Polypro AH 160T" Paddy placement of 63 grams of Polypro AH 160TH Paddy placement of 24 grams of Polypro AR 160Tm. Minimum At1achmer Rest to •••• • • •. Table 6: Attachment Resistance Expressed as a Moment - M (fWtff • for Mortar or Adhesive Set Systems Tile Tile Application Mortar Set Profile Attactfmenf Resistance: 23.6 7 ":12" or • reater Battens Direct Deck 5.03 N/A Battens N/A N/A N/A N/A 61.77' • • ••• • •. •. is 111 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". NOA No.: 05- 0921.02 Expiration Date: 02/01/11 Approval Date: 02102/06 Page 4 of 5 • • .•• • .•• ... • • • • • • • •• • • • • • •• 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWING "SANTAFE S" CLAY ROOF TILE END OF THIS ACCEPTANCE ... • • • .... • • • . .. . . • • .. • • • • • •• • • • •••• .... • • • • .... .... • • .. .. • • • ... • • • NOA No.: 05- 0921.02 Expiration Date: 02/01/11 Approval Date: 02/02/06 Page 5 of 5 • • • • • • • • •••• • • • • • • • • .. • ••• • • • M I A M ICADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Santafe Tile Corporation 8825 NW 95 Street Medley, FL 33178 laamnivm1 BY: _ k" MIAMI -DADE COUNTY, FLORIDA GLER BUILDING STREET, SUITE 1603 , FLORIDA 33130 -1563 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Santafe Spanish `S' Clay Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and • following statement: "Miami -Dade County Product Control Approved ", unless otherwise potec, herein! • • • • • • • • RENEWAL of this NOA shall be considered after a renewal application has been filed aadithate has gam aS change in the applicable building code negatively affecting the performance of this product •••• • .... .... • • TERMINATION of this NOA will occur after the expiration date or if there has been a re4is'ibn or chahtrin the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an ericfarsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOj. to congply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, iileridL and & iime d by. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. • • • • • .... • • .... • INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises and renews NOA # 04- 0420.03 and consists of pages • ugh 5. The submitted documentation was reviewed by Alex Tigera. NOA No.: 05- 0921.02 Expiration Date: 02/01/11 Approval Date: 02/02/06 Page 1 of 5 • • • • • • • • • ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: Deck Type: 1. SCOPE This revises a roofing system using Santa Fe "Santafe `S" Clay Roof Tile, as manufactured Santafe Tile Corporation and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Santaff `S' Clay Roof Tile Trim Pieces Redland Technologies Redland Technologies Redland Technologies Applicant Dimensions Specifications N/A 1= varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Agency The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Roofing 07320 Roofing Tiles Clay Wood Test TAS 112 TAS 112 Test Identifier 94 -156 -8 94 -156 -9 25- 7205 -1 Project: 07- 07 -00 -91 (307023) 7161 -03 Appendix II 7161 -03 Appendix HI P 0402 Product Description One piece high profile clay roof tile equipped with two nail holes. For nail -on, mortar set and adhesive set applications. Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Repoi • • • DatL• • • •• • • •. • TAS 101 • Aug. 1994• TAS 102 TAS 101 TAS 100 TAS 108 (Nail -On) Static Uplift Testing TAS 102 & TAS 102(A) Withdrawal Resistance Testing of Screw vs smooth shank nails • .•• • • .••• .... • • • • • • March 1993 • • •• 1994•• • • 199f • • • Dec. 1991 Sept. 1993 NOA No.: 05- 0921.02 Expiration Date: 02/01/11 Approval Date: 02102/06 Page 2 of 5 Table 1: Average Weight (W) and Dimensions (1 x w) • • • • • Tile Profile Table 2: Aerodynamic Multiplyers— X(ft (Ibf) Length -I (ft) , 4 V�/igth -w ft�j• • • Santafe 'S' 6.7 Santafe 'S' 1.5 0.958 "; Test Agency Redland Technologies Redland Technologies Celotex Corporation Testing Services IBA Consultants, Inc. PRI Asphalt Technologies, Inc. IBA Consultants, Inc. IBA Consultants, Inc. IBA Consultants, Inc. Test Identifier Test Name/Report Date P 0647 -01 P 0631 -01 520305 -01 thru 05 SFTC- 003 -02 -01 2353 -70 2353 -71 2353 -93 TAS 108 (Mortar Set) PA 108 (Mortar Set) PA 102 • • 4.2 Data For Attachment Calculations •••• Aug. 1994 July. 1994 June 1999 2353 -4 Restoring Moment Aug. 1999 TAS 101 TAS 101 TAS 101 ASTM C 1167 12/06/02 09/22/03 09/22/03 07/18/05 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications Minimum deck requirements shall he, in compliance with applicable building code. • • • •• • • • .• • • •••• 4. INSTALLATION • 4.1 Santafe 'S' and its components shall be installed in strict complianc. with Application Standard RAS 118, RAS 119 and RAS 120. • • R • • ••. • •• NOA No.: 05- 0921.02 Expiration Date: 02/01/11 Approval Date: 02/02/06 Page 3 of 5 Table 2: Aerodynamic Multiplyers— X(ft Tile Profile A ( ) Batten Application A, (' ) Direct Deck Santafe 'S' 0.274 0.297 Test Agency Redland Technologies Redland Technologies Celotex Corporation Testing Services IBA Consultants, Inc. PRI Asphalt Technologies, Inc. IBA Consultants, Inc. IBA Consultants, Inc. IBA Consultants, Inc. Test Identifier Test Name/Report Date P 0647 -01 P 0631 -01 520305 -01 thru 05 SFTC- 003 -02 -01 2353 -70 2353 -71 2353 -93 TAS 108 (Mortar Set) PA 108 (Mortar Set) PA 102 • • 4.2 Data For Attachment Calculations •••• Aug. 1994 July. 1994 June 1999 2353 -4 Restoring Moment Aug. 1999 TAS 101 TAS 101 TAS 101 ASTM C 1167 12/06/02 09/22/03 09/22/03 07/18/05 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications Minimum deck requirements shall he, in compliance with applicable building code. • • • •• • • • .• • • •••• 4. INSTALLATION • 4.1 Santafe 'S' and its components shall be installed in strict complianc. with Application Standard RAS 118, RAS 119 and RAS 120. • • R • • ••. • •• NOA No.: 05- 0921.02 Expiration Date: 02/01/11 Approval Date: 02/02/06 Page 3 of 5 Table 3: Restoring 3 ":12" Moments due 4 " :12" to Gravity - 5 ":12" M (ft-Ibf) 6 ":12" 7 " :12" or greater Tile Profile 2 ":12" Battens Direct Deck Battens Direct Deck . Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Santafe 'S' 5.93 5.90 5.85 5.82 5.73 5.69 5.56 5.53 5.32 5.29 5.03 N/A Table 4: Attachment Resistance Expressed as a Moment - M (ft-Ibf) for Nail -On Systems Profile Fastener Type 2 -10d Ring Shank Nails One #8 Screw Tile Santafe 'S' Two #8 Screws One #8 Screw w/ Clip Two #8 Screws w/ Clip 1. Approved screws as noted 'Product manufactured by others'. Direct Deck 21.8 29.16 3828 57.31' 57.60' Battens N/A N/A N/A N/A 61.77' Table 5: Attachment Resistance Expressed as a Moment M, (ft-Ibf for Two Patty Adhesive Set Systems Tile Application Tile Profile Santafe 'S' Tile Bond Polyfoam Polypro AH 160TH 2 See manufactures component approval for installation requirements. 3 Flexible Product, Inc. Average weight per patty 10.4 grams. 4 Polyfoam Product, Inc. Average weight per patty 9.4 grams. Minimum Attachment Resistance 38.9' 28.5 Table 5A: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Single Patty Adhesive Set Systems Tile Application Tile Profile Santafe 'S' Polyfoam Polypro AH 160TH Polyfoam Polypro AH 160TH 5 Paddy placement of 63 grams of Polypro AH 160TM. 6 Paddy placement of 24 grams of Polypro AH 160T"". • • M i n i tp u rig Attac h nletft• Resistance: • • • • •••RQ•8b •••• ••• • • • • • •••• •••• •••• ••• • 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". NOA No.: 05- 0921.02 Expiration Date: 02/01/11 Approval Date: 02/02106 Page 4 of 5 Table 6: Attachment Resistance Expressed as a Moment - M((fl XID for Mortar or Adhesive Set Systems • • • • • • • • • Tile Tile Attachment °••••• Profile Application Resietartrce • • • • Santafe 'S' Mortar Set 23.6 _ • • Table 4: Attachment Resistance Expressed as a Moment - M (ft-Ibf) for Nail -On Systems Profile Fastener Type 2 -10d Ring Shank Nails One #8 Screw Tile Santafe 'S' Two #8 Screws One #8 Screw w/ Clip Two #8 Screws w/ Clip 1. Approved screws as noted 'Product manufactured by others'. Direct Deck 21.8 29.16 3828 57.31' 57.60' Battens N/A N/A N/A N/A 61.77' Table 5: Attachment Resistance Expressed as a Moment M, (ft-Ibf for Two Patty Adhesive Set Systems Tile Application Tile Profile Santafe 'S' Tile Bond Polyfoam Polypro AH 160TH 2 See manufactures component approval for installation requirements. 3 Flexible Product, Inc. Average weight per patty 10.4 grams. 4 Polyfoam Product, Inc. Average weight per patty 9.4 grams. Minimum Attachment Resistance 38.9' 28.5 Table 5A: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Single Patty Adhesive Set Systems Tile Application Tile Profile Santafe 'S' Polyfoam Polypro AH 160TH Polyfoam Polypro AH 160TH 5 Paddy placement of 63 grams of Polypro AH 160TM. 6 Paddy placement of 24 grams of Polypro AH 160T"". • • M i n i tp u rig Attac h nletft• Resistance: • • • • •••RQ•8b •••• ••• • • • • • •••• •••• •••• ••• • 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". NOA No.: 05- 0921.02 Expiration Date: 02/01/11 Approval Date: 02/02106 Page 4 of 5 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWING "SANTAFE S" CLAY ROOF TILE END OF THIS ACCEPTANCE • • • •••• ••• • • • • • •• •• •• NOA No.: 05- 0921.02 Expiration Date: 02/01/11 Approval Date: 02/02106 Page 5 of 5 • • •• • • • • • •••• • • • •••• •••• • • • • • • •••• •••• • • • • • • • • • •••• • • • • •••• • • • • • •• • ••• • • • Scheduled Inspection Date: December 23, 2009 Inspector: Levrock, James Owner: RODRIGUEZ, CLAUDIO & MARIA Job Address: 10090 NE 12 Avenue Miami Shores, FL Project: <NONE> Contractor: PLUMBERS ENTERPRISES Building Department Comments December 22, 2009 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 c (V - Inspection Number: INSP -60913 Permit Number: PL -9 -07 -1898 For Inspections please call: (305)762 -4949 Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number 305/216 -2224 Parcel Number 1132050190380 Phone: (305)633 -9994 BUILD NEW ADDITION REMODEL BATH AND KITCHEN PLUMBING WORK Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. ments Page 26 of 29 BUILD NEW ADDITION REMODEL BAI/ PLUMBING WORK `per 9 Al igizve t e ki, a V° ‘0 if li Ar T EN 0, 1 d A v. °‘• © i , ,,eil ..... 8 _, ..... le ' Passed nspector Comments CC g q../ ......_ El Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 03/10/2008 Inspector. Levrock, James Owner: RODRIGUEZ, CLAUDIO & MARIA Job Address: 1009012 Avenue NE Project: <NONE> Miami Shores Village, FL 33138- Contractor. PLUMBERS ENTERP ISES Building Department Comments Friday, March 7, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Plumbing - Residential Inspection Type: Underground Rough Work Classification: Addition /Alteration Phone Number 305/216 -2224 Parcel Number 1132050190380 Lot: Phone: (305)633 -9994 Page 1 of 2 Miami Shores Village IlLtIcri Building Department loop N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. PI G- I -L T .16 9 5 PERMIT APPLICATI E CEEVI Master Permit No. FBC 2004 SEP 0 7 9J.J 119 Permit Type: Plumbing BY: ----------- Owner's Name (Fee Simple Titleholder) C A:o c7e4r IS6.42e.-2_ Phone # 3eS 2 1 - 2 2- a4 Owner's Address C I 2-5 Ai E cH3 51- City 11 5 4.0 r State 1 )- -- Tenant/Lessee Name E-MAIL: FOLIO / PARCEL # Job Address (where the work is being done) 1 clt a ci Zip 3 3 f • g Phone # 1UE Li ave.. City Miami Shores Village County Miami-Dade Zip 3 Is Building Historically Designated YES II NO Contractor's Company Name 40 ..1.4,a1-s. 17.1.N.i r r Phone # goc- (i)33 154 Contractor's Address 75)0 Old ' 5 it ' P AN/K City M it1 State 1/" Zip 33 IV. Qualifier Name klailo A Lt-4) State Certificate or Registration No. ILA-awn. Certificate of Competency No. E-MAIL: Architect/Engineer's Name (if applicable) IA zae S C I r bd( Phone # 3 5 - 4 2 3 t E Value of Work For this Permit $ 3 50, Phone # 0 S --- (633 Square / Linear Footage Of Work: 2. Ott Type of Work: VAddition ['Alteration DNew Re?Air/Replace El Demolition Describe Work: ro., e,ek_C E 1 Eft?. s 0 Structural Review. Review. $ Total Fee Now Due $ See Reverse side -+ ................................... ( .. ... , ............ ,c,cwwwww.w.wwww....... 4 Submittal Fee $ Permit Fee $ AgatiO CCF $ 2 .40 CO/CC Notary $ Training/Educatiqn Fee $ t isc.) Technology Fee $ 5 . Z5 . Scanning $ . Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved 1reinspection fee will be charged. Signature Contractor The foregoing instrument was acknowledged efore me this The foregoing instrument was acknowledged before me this day of I IL A ' i , 20(17 , by ( 010 IVO U1.- 2_ , day of , 20 ®7, by /� /,'" A �;i -4'°L , who is personally known to me or who has produced who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print. Owner or 'kgent As identificaSinn.aa d.. YhoN k , i :. pP p AV! _ 4 ': 1) , i0tP My Commission Expires: My Commission E a raeae*aexaoxYxxxxx .YnY****.tara:a ***Scxxx wat**ae******* APPLICATION APPROVED BY: (Revised 02/08/06) Carmel 9 ExPI+BY 2N/1008 Bonded thtu (800)432.125 F! ;a la Notary Assn., Inc NOT Si Print: Y PUBLIC: �t • I NANDE2 � 1ie�t�►r ytlt�. •- a '04 ,.a ®. .n •• •ua M10 ********x**** ac********* **x**************************rx arx xx / 0 / 2._ 3 An Plans Examiner Engineer Zoning ADDENDUM TO BUILDING PERMIT APPLICATION AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS BEEN OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS. PLEASE CIRCLE 0 DISCIPLINE APPLIED FOR: PLUMBING ELECTRICAL PERMIT # MECHANICAL ITEM UNIT FEE ITEM UNIT FEE ITEM UNIT FEE BATH TUB I SWITCH OUTLETS SPACE HEATERS DISHWASHER i LIGHT OUTLETS CENTRAL HEATING DISPOSAL RECEPTACLES A/C (WIND) FLOOR DRAIN SERVICE TEMPORARY A/C (CENTRAL) GREASE TRAP SERVICE SIZE IN AMPS DUCT WORK INTERCEPTOR SERVICE REPAIR/METER CHANGE REFRIGERATION LAVATORY 1 APPLIANCE OUTLETS PROCESS AND PRESS PIPING LAUNDRY TRAY RANGE TOP UNDERGROUND TANKS CLOTHES WASHER I OVEN ABOVE GROUND TANKS SHOWER 2 WATER HEATER U.F. PRESSURE VESSELS SINK. POT /3 COMP. MOTORS 0 -1 HP STEAM BOILERS SINK, RESIDENCE. ! MOTORS OVER 1 -3 HP HOT WATER BOILERS SINK, SLOP. MOTORS OVER 3 -5 HP MECHANICAL VENTILATION TEMPORARY WATER CLOSET MOTORS OVER 5 -8 HP TRANSPORTING ASSEMBLIES URINAL MOTORS OVER 8 -10 HP ELEVATORS /ESCALATORS WATER CLOSET 3 MOTORS OVER 10 -25 HP FIRE SPRINKLER SYSTEMS INDIRECT WASTES MOTORS OVER 25 -100 HP COOLING TOWERS WATER SUPPLY TO: MOTORS OVER 100 HP VIOLATION A/C UNIT A/C WINDOW REINSPECTION FIRE SPRINKLER AIR CONDITIONERS HEATER -NEW INST. STRIP HEATER , HEATER - REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL GENERATORS TRANSFORMERS SWIMMING POOL GENERATORS TRANSFORMERS WATER SERVICE SPECIAL PURPOSE SEWER CONNECTIONS OUTLETS COMMERCIAL UTILITY -SEWER SIGN TUBES UTILITY -WATER SIGN TRANSFORMERS SEPTIC TANK SIGN TIME CLOCK RELAY FIXTURES FAINFIELD, 4" TILE/RES. ANTENNA PUMP & ABANDON SEPTIC TANK TELEVISION OUTLETS SOAKAGE PIT CU. FT. VIOLATION CATCH BASIN REINSPECTION DISCHARGE WELL DOMESTIC WELL AREA DRAIN ROOF INLET ' SOLAR WATER HEATER FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEM GAS RANGE METER SET (GAS) . GAS PIPING ADDENDUM TO BUILDING PERMIT APPLICATION AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS BEEN OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS. PLEASE CIRCLE 0 DISCIPLINE APPLIED FOR: PLUMBING ELECTRICAL PERMIT # MECHANICAL ‘tiplAcc BUILDING PERMIT APPLICATION FBC 20 Submittal Fee $ Permit Fee $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No.3 Bs ® SI _©(0 Master Permit No. Permit Type BUILDINGG ROOFIN Owner's Name (Fee Simple Titleholder)C ( 4.0 eSt p Rk..44 r `t3 2 Phone # � S _ 2. (. , _ Z 2. a y Owner's Address L® ®(1 0 City K S e-, State -- Tenant/Lessee Name Email Zip Phone # Job Address (where the work is being done) City Miami Shores Villa County Miami -Dade Zip 3 3 1 8 FOLIO /PARCEL # Is Building Historically Designated YES NO ® Flood Zone Contractor's Company Name i - b. . K 1.: ,,,,,e.- CCP-IR, 4hone # 3 9 5 _ $ 9, _ F (o Contractor's Address ( c i 1 . G "3- S t City N - M i ...‘__, State 4 ( Zip ; �i' f C, 1 Qualifier Name G 1 aL9 44 a ® ii Jit,%- Z Phone # j c'7 5 ® 2. ( b - Z Z `Z 4 State Certificate or Registration No. c ac_ ® 5 - 4- S Certificate of Competency No. 'Contact Phone 30 S _ Z (( :2-- a 2. if E -mail Architect/Engineer's Name (if applicable) 11 z.r S C r-1,,-, , j 421( Phone # Value of Work For this Permit $ Z L® O'. Square / Linear Footage Of Work: 1 1 0 GI Type of Work: ❑Addition DAlteration ON w ❑ Repair/Replace ti ❑ Demolition Describe Work: R.4 2: eo C.. - A t v 100 t.t CCF $ IVECTITM NOV 2 0 2008 B ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees* * * * * * * * * * ** ** * * * * *,* * * * * * * * * * ** COICC .$ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ R.60 Radon $ DPBR $ Bond $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ See Reverse side 1. Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK., PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that. all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is .subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence o such posted notice, the inspection will not be approved inspection fee will be charged.. Signature Signature Owner or Agent The f o r e oing t r u m e n t was a ledged ,ef• a me 's T h e f o r e g ing • trument w oknv 1=`. ged bef re me day of 20 by J f , 20 , by C • ► I 3 who is personally known to *r+e.nr who has produced p P ro Sign: 119 NOTAR UBLIC: As identification and who did take an oath. as identification and who did take an oath. 1 • 10. M, CUB. "'4P I .` , Cow S p 2'bco.,� e Exp *** ***** *+Y*ir*,Y,t****** *k.k**100 U* *****ir *******itr**** *it ** Print: My Commission Expires: APPROVED BY (Revised 07 /10 /07)(Revised 06/10/2009) ∎4 /G: e O ins Examiner Engineer Sign: Print: NOTARY PUBLIC: L..0 Contractor is personally known to me or has produced 6,6)ts LIC-s arlfF �,OgtAA My Commission ExpiresNOTPR�Y Cj�11 ®b� Cl� E O1792 S �?� 1Co� 9p ,23,2011 a = F,x ls•. co„n4c. Zoning Clerk checked BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle : Owner's Name (Fee Simple Titleholder) Owner's Addrf ss 9 2. 5 /) City /1. $ to State Tenant/Lessee Name Value of Work For this Permit $ .Z lj .S 0 Type of Work: ['Addition ['Alteration Describe Work; Co Structural Review. $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Electrical C a uJ g 5 7�. F / Bond $ Code Enforcement $ Double Fee $ aster Permit No. C - 1/ — 2 - [New: Plumbing Mechanical Roofing F ;pone # 395 r J 6 oZ 2-221 Zip 33(3 Phone # Job Address (where the work is being done) 1 ® ® ft) E 1.. ate _ City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO I 1 'a,,,.,, S K. t. M -e. Contractor's Company Name Cco n Sty' cs c.. ft 0- n G t Phone # Contractor's Address l' 9 S AI E. L ,O 5 j City elo r f 11 i ii ii....„., State f7 Q»alifier Name C l a.4.2 g e. k.aci r i &` z.. Phone # State Certificate or Registration No. C 4 G 0 5 3-0 3- S Certificate of Competency No. i Architect/Engineer's Name (if applicable) Phone # Square / Linear Footage Of Work: ❑ Repair/Replace Permit No. 1-)5 0 8 33 I - S 3v S_ -`fi b--1 Zip 33 ((I 3,1,5_z(i_Zz ❑ Demolition ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** g * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ CCF $ 1 - CO /CC Training/Education Fee $ Technology Fee $ Notary $ 'CO Scanning $ CO Radon $ DPBR $ Total Fee Now Due $ Zoning $ See Reverse side -4 Bonding Company's Name (if applicable) 1 Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) &Y/14 Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that. no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved an inspection fee will be charged. Signature NOTARY UBLIC: Sign: at t Print: My Commission Exp (Revised 02/08/06) APPLICATION APPROVED BY: er or Agent' Notary Public, State of Florida Commission #DD762313 Yee The fore oing ins �+t was acknowledged before me this The foregoing instnunen was ackno ledged before this 2�rr b U��o Y�C�1 day of 20b ®� da y of 1 � by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: P My Commiss Plans Examiner Engineer Zoning MARIA MAGALDI Public, State of Florida My n sbn Fakes Feb. 2012 * * E 60 • O 0 I Y Y CHAIN LINK FENCE WOOD FENCE = IRON FENCE CONC.,- CONCRETE ENUE CT.— COURT ILDING D.M.E — DRAINAGE AND HMARK MAINTENANCE EASEMENT. E— EAST )H BASIN ENC.— ENCROACH )NcCRETE BLOCESMT: EASEMENT TRUCTURE. F.D.H — • FOUND DRILL HOLE IRD F.F.E— FINISHED FLOOR )RD BEARING 'ELEVATION R VIP— FOUND IRON PIPE •TER LINE • — DIAMETER • ARE BASED ON AN ASSUMED MERIDIAN C/L OF — BEARS 4 IN PLAT BOOK ,_=.AT PAGE MIAMI —DADE COUNTY, FLORIDA. ••• • • • • •• •• • • • • • •••• • ,0�; SURVEY •• •• • • •• •• • •• • • 1•• MA LOT 16 ELEV.— ELEVATION F.N. FOUND NAIL F.N.D.— FOUND NAIL & DISC. FT— FEET. LN.— LANE. MEAS.— MEASURE. M/L— MONUMENT LINE M/S.— METAL SHED. N.— NORTH. No.—. NUMBER. O.R.B.— OFFICIAL RECORDS BOOK. ••• • • •• • - ; - 1,:Pi:/ M 4 .0) , Z1,/ e "' _,e,Ke ,..i. , / , / *) f-1 74r 7 A .,Ar ZZZ/7//r/Z FZZAW37, ifz,-/Z 4 Z _ . , _ _ , . _ _ _ , . • • • • ••• ••• O.V.H.— OVERHANG. O.W.— OVERHEAD WIRES. P.B. — PLAT BOOK. P.C.— POINT OF CURVATURE. P.O.B.— POINT OF BEGINNING. P.O.C.— POINT OF COMPOUND CURVE. P.O.— PAGE. PKWY.— PARKWAY. PL— PLACE SCALE: 1" = 20' o• P.C.P.— PERMANENT CONTROL POINT. P.O.C.- POINT OF COMMENCEMENT. P.R.M.— PERMANENT REFERENCED MONUMENT. R.— RADIUS. RAD.— RADIAL RD.— ROAD. REC.— RECORD. RES.— RESIDENCE. RGE.— RANGE RAN. RIGHT OF WAY. S.— SOUTH. SEC.— SECTION. S.I.P. — SET IRON PIPE. S.N.D.— SET NAIL & DISC. SWK.— SIDEWALK T.— TANGENT. T R2R.— TERRACE MP.— TOWNSHIP. U.E.— UTTUTY EASEMENT. W.— WEST. W/F.— WOOD FENCE. A — CENTRAL ANGLE. THIS SURVEY HAS BEEN PREPARED FOR THE THE ENTITLES NAMED HEREON AND THE CER' EXTEND TO ANY UNNAMED PARTY. , 11\1B 1 #: P• ifillil Miami Shores Villaa= APPROVED B igil I Mil .dc% DATE A % •! - ZONING DEPT BLDG DEPT S UBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY PULES AND RFGU«T0 • • • • • •• • • • •••• • • •••• • Li NOV 2 0 2009 Scheduled Inspection Date: December 23, 2009 Inspector: Rodriguez, Jorge Owner: RODRIGUEZ, CLAUDIO & MARIA Job Address: 10090 NE 12 Avenue Project: <NONE> December 22, 2009 Miami Shores, FL Contractor: MIAMI SKYLINE CONSTRUCTION CORP Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Inspection Number: INSP -84715 Permit Number: DS -5 -08 -901 Permit Type: Driveways /Sidewalks /Slabs Inspection Type: Final Work Classification: New Phone Number 305/216 -2224 Parcel Number 1132050190380 Phone: (305)899 -9696 NEW CONCRETE DRIVEWAY Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Page 29 of 29 'STATE OF FLORIDA) COUNTY OF DADE) • The undersigned Affiant, C' 1 a " 04 : 47 ‘ &20S r t• 2—, does hereby attest that the (property ov r ) attached survey, performed by C ` t L 1 s z are �� (name of surveyor's compan ) performed on Ca -- Z 0 3 , is an accurate representation of the existing conditions and (date of survey) Locations of all structures on the property as of this date. The purpose of this Affidavit is to induce Miami Shores Village to issue a building permit for the property without first providing a survey less than six (6) months old. The Affiant, as property owner, further agrees to remove or obtain perm its for any structures which now may exist on the property which are not permitted-or which may violate zoning or building code regulations. The Affiant further understands that the existence of any such structures may affect final inspections as applicable to this or other permits.. Further, Affiant sayeth naught. • Affian operty ovmer Witness(sign and print) Witness(sign and print) SoZ ..cjr* SWORN TO AND SUBSCRIBED before me this 16 day of /"f 0 Affiant is personally known to me, produced e 14C A as identification. MONICA LISSETH DIAZ i ` Y P " MY COMMISSION # DD 483995 EXPIRES: October 20, 2009 nt.if, �, B �d e i• m Natty Public I ndsnari4 Lot Tax Folio is '( , COVENANT OF CONSTRUCTION WITHIN RIGHT OF WHEREAS, (; ; following descr bed property: Legal descriptiop /folio #: owner requests permission to install: [ 3 Asphalt, concrete, brick pavers [ ] Lansca ing (� Othtr SIGNED, SEA 1 L anni .,_horeJ W cl 10050 N E. SECOND AVE. DS08901 MIAMI SHORES. FLORIDA 33138,2382 • Telephonq: (30.51795-2207 Fal : 00.5175678972 . IC Block ti ? Subdivision 3-5:R9 ltrSC, 1-6./-1-3-6L , hereinafter referred to as the Owner of the within the publi road right of way of 1 0(7 0 L 2 c2 c,c� SG�:sca..,s iN CONSIDERATION of the approval of this permit by the Village the Owner agrees as follows: 3 7 f ' 1. To mai Lain and repair, when necessary, the above- mentionbd item(s) installed within the dedicated right of way if it becomes necessary for Miami Shores Village r Dade County to make repairs or maintain said items ithin public right of way including restoration of str et by reason of the Owner's failure to do so, such a ense shall be paid by the Owner or shall constitute a lien against the above described property until p td. 2 . The orter does hereby agree to indemnify and hold Miami Shores. Village or dade County harmless from any an all liability, which may rise by virtue of permitting the installation of these items within the public right o way. 3. The Owner does hereby agree to remove or relocate their facilities at their own expense, within 60 days notice ly the Village to do so. Failure to comply with this notice will result in the Village causing the item(s) o be removed and a lien being placed on the propery and/or assessed against the Owner for all costs i urred in the removal and disposal of the item(s). 4 The undersigned further agrees that these conditions shall be deemed a covenant running withthe land and shall remain in full force and effect and be binding on the undersigned, their heirs and assigns, until such time as his obligation has been canceled by an affidavit file in the Public records of Dade County, Florida by the (illage Manager of Miami Shores Village (or his ful y authorized representative). SIGNED, SEALED, EXECUTED AND ACKNOWLEDGE on this / d a of D AND DELIVERED in•the presence of: goiS * # DD 483995 ,x0AEe nmer20,2009 'm�rQG y ,+ h . .' 4 Inspection Number: INSP -72948 Permit Number: PL -1 -08 -157 Scheduled Inspection Date: December 23, 2009 Inspector: Levrock, James Owner: RODRIGUEZ, CLAUDIO & MARIA Job Address: 10090 NE 12 Avenue Miami Shores, FL Project: <NONE> Contractor: PLUMBERS ENTERPRISES Building Department Comments Drainfield & Septic Tank Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. December 22, 2009 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 a] Insp s approval in me ts file For Inspections please call: (305)762 -4949 Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Septic Phone Number 305/216 -2224 Parcel Number 1132050190380 Phone: (305)633 -9994 Page 28 of 29 May. 2. 2008 3 :43PM i F COVER � S EE7 `' .l ' MI SKYLINE E CON STRU C IO v CORP. 705 NE 134:3 ST ET' ak r - M , FL 331a Pteo:ne: (3(4) 899 -96% Fax.: (3 5) 891-&84 Cox mentsl e• Wt. 1, i ILL: S i Pho Ile, n u.niiE r: X5.. 77-c5,-. -2. 2 g=t.4 . i Fax ilt<.r : . "mss^ - S 6 _ x . 4- ?___ Urge Rend* ASAP Please comment Tots, pages including cover: ? —tf4. c Froze: r J C Date: � -9l _9S No.8628 P. 1 Please review For your information _.4.c) 4 Z r 1-'1 4_, r iF YOU RAVE ANY DIFFICULTY RECEIVING THIS FACSIMILE + p iR��RR °R YRR! °eLEASE CALL (305)899 9$ et ; 17 tmar ioe oan tainedltttha$t�cr a: L[v e a°• aHaawfw. R aa arEwia ° wI , °a a : +a�MR °s■RR ° ri,g Rg Raaa4 above. P a nd c iufo.�axion intended only fs+. the. us of tlxa indl &ui or entity n aoRed ft read ofthi& massage is not Me inteadedrecipient or the employee or agentrespoasible to deliver to the :ecip nt, you are hereby notiEedpat a?ty di Mi. dis i'bution or copying of this conmatun1cation is sic tly prohibited. If you have received this communication in error, please immediately notify us by telephone and return the original message to us at the above address via the United Stases Postal Service. May. 2. 2008 3:41PM No.8627 P. 2 I 14 Mty. 2. 2008 3:41PM STATE OF FLORIDA • DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPQ SYSTEM CONSTRUCTION INSPECTION AND FINAL •APPROVAL APPLICANT AGENT: • PROPE LOT: CHECKE4 �i LT g 1 ] ] t D tAINF1ELD• I [1] AREA [1] Ii ] OIS7RIBUTI [24] [25] {28] Ro de AN 1ST 1] ' T gm] ' T . [3] •[ ] • : .MU E 5] O I' LEt 1 I A [ 1 !LE EXCAVATION DEPTH • AREA REPLACED REPLACEMENT MATERIAL EXPLANATION OF VIOLATIONS /• REMARKS: , . . SUBDIVISION: Ift _ = = =:= *ter= —� —�— T' 'COMPLIANCE' !N 'CCMPTJANCE' STA, RULE AND MUST BE. CORFIEOTED.. :. •;!,.:, SETBACKS ... • r • • r •:.....-.• SURFACE WATER FT FT , •FT PRIVATE WLS EL "-' • ,• FT LI PUBC {PVEI i ^ ` ' • fr ' ` IRRIGATION WELLS . . .. ... FT _ FT T' SOF ON BOX HEADER . NUMBER OF DRAINLINES e .• • 113] DRAINCINE. SEPAR 'T1OW '" ." ' [14] DRAINLINE SLOPE C [15] DEPTH OF COVER Q I [16] ELEVATION [ABOVE/BELOW] BM , tR [17] SYSTEM LOCATION [18] DOSING PUMPS [19] • AGGREGATE SIZE [20] AGGREGATE EXCESSIVE FINES [21] AGGREGATE DEPTH • ,FILL / EXCAVATION MATERIAL [22] FILL AMOUNT [23] FILL TEXTURE At I. is I • [273 [ i 1 1 • {29] [ • 1 , 130] ? [ 1 • [31] [ ] : [32] • [ I [331 .• { ] [34] [ ] [3.51 . 1 [ . 1 [ ] CONSTRUCTION PTtOVED /DISAPPROVED] a'a . .4.e • ^ • I � : j /.. „„ 1,r• 1 r ?:• r r g l a 3:r` t 4,c. e 1 FINAL SYSTEM [AB E ISAPPROVED]: ' • ,, • :,.. • . ..a.,.._, /..411...-1 ' r 4,,,l•1lfs1 /:,e# d U ,'•: v DK 4016 (Page 2), 10167 I v10118 Editi May Be Used) " Stock Number: 5744-002- 4016-4 IA bit 9 • 8 .. _PROPERTY ID, # • [ [41] [ [43] [44] [ POTABLE WATER LINES ,81411 -DING FOUNDATION PROPERTY LINES OTHER • • . FILLED: /r(tAOUND•ssYSTEM ' ' • • [ • DRAINFIEID COVER [371 SHOULDERS " ' • • [38]' SLOPES'•. [39] . • STABILIZATION PT 1: Applicant PT 2 Ins{eller/Contractor PT 3: Building Department No.8627 P. 3. • PERMIT NO 11 i40 2 If DATE PAID: FEE PAID • RECEIPT #: • ADDITIONAL INFORMATION • UNOBSTRUCTED AREA ...• STORMWATER RUNOFF MAINTENANCE AGREEMENT • :' AltkA • `•'' ' , LOCATION . CONFORMS WITH SITE), [48] 'FINAL SITE'GRADINpG p [471 CONTRACTOR 7.d.'11. / r,d C [ OTI40 • • ABANDONMENT , . • TANK PUMPED / • [50] TANK CRUSHED & I=9LLED /_ FT 1 1 CHD DATE: 2, e k r CHD DATE: . , .r> ..w+r >i Page 2 of 3 J I I TUB UNIT FEE ITEM SWITCH OUTLETS UNIT FEE ITEM SPACE HEATERS UNIT FEE .T LIGHT OUTLETS CENTRAL HEATING MASER RECEPTACLES A/C (WIND) 'QSAL SERV ICE TEMPORARY A/C (CENTRAL) XING FOUNTAIN SERVICE SIZE IN AMPS DUCT WORK R DRAIN SERVICE REPAIRMTER CHA,'1GE REFRIGERATION .SE TRAP APPLIANCE OUTLETS PROCESS AND PRESS PIPING :RCEPTOR RANGE TO' . UNDERGROUND TANKS STORY OVEN ABOVE GROUND TANKS 'RY TRAY WATER HEATER U.F. PRESSURE VESSELS THES WASHER MOTORS 0- 1 HP STEAM BOILERS DER • MOTORS OVER 1 - 3 HP HOT WATER BOILERS ;K, POT/3 COMP. MOTORS OVER 3- 5 1RP MECHANICAL VENTILATION K, RESIDENCE MOTORS OVER 5 8 FP TRANSPORTING ASSEMBLIES K, SLOP MOTORS OVER 8- 10 NP ELEVATORS/ESCALATORS FCRARY WATER CLOSET MOTORS OVER 10- 25 HP FIRE SPRINKLER SYSTEMS NAL MOTORS OVER 25-100 HP COOLING TOWERS ER CLOSET MOTORS OVER 100 HP VIOLATION !IRECT-WASTES A/C WINDOW REINSPECTION ER SUPPLY TO: AIR CONDITIONERS • , JC UNIT STRIP HEATER 'IRE SPRINKLER GENERATORS TRANSFORMERS EATER-NEW INST. GENERATORS TRANSFORMERS EATER- REPLACE GENERATORS TRANSFORMERS AN SPRINKLER -WELL SPECIAL PURPOSE ;MIMING POOL OUTLETS COMMERCIAL RATER SERVICE SIGN TIRES ER CONNECTIONS SIGN TRANSFORMERS L1TY -SEWER SIGN TIME CLOCK LITY -WATER FIXTURES 'TIC TANK ANTENNA .AY TELEVISION OUTLETS iIHFIELD, 4' TILE/RES. VIOLATION F & ABANDON SEPTIC TANK REINFECTION :KALE PIT CU. FT. _ �! _ 1 "CH BASIN DHARGE WELL GESTIC WELL ^--- FA DRAIN . OF INLET •AR WATER HEATER ` lE STANDPIPE 1 PIPING MN SPRINKLER SYSTEM S RANGE -- TER SET (GAS) S PIPING ADDENDUM TO BUILDING PERMIT APPLICATION APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. TAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL MECHANICAL Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Project Address 10090 NE 12 Avenue Miami Shores Village, FL 1132050190380 Block: Lot: CLAUDIO & MARIA RODRIGUEZ Owner Information CLAUDIO & MARIA RODRIGUEZ 335 NE 101 ST MIAMI SHORES FL 33138 305/216 -2224 Valuation: Total Sq Feet: $ 5,000.00 0 Contractor(s) PLUMBERS ENTERPRISES Phone (305)633 - 9994 Cell Phone Type of Work: PLUMBING Type of Piping: SEPTIC Additional Info: DRAINFIELD Bond Retum : Classification: Residential Fees Due CCF Education Surcharge Permit Fee - Additions/Alterations Scanning Fee Technology Fee Total: Amount $3.00 $1.00 $350.00 $3.00 $8.75 $365.75 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Monday, January 28, 2008 Address Pennit.10 Permit T ype: Pi brit ng = #tesid+ n�ti l Wt� Ciassh#iraiiOrr: Septic Perit:.tatus APi VED Expiration: 07/26/2008 Parcel Number Phone Total 1 Amt Paid 1 Amt Due $ 0.00 $ 0.00 Payment Type: $ 0.00 cam) 1,(1M1 2 9) PD/ Applicant Available Inspections : Abandonment Inspection Type: Landscaping Rough Final HRS Approval OD January 28, 2008 Date CeII BUILDING _ OVED , FBC 2004 Master Permit No. 1 PERMIT APPLICATIC reEC Tenant/Lessee Name E -MAIL: Job Address (where the work is being done) --- Value of Work For this Permit $ �1 5 ['Alteration Type of Work: Ro<ddition Describe Work: ff (f T H . � *v It( �vc.�► � Y IL Ot , Bond $ Code Enforcenient $ Structural Review. $ Miami Shores Village BlllCll g Department 10050ON.E.2nd A'enue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type: Plumbing ff Owner's Name (Fee Simple Titleholder) C Phone # 5 s 2 (L. _z 2.2...4e Owner's Address NC:: 9 �- � St!- City M % q ¢� s State r != City Miami Shores Village County Miami -Dade FOLIO / PARCEL # Is Building Historically Designated YES NO % �T r Contractor's Company Name L f rr�� V I4 .� r Phone # o — — ®� 9 p Y 4� fi � > � �J � ( � 9 Contractor's Address Z R 0 0 u S a v e City t Yro, State ( Zip Qualifier Name inae 'i, �, h �I Phone # 395 m s s State Certificate or Registration No. C. td C) 2. I - 4- 2.. Certificate of Competency No. E -MAIL: / Architect/Engineer's Name (if applicable) M .6 �,ov� (��// Phone # Se? } S s Z Zip 33 % 3 E Phone # Square / Linear Footage Of Work: [New L Z Permit No. P. o81 V t Zip .313 ❑ Repair /Replace ❑ Demolition u IZ lc Z /e.-1-e.-1-.44 " ( e " r c. i vl. **************** ***'x*fit*****c * **** F ees •% , **** *3.*********xxxxxxx ****X*** * **x vex W*1 *** Submittal Fee $ Permit Fee $ �4 )7i CCF $ CO /CC Notary $ ------ Training /Education Fee $ 1 • W Technology Fee $ ?5 Scanning $ -j'J Radon $ DPBR $ Zoning $ Double Fee $ Total Fee Now Due $ e( ' 15 See Reverse side -4 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approv . a reinspection, fee will be charged. Signature Owner or Agent The foregoing instrument was acknow � =RE- me th ss day of < 4 , 206k, by �:�t w '/ lei who is personally known to me or who has produced -a. Sign: My Comm ii 7 Print: eee uaueeuuueu ,,,� r � xxxzxxxzxxxx xxxxxxxxxxxxwwww***ww `xxx APPLICATION APPROVED BY: (Revised 02/08/06) Zip Contractor �tlfnf he foregoing inst ; ument was acknowle ilged before me this 20 al, by 4.'t j p' - , / .b 1 who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: D COfi &mai mn, My Comnni .��°...'^ :red xXxxxx**** x xxx xxxxx** W **x,k4escde,Y,t,Y,;w******wwW** W*** ww* Plans Examiner Engineer Zoning CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: Claudio Rodriguez PROPERTY ADDRESS: LOT: 17 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM RECE1! l+t' ED JAN 5 808 BLOCK: 177 PROPERTY ID #: 11- 3205- 019 -0380 SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION 381.0065, F.S., AND CHAPTER 64E -6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS, WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. SYSTEM DESIGN AND SPECIFICATIONS 10090 NE 12 Ave MIAMI, FL 33138 T [ 1,200 1 GALLONS / GPD New septic tank CAPACITY A [ ] GALLONS / GPD N/A CAPACITY N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ ] GALLONS DOSING TANK CAPACITY [ ]GALLONS @[ ]DOSES PER 24 HRS #Pumps [ ] D [ 715 1 SQUARE FEET bed confiauration drainfileld SYSTEM R [ ] SQUARE FEET N/A SYSTEM A TYPE SYSTEM: [X] STANDARD [ ] FILLED [ ] MOUND [ ] I CONFIGURATION: [ ] TRENCH [x] BED [ 1 N F LOCATION OF BENCHMARK: CL NE 12 ave., 9.16° NGVD. I ELEVATION OF PROPOSED SYSTEM SITE E BOTTOM OF DRAINFIELD TO BE L D FILL REQUIRED: O T H E R SPECIFICATIONS BY: APPROVED BY: DATE ISSUED: [ 0.00 ] INCHES Carlos DH 4016, 10/97 (Previous Editions May Be Used) SUBDIVISION: Revised Plat of Miami Shores EXCAVATION REQUIRED: [ 72.00] INCHES TI TLE : e2, TITLE: PERMIT #: 13 - SG - 474125 APPLICATION #: AP429973 DATE PAID: 10/19/2007 FEE PAID: $375.00 RECEIPT #: 13 - PID 451538 DOCUMENT #: PR357936 [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] [OR TAX ID NUMBER] [ 18.60 ] [I INCHES 1 FT ] [ ABOVE ABELOW UBENCHMARK /REFERENCE POINT [ 48.60 ] [1 INCHES r FT ] [ ABOVE /1 BELOW b BENCHMARK /REFERENCE POINT *A permit for abandoment shall be secured before final approval. *Invert elevation of drainfield to be no less than 5.61 ft. NGVD. *Bottom of drainfield elevation to be no less than 5.11 ft. NGVD. *Install 42" of slightly limited soil under the bottom of the drainfield. - Perimeter of excavation area shall be at least 2 ft wider and longer than the proposed absorption bed or drain trench. -The licensed contractor installing the system is responsible for installing the minimum category of tank in accordance with sec. 64E- 6.013(3)(f). F.A.C. Dade CHD EXPIRATION DATE: 04/23/2009 Page 1 of 3 USDA SOIL SERIES: Munsell # /Color Urban land Texture Depth 10YR 4/3 Sandy Loam 0 To 14 10YR 6/6 Oolitic Limestone 14 To 72 USDA SOIL SERIES: Munsell # /Color Texture Depth 10YR 4/3 Sandy Loam 0 To 14 10YR 6/6 Oolitic Limestone 14 To 72 APPLICANT Claudio Rodriguez CONTRACTOR / AGENT: Empire Engineering LIc LOT: 17 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATION SuBDivlsloN: Revised Plat of Miami Shores TO BE COMPLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE, OR OTHER QUALIFIED PERSON. ENGINEERS MUST PROVIDE REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS. PROPERTY SIZE CONFORMS TO SITE PLAN: [X]YES [ ]NO NET USABLE AREA AVAILABLE: 0,31 ACRES TOTAL ESTIMATED SEWAGE FLOW: 500 GALLONS PER DAY [ RESIDENCES- TABLE1 / OTHER -TABLE 2 ] AUTHORIZED SEWAGE FLOW: 775.02 GALLONS PER DAY [ 1500 GPD /ACRE OR 2500 GPD /ACRE ] UNOBSTRUCTED AREA AVAILABLE: 1500.00 SQFT UNOBSTRUCTED AREA REQUIRED: 1428.00 SQFT BENCHMARK /REFERENCE POINT LOCATION: ELEVATION OF PROPOSED SYSTEM SITE 18.60 [ THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES SURFACE WATER: FT DITCHES /SWALES: FT WELLS: PUBLIC: FT LIMITED USE: FT PRIVATE: BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 5 FT SITE SUBJECT TO FREQUENT FLOODING? 10 YEAR FLOOD ELEVATION FOR SITE: SOIL PROFILE INFORMATION SITE 1 OBSERVED WATER TABLE: ESTIMATED WET SEASON WATER TABLE ELEVATION: SITE EVALUATED BY: BLOCK: 177 ID# : 11-3205-019-0380 CL NE 12 ave., 9.16' NGVD. INCHES [ ]YES [X] FT [ MSL / IGGVD Milian, Jorge (Title: ) (Empire Engineering LLC) DH 4015, 09/2006 (Previous Editions May Be Used) RECEIVED / FT ] [ ABOVE /IBELOW SOIL PROFILE INFORMATION SITE 2 INCHES [ ABOVE / BELOW ] EXISTING GRADE TYPE: 55 INCHES [ ABOVE /IBELOWI HIGH WATER TABLE VEGETATION: [ ]YES [ ]NO MOTTLING: [ ]YES [ JNO SOIL TEXTURE /LOADING RATE FOR SYSTEM SIZING: DRAINFIELD CONFIGURATION: [ ] TRENCH [X] BED [ ] OTHER (SPECIFY) - REMARKS /ADDITIONAL CRITERIA E. E:4741 2s APPLICATION # AP429973 PERMIT # 13 - 474125 DOCUMENT # SE369875 ?NH ] BENCHMARK /REFERENCE POINT NORMALLY WET: [ ]YES [ ]NO FT NON - POTABLE: FT POTABLE WATER LINES: 36 FT 10 YEAR FLOODING? [ ]YES ()UNO) ] SITE ELEVATION: 7.61 FT [ MSL / IGGVD I APPARENT [ PERCHED / ] EXISTING GRADE DEPTH: INCHES Replacement4 - DEPTH OF EXCAVATION: 72 INCHES DATE: 10/15/2007 Page 3 of 4 Inspection Number: INSP - 132924 Scheduled Inspection Date: January 12, 2010 Inspector: Devaney, Michael Owner: RODRIGUEZ, CLAUDIO & MARIA Job Address: 10090 NE 12 Avenue Miami Shores, FL 33138- Project <NONE> Contractor: CPS ELECTRIC, INC. Building Department Comments January 11, 2010 9T0 /OTOE Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 RCM 1 `702 Permit Number: EL -8 -09 -1398 Permit Type: Electrical - Residential inspection Type: Final Work Classification: Addition /Alteration Phone Number 305/216 -2224 Parcel Number 1132050190380 Phone: 305 -607 -8221 Passed 7 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 122641. Need to meet contractor on job site. / 3 For Inspections please call: (305)762 -4949 Page 12 of 23 SHDIA2IaS TIM NUS VZVQ 0 L 999 009 T %V3 179 :TT OTOZ /ZT /T0 RECEIPT PERMIT #: PC0 /( DATE: y. 6Rm (1JaLde Contractor Owner Architect Ei c e up 2 sets of plans and /o Address: /0s7 l0 Alt i RAi From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to. renue permitting process. Acknowledged by: PERMIT CLEARK INITIAL: RESUBMITTED DATE: 9:W-0 PERMIT CLEARK INITIAL: a 604 M iami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 �' P ✓e Cis o C 1 �,ss (oo t K7e4 r .,(c zo( 6:3( re- ss ?ct-rui,1t* K e.cL tz car MCs 99 L g h a o Lka Yc s - 01' _ 6 c( "4" s 0 9._ 448 e4- /50 2,4,g)t I 1-( Octuctos- Owner's Address Tenant/Lessee Name /0 /k-' Miami Shores Village Building Department j, BUILDING MC V/E PERMIT APPLICATI A 1 0 2007 FBC 2004 BY_ Permit Type (circle): Building Electrical 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. • IV Owner's Name (Fee Simple Titleholder) c (..4 49( 6 I W V1 C $Phone # 3 61 21 ( O. 222 L( 2.r �,1 City ( S/ S' State i✓ vi P Job Address ( w h e r e t h e w o r k is being done) L x ) 6 9 0 /v / 2., 4 -v City Miami Shores Village County Miami -Dade Zip 3 '3)3 g FOLIO / PARCEL # Is Building Historically Designated YES NO Y Contractor's Company Name i /lYV S .. C/ Phone # 2 Z 6 Contractor's Address 764 A.473 d r'2's f • Cit kJ- f 1 / , tfr f ( State Zip 37/ 1:7 / Qualifier Name O4 O D (l . 4.6 C- =2 ° Phone # 1 SS B.ci . ?6 /'o State Certificate or Registration No. Certificate of Competency No. C: C_ G Sj 0 7S ngineer's Name (if applicable) ft/l g_ C401 f Q L,(-- Phone # r- 5 6 3 7 S • 1 3/ Master Permit No. S rro rol thm • Clcvud1co . Plumbing Mechanical Roofing Zip 1)3 Phone # Value of Work FoAhis Permit $ S 00 0 Square / Linear Footag ,9T Work: e. , Type of Wo : � %n dition Alteration ❑New ° ` 4 i ,A 1kepair/R.eplace ❑ Demolition Describe V'orlt 0 O ' Ri ✓l. G +A GSM 1 ( �� a" 1 l'17,t `6 /a5 e-th 1. Wu* (A), ,vo 1 uedi-LS. /••r--tdo 531 F ********** * * * * * * * * * * ** * * * * * * * * * ** * * * * * *F ************* * * * ** * * * * * * * * * * * * * ** * * ** * * * * * ** Submittal Fee $ Permit Fee $ !` � Ob - CCF $ c_,D •ld) CO /CC V (J0 Notary $ Training/Education Fee $ l 0 `' Technology Fee $ Scanning $ & Radon $ Z , CO ( DPBR $ 0, (, Q j Zoning $ Bond $ ir / r 3 Code Enforcement $ Double Fee $ • / p / Structural Review. $ l i 4 : : S • ' a 1":" z Y / 240 a • '' Total Fee Now Due $ 1 C1 l(0 fJ See Reverse side -4 Bonding Company's Name (if applicable) - r Bonding Company's Address City State Zip Mortgage Len er's am (if ap licable) Mortgage Legg &less i City State Zip Application is hereby made to obtain a permit to do the work and ins *isndicated. I certify that -no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S A1i7DAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspectici which occurs seven (7) days after the building permit is issued. In the absee of such posted notice, the inspection will not be approved s'.p reinspection fee will be charged. Signature Owner o Ar gent The foregoing instrument was acknowledged before me this day of ,20 ,by who is personally known to me or who has produced identification andl,did take an oath. Sign: • f, Print: My Commissi NOTARY P * * * * * * * * * * * * *** gar********* * *** * * * * * * * * * * * * *Or * * * * * * * *** APPLICATION APPROVED BY: (Revised 02/08/06) n Expires: Signature NOTARY P Sign: Print: My Comm . ion Expires: ?4 I/ 7 d Contractor The foregoing instrument was acknowledged before me this day of ,20 ,by who is personally known to me or who has produced as ide !: tion and w1i Il k SP • * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * *c ** 4 .fru.c k Plans Examiner Engineer Zoning e an oath. X1 &1' /dr oll< ni- --4 94' Io 7 STRUCTURAL IMPACT FEES SUBMITTAL DATE: LlpnL 10 07a12 ELECTRIC � ice'' ''y L (@t( - 1F ,C HRS /DERM NAME: C kkAt0 't t1( , PLU + : 10? �I • l N b� l l MECHANICAL 1-4(c'?- t `'1 BLD , , CONTRACTOR: NallAi 3 \ i1 n k SUBMITTAL DATE: LlpnL 10 ADDRESS: 1(y)Q0 0 (Zr kW NAME: C kkAt0 't t1( , RESUB DATES: —9 O2 MV , I dil FO'"" dvc PERMIT # 0 'ROJECT TYPE: � w[ fl o ak0m 1,s6 'cur NT DL- ZONING FIRE Job 6425 - Truss V146 Truss Type GABLE - PIY 1 RODRIGUEZ (R.C.) 0039 Job Reference (optional) DECO TRUSS COMPANY INC., Princeton, FL 33032 6.500 s Jan 15 2007 MiTek Industries, Inc. Thu Sep 04 13:49:01 2008 Page 1 2 -9 -5 14-7 -5 I 2 -9 -5 11 -10-0 Scale = 1:25.0 3.50 12 6x8 % 3x6 I I 3x8 II 2 3 4 10 5 1 T1 T2 p v1 1 N1 B1 ��4_��(: ��4_ ��4_ ��4. 4_t: ��4. ��_ f��A��4_ 4•_ ��4+�1t:��4_��4_��t_� 3x4 '' 3x6 I I 14-7 -5 14-7 -5 Plate Offsets (X,Y): [2:0 -5- 12,0 -2 -12] LOADING SPACING 2 -0-0 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 021 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.08 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(TL) -0.00 6 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matroc) Weight: 43 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied cr6A0NO'o purlins, except BOT CHORD 2 X 4 SYP No.2ND end verticals. • • •••• WEBS 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly appll r o 0 oc b cing. • • • • REACTIONS (b /size) 1= 85/14 -7 -5, 6= 174 /147 -5, 9= 319/147 -5, 8= 450/14 -7 -5, 7= 451/147 -5 • • Max Horz1 =70(LC 2) • • • Max Upliftl= -91(LC 2), 6=- 176(LC 2), 9=- 267(LC 2), 8=- 326(LC 2), 7=- 373(LC 2) •••• • • • • • • • • • • FORCES (Ib) - First Load Case Only •••• • • • • • TOP CHORD 1- 2 = -174, 2- 3= -93, 3- 4= -92, 4-10 = -92, 5-10 = -92, 5-6=-148 •••• BOT CHORD 1 -9= 165, 8 -9=92, 7 8=92 • • • , 6 7 =92 • • • • • • • •• • • • • WEBS 2- 9= - 266, 3-8= -371, 4-7= -362 • • • NOTES • • • •••• • 1) Wind: ASCE 7-02; 146mph (3- second gust); h =15ft; TCDL= 5.Opsf; BCDL= 5.0psf; Category II; Exp C; Kd 1.00; enclosed; C-C Exterjpr(2) • • •••• • • • 1-0-4 to 2 -9 -5, Interior(1) 2 -9 -5 to 11 -5-9, Exterior(2) 11 -5 -9 to 14-5-9; Lumber DOL =1.33 plate grip DOL =1.33. • • • • • • • •• • 2) Provide adequate drainage to prevent water ponding. • • • • 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 91 lb uplift at joint 1,176 Ib uplift at joint 6, •••• 267 Ib uplift at joint 9, 326 Ib uplift at joint 8 and 373 Ib uplift at joint 7. 4) Non Standard bearing condition. Review required. LOAD CASE(S) Standard Mahmound Zo1fzghat, P.E. Consulting Engineers 13901 S. W, 108 A ',.,, r ys Mimi, Ro%l& :33176 Phone 10453442n . Ftt 05x23> 248 10 idti Pittf tfotl s Oiaeotir$ I:,o 's e N s, 3697, 1 f 1iitst•10 to 3A Job 6425 DECO TRUSS COMPANY INC., Princeton, FL 33032 -2-4 -0 Truss V16 2-4-0 4-7 -8 3.501 LOADING (pst) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 12 2x4 II 4-7 -8 SPACING 2 -0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 Truss Type GABLE 4x6 = 3 • 8 7 2x4 11 3x4 = CSI TC 0.86 BC 0.12 WB 0.07 (Matrix) 4 16-5 -8 16-5 -8 Qty 1 2x4 II 2x4 II Ply 6.500 s Jan 15 2007 MiTek Industries, Inc. Thu Sep 04 13:49:00 2008 Page 1 16-5 -8 11 -10-0 RODRIGUEZ (R.C.) Job Reference (optional) 0036 2x4 I I 2x4 I DEFL in (loc) Udefl Vert(LL) -0.07 1 n/r Vert(TL) -0.12 1 -2 n/r Horz(TL) -0.00 7 n/a Ud 180 120 n/a 5 15 Scale = 1:32.9 2x4 I I 6 2x4 11 PLATES GRIP MT20 244/190 Weight: 73 Ib LUMBER TOP CHORD BOT CHORD WEBS OTHERS REACTIONS LOAD CASE(S) Standard 2 X 4 SYP No.2ND *Except* T1 2 X 4 SYP No.2D 2 X 4 SYP No.2ND 2 X 4 SYP No.2ND 2 X 4 SYP No.2ND BRACING TOP CHORD BOT CHORD (Ib /size) 12= 499/16 -5-8, 7= 172 /16-5 -8,11= 421/16 -5-8, 9= 438/16 -5-8, 8=457/16 -5-8 Max Horz 12= 265(LC 2) Max Upliftl2=- 657(LC 2), 7=- 175(LC 2), 11 =- 296(LC 2), 9=- 322(LC 2), 8=- 348(LC 2) FORCES (lb) - First Load Case Only TOP CHORD 2-12=-446, 1-2=58, 2- 14= -97, 3- 14= -80, 3- 4=-14, 4- 5= -14, 5- 15= -14, 6- 15= -14, 6-7= -142 BOT CHORD 11- 12= 32,10- 11 =14, 9- 10 =14, 8 -9 =14, 7-8=14 WEBS 3-11 =- 345, 4-9=-360, 5-8= -372 Structural wood sheathing directly applied or 2 -11-3 oc purins, except end verticals. •••• Rigid ceiling directly applie d or 10-0 -0 oc bracing. • • •••• • • • •• • • • •••• • • •••• •• •• • • • NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =15fl; TCDL= 5.0psf; BCDL= 5.Opsf; Category II; Exp C; Kd 1.00; enclosed; C-C Exterir(2) -2 -2 -1 to 0 -9 -15, Interior(1) 0 -9-15 to 13 -3-12, Exterior(2) 13-3-12 to 16 -3-12; Lumber DOL =1.33 plate grip DOL =1.33. • • 2) Provide adequate drainage to prevent water ponding. 3) Gable requires continuous bottom chord bearing. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 657 Ib uplift at joint 12,175 Ib uplift at joint 7 , 296 Ib uplift at joint 11, 322 Ib uplift at joint 9 and 348 Ib uplift at joint 8. • • • • • • • • •• • • • • • •• •••• • • •••• • •••• • • •••• • • • • • • •••• Mahmound Zolfaghan, Consulting Engine= 13901 S.W. 108 Miami, Florida 33176 Phone 305 - 2.53-2428 P x .'1115 - 23 -248 F1oaudi Psvfo inrii,1 Liqense No 3692i Special 1napoatw r No 636 • • • • • • • • • • Job 6425 ' Truss V18 Truss Type GABLE 8 P PIY 1 RODRIGUEZ (R.C.) Job Reference (optional) 0035 DECO TRUSS COMPANY INC., Princeton, FL 33032 6.500 s Jan 15 2007 MiTek Industries, Inc. Thu Sep 04 13:48:59 2008 Page 1 1 9-4-8 18-9 -0 1 9-4-8 9-4-8 1 Scale = 1:30.5 4x6 = 3.50 Fii 3 2x411 10 11 2x411 1 T1 12 9 rl Iii 1 ICI 5 NMI EE . - ..•- . - - - - •�� _ .- • �� t e � • &a & • & •� &. ••- - -• •� - - -•-•! . . _ A _.• 3x4 3x4 2x4 I I 5x6 = 2x4 I I 18-9 -0 1 . 18-9 -0 Plate Offsets (X,Y): [7:0 -3-0,0 -3-01 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.29 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 . Lumber Increase 1.33 BC 0.19 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress lncr YES WB 0.09 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight: 60 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied o•0oc purlins. • BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bratiyg, OTHERS 2 X 4 SYP No.2ND • • • •• • • • • • • REACTIONS (Ib /size) 1= 194 /18 -9-0, 5= 194 /18 -9-0, 7= 381 /18 -9-0, 8= 534/18 -9 -0, 6= 534/18 -9-0 • • Max Uplift1= 184(LC 2), 5= 184(LC 2), 7=- 290(LC 2), 8=- 485(LC 2), 6=- 485(LC 2) • • • 1), 8= 545(LC 3), 6= 545(LC Max Grav1= 194(LC 1), 5= 194(LC 1), 7= 381(LC 4) •••• • • • • • • • • • • • FORCES (Ib) - First Load Case Only •••• • • • TOP CHORD 1 -9=63, 2 -9=47, 2- 10 = -69, 3- 10=32, 3- 11 =32, 4- 11= -69, 4- 12 =47, 5- 12 = -63 •••• • • • • • BOT CHORD 1-8=14, 7 -8=14, 6-7=14, 5-6=14 • • • • • •••• • WEBS 3-7= -324, 2-8=- 413, 4- 6=-413 • • • NOTES • • • •••• • 1) Unbalanced roof live loads have been considered for this design. • • 2) Wind: ASCE 7-02; 146mph (3- second gust); h =15ft; TCDL =5.0psf; BCDL =5.Opsf; Category II; Exp C; Kd 1.00; enclosed; C-C Exte r(2). • • •••• • • 1-0-4 to 4-0-4, Interior(1) 4-0-4 to 6-4-8, Exterior(2) 6-4-8 to 9-4-8, Interior(1) 12-4-8 to 14-8-12; Lumber DOL =1.33 plate grip • • • • • • • • • • DOL =1.33. •••• 3) Gable requires continuous bottom chord bearing. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 184 Ib uplift at joint 1,184 Ib uplift at joint 5, 290 Ib uplift at joint 7, 485 Ib uplift at joint 8 and 485 Ib uplift at joint 6. LOAD CASE(S) Standard Mahrnound Zo1fagh a, P.E. Consulting Engineer 13901 S.W. 108 ,t-vv.. .: a Miami, Florida 33176 Phone 305.2534428 F tAx 305 -.. -1248 Flgrid4 Profmlotel littqwritt4 1 ioeiy e 1; 1692 Special Insptotor lw o 404 1 Job 6425 • Truss V22 Truss Type GABLE a - Ply 1 RODRIGUEZ (R.C.) 0034 Job Reference (optional) DECO TRUSS COMPANY INC., Princeton, FL 33032 6.500 s Jan 15 2007 MiTek Industries, Inc. Thu Sep 04 13:48:59 2008 Page 1 11-4 -8 22 -9-0 1 11-4 -8 11-4 -8 Scale = 1:37.0 4x6 = 3.50 12 4 2x41114 • 15 2x411 3 5 <- 2x4 11 T1 T1 II (I) 2 13 16 2x4 i 6 ■ 3x4 -- 12 11 10 9 8 3x4 2x4 1 1 2x4 I I 5x6 = 2x4 I I 2x4 11 22 -9 -0 22 -9-0 Plate Offsets (X,Y): [10:0- 3-0,0 -3-01 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) Ydefl Lid PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 027 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.05 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 7 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matri() Weight: 76 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied o■iP-s -A oc purlins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly app ed or 40 -0-0 oc tirSrjPCv OTHERS 2 X 4 SYP No.2ND • • • • •• • • • • • REACTIONS (lb/se) 1= 84/22 -9-0, 7= 84/22 -9-0, 10= 425/22 -9 -0, 11= 452/22 -9-0, 12= 390/22 -9-0, 9= 452/22- 9 -0, 8= 390/22 -9-0 • • Max Upliftl= -79(LC 2), 7= -79(LC 2), 10=- 328(LC 2), 11=- 360(LC 2), 12=- 352(LC 2), 9=- 360(LC 2), 8=- 352(LC 2) • • • Max Grav1 =84(LC 1), 7 =84(LC 1), 10= 425(LC 1),11= 468(LC 3), 12= 390(LC 1), 9= 468(LC 4), 8=390(LC 1) •••• • • • • • • • • • • FORCES (Ib) - First Load Case Only •••• • • • TOP CHORD 1 -2 =24, 2- 13 = -64, 3- 13=37, 3-14 = -67, 4- 14=34, 4- 15=34, 5-15 = -67, 5- 16=37, 6- 16 = -64, 6-7=-29 •••• • • BOT CHORD 1-12=15, 11-12=15, 10- 11 =15, 9- 10=15, 8 -9=15, 7-8=15 • • • • • • WEBS 4-10=- 346, 3-11= -371, 2 -12 =- 316, 5-9= -371, 6 -8= -316 • • • • •••• • • NOTES • • • •••• • 1) Unbalanced roof live loads have been considered for this design. • • • 2) Wind: ASCE 7-02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.Opsf; Category II; Exp C; Kd 1.00; enclosed; C-C Exte.ior(20 • 1-0-4 to 4-0-4, Interior(1) 4-0-4 to 8-4-8, Exterior(2) 8-4-8 to 11 -4-8, Interior(1) 14-4 -8 to 18 -8-12; Lumber DOL =1.33 plate grip • • • • • • • • • • • DOL =1.33. •••• 3) Gable requires continuous bottom chord bearing. 4) Provide mechanical connection (by others) of truss to bearing plate capable of wfthstanding 79 Ib uplift at joint 1, 79 Ib uplift at joint 7, 328 Ib uplift at joint 10, 360 Ib uplift at Joint 11, 352 Ib uplift at joint 12, 360 Ib uplift at joint 9 and 352 Ib uplift at joint 8. LOAD CASE(S) Standard ; RE. M an' mound ZoifagharE Consulting Engineers 13901 S.W. 108 �. Miami, Florida 33176 Phone 305-253-242S Fax 305.23) - -t2 '.8 Florida Froffs5ion ': 1 Lir ; se Na. 36921 Seal ti - it License No 636 . . • • • • • • . • • • •• •• • •• • • • • • MINIMUM GRADE OF LUMBER REFER TO ENGINEERING SHEETS LOADING (PSIF} TOP 30• I S BOTTOM 0 - . 10 PACING:24 In, O.C. STANDARD ROOF VALLEY DETAIL PARTIAL ROOF LAYOUT Supporting Truss 12 pitch FOG— 2001 STR. INCR.: 33% - DRAWN BY: CHECKED BY: REP. STRESS:YFS VALLEY AREA Strop 0 48" - o.c. sea note (c) below 3 Volley trusses at 2'—O' o.c. max. 6" wedge nailed to truss w /2 -8d toe nails or bevel cut bottom chord of valley truss. DECO TRUSS COMPANY 13980 S.W. 252 ST. PRINCETON, FL 33032 Supporting trusses at 2" -0" o.c. max NOTES: (a) Provide continuous bracing on verticals over 6' -3 ". Connect -brocing to verticals w /2 -8d nails and bracing must be tied to a fixed point at each end (b) Max_ spacing for vertical studs— 8' -0" On trusses with spans over 24' -0` the vertical should be spaced at 6 o.c. max. (c) Conn. for wind uplift w/ min. 1 1/4". 16 go. twist strap at 4' -0" Intervals w /4, 10d nails each side of sKgg. Max L46 mph wind speed. 26r41: max _wall height. (ASCeir 12 ) • • ••• • • •• • • • • #0001 Note: Plywood sheathing may be cxtanded below galley cusses Provide opining for straps to connect to muses below_ • Mahmound Zolfagbari, P.E. Consulting-Engineers 13901 S.V. 108 Ave. Miami, Florida 33176 Phone 305 -253 -2428 Fax 305- 235 -4248 Florida Professional Engineering License No. 36921 Special Inspector License No. 636 _ ._-STA\IDARD LATE - RAL WF.B BRACING fREY' BY L 1I omcE, TRUSSES 0 24" O.C. TYP. END OF BRACING MEM. SHALL. BE CONNECTED TO A FIXED RIGID POINT OR X— BRACED AS NOTED ON THIS DETAIL. ALT. LATERAL B R ACI N G- D ETAI L MINIMUM GRADE OF LUMBER T.C. REFER TO SEPERATE B.C. ENGINEERING DWG, Webs LOADING L (PSF TOP BOTTOM �SPACING:24 In O.C. T —BRACE WITH 10d NAILS 0 6" 0.c. TYP. TPI -92 Crit. Revised: 7/7/94 STR. INCR.: DRAWN BY: G.L.H. CHECKED BY J.A.I. REP. STRESS:YES TRUSSES 0 24" O.C. TYP. LATERAL BRACING DETAIL NOTE: BRACE MUST BE 80% THE LENGTH OF THE WEB. THIS DETAIL IS TO BE USED AS AN ALTERNATE FOR CONTINUOUS LATERAL BRACING. 4 171 E t MiTek Industries Inc. s uT -e.awc 2x4 LATERAL BRACE PER TRUSS DESIGN WITH 2 -10d NAILS PER WEB FOR FORCES UP TO 4600 Ibs. FORCES IN EXCESS OF 4600 Ibs. REQUIRES 2x6 #3 OR BETTER. NOTE: PROVIDE X-- BRACING AT 20' -0" INTERVALS FOR WEB FORCES UP TO 2509 Ibs. AND AT 10' -0" FOR FORCE GREATER THAN 2509 lbs. • • :NO) 6" •••• TYP • • • • • • • T —BRACE SAuE::. : • • • AND t AS' WEB.` • •• • • ••••• • • • • • •� E ( ••�• ) •••..•• 2x8 MAX. • • • • • • • •••• • • • • WEB SECT1•CYN Mahmound Zolfaghari, P.E. Consulting Engineers 13901 S.V. 108 Ave. Miami, Florida 33176 . Phone 305-253-2428 Fax 305- 235 -4248 Florida Professional Engineering License No. 36921 Special Inspector License No. 636 Approved for MiTek' fl1 ETStries Inc. DECO TRUSS COMPANY, INC. Trusses & Building Materials 13980 SW 252 Street, Princeton, Florida 33032 Telephone: (305) 257 -1910 Fax: (305) 257 -1911 HIP / JACK HANGER DETAIL SHEET 1. FOR HIP CORNER JACK 5' -0" AND 7' -0" SETBACK, USE USP HJC26 UNIVERSAL HIP HANGER OR EQUAL, ON BOTTOM CHORD. TOP CHORDS NAIL WITH THREE (3) -16D NAILS AND USE USP HCPL (L/R) HURRICANE CLIP OR EQUAL FOR HIP CORNER JACK 9' -0" AND 11' -0" SETBACK, USE USP HJC28 UNIVERSAL HIP HANGER OR EQUAL ON BOTTOM CHORD . TOP CHORDS NAIL WITH THREE (3) -16D NAILS AND USE USP HCPL (L/R) HURRICANE CLIP OR EQUAL • • • • • 2. FOR 1'-0" TO 9'-0" SIDE JACKS, NAIL TOP & BOTTOM CHORD WIFTH'rHR .. :. (3) -16D NAILS AND USE USP HCPL (L/R) HURRICANE CLIP 01 (VAL A'' • TOP & BOTTOM. •••• •• . • • • • • .••• • •• 3. FOR COMMON JACKS 5' -0" TO 7'-0 ", USE USP CLPBF BUTTERFLI■I•I=ANGF,4• • • • OR EQUAL ON BOTTOM CHORD AND NAIL TOP CHORD WITHTHREE (3) ' • • • 16D NAILS AND USE USP HCPL (L/R) HURRICANE CLIP OR EQF AIT TOP • 4. FOR COMMON JACKS 9' -0" TO 11' -0 ", USE USP THD 26 HANGEe di4EQUAL. • • ON BOTTOM CHORD AND NAIL TOP CHORD WITH THREE (3) -16D NAILS • • • AND USE USP HCPL (L/R) HURRICANE CLIP OR EQUAL AT TOP NOTE: Refer to attached Miami -Dade County Product approvals for nailing and proper use of hangers. • • • • • • • • • . Masi' ound Zoliaghari, P.E. Consulting E 13901 S.W. 10Z Av . M , Flo idt, 33176 Mont 303 24 Fgx 305. 235.4248 Florida ref iBiOilat gnedlifting Lioeie 14o, 36921 r4 Ll M@ BAR: S98 • • • • • ' riornna .usuiiaing cone online BCIS Home Log In Hot Topics Submit Surcharge Stats & Fads Publications FBC Staff BCIS Site Map Links Search Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Evaluation Entity Quality Assurance Entity Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL818 New 2004 Approved United Steel Products Company 703 Rogers Drive Montgomery, MN 56069 (727) 536 -7891 ext 152 riutz@gibraltar1.com robert Iutz rlutz@gibraltarl.com Structural Components Wood Connectors Anchors National Evaluation Service, Inc. PFS Corporation Product Testing, Inc. Standard ASTM D1761 ASTM D1761 1707.3 • • • • • •• • •••••• • • • •••• • • •• •• • ••• • • •••• • • • • •• • • • • • •• •••• • • •••• • • • • •••• • • Evaluation Report from a Produc$ Evvftyation E?fif? •• • • 00 • • • •••• Year 1988 1988 Page 1 of 4 • • • • • • • • • • • • • • • • http : / /www.floridabuilding.org/pr /pr app_ dtl. aspx? param= wGEVXQw0gsEZXpperaLTu8OL19N... 3/5/2007 ' rioriaa tswHaing (Jose online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 2314.4.4 Method 1 Option C 10/30/2003 10/31/2003 11/04/2003 11/19/2003 Page 2 of 4 818.1 818.4 818.5 818.6 Model, Number or Name CLPBF Limits of Use (See Other) Approved for use in HVHZ: Approved for use outside HVHZ: impact Resistant: Design Pressure: +/- Other: Limits of Use (See Other) Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- Other: HCPLR Limits of Use (See Other) Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- Other: ii flE' f l HCPRS3 Limits of Use (See Other) Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- Other: HCPRS4 Limits of Use (See Other) Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- Other: HDPT2 Description BU 1 1 tRFLY HANGER installation Instructions Verified By: Evaluation Reports PTID 818 T NER510.pdf nstaiiation instructions Verified By: Evaluation Reports • • • • • • •••• • • •• • • ••• ; --- .— ._�_._�_ - -- - -- Ili il l •�f Installation instruc ions' Verified By: Evaluation Reports • • • • • • • • •.•• • • • • • •• • •• •• •• • • II Hurricane / Seismic Arkhor' • • • Installation Instructions Verified By: Evaluation Reports Hurricane / Seismic Anchor nstallation Instructions Verified By: Evaluation Reports runs Tie -down Anchor Limits of Use (See Other) Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- Other: Installation Instructions Verified By: Evaluation Reports ii •• • • •• • •• • http : / /www.floridabuilding.org/pr /pr app_ dtl. aspx? param= wGEVXQwtDgsBZXppzJnLTu8OL 19N... 3/5/2007 • •' •• • • • • • • Page 5 of 10 National Evaluation Report No. NER -510 Notes: 2, 3, 4, 5, 6 Values based on 1-12" thickness. Table 1— CLPBF Series Dimensions (in.) Fastener Schedule Allowable Loads (Lb&) Joist Stock Uplift Size No. W H D Header Joist 100% 115% 125% 133% 16O% 2x4 CLPBF 18 1-9/16 2 -12 2-1/2 (12)65 (3)8d 900 950 950 300 360 (12)6d (6)6d 900 950 950 600 720 (12)8d (3)85 950 950 950 380 460 (12)8d (8)65 950 950 950 710 855 Figure 1 — CLPBF Butterfly Hanger • .. • ... • • • • • .... • .. . • .. • • • • • • • • • ., Stock No. 1 igi Dimensions (In.) Fastener Schedule Allowable Loads (Lbs.) W H Rafter Pleb Stud F1 F2 Uplift 1331 168% 133% 100% 1331 1601 HCPLL 20 1 -12 6 (4)6d (4)6d (4)6d* 145 145 95 95 41k1 480 (4)8d (4)8d (4)8d* 145 145 95 95 510 520 HCPLR 20 1.12 6 (4)6d (4)8d (4)6d' 145 145 95 95 400 480 (4)8d (4)8d (4)8d' 145 145 95 95 510 520 Page 7 of 10 National Evaluation Report No. NER -510 Notes: 1, 2, 8, 8 'Applies to stud application. H Table 3 — HCPL Series Figure 3 — HCPL Hurricane /Seismic Anchors HCPL(L) shown (HCPL(R) opposite bend) • .•• • • • . • • • .. • .... • • .. .. .. • .. • • • • • • .... • • . • .. • • • . • • .. • • • • • • • • • • • • • • • PRODUCT CODE GAUGE DIMENSI ❑N FASTENERS ALLOWABLE LOADS W H D A HEADER JOIST DOWN UPLIFT (160 %) DOWN UPLIFT (160` /.) JUS24 18 1 9/16 3 1/8 1 3/4 1 (4) l0d (2) l0d 745 N/A JUS26 18 1 9/16 4 13/16 1 3/4 1 (4) 10d (4) 10d 990 1040 JUS28 18 1 9/16 6 11/16 1 3/4 1 (6) 10d (4) 100I 1240 1160 JUS210 18 1 9/16 713/16 1 3/4 1 (8) 10d (4) 10d 1490 1115 PRODUCT CODE GAUGE DIMENSION FASTENERS ALLOWABLE LOADS W H D A HEADER JOIST DOWN UPLIFT (160` /.) HJC26 12 5 7/8 3 5/8 3 1/4 1 3/4 (16) 16o1 (12) 10d 2020 1975 HJC28 12 5 7/8 6 3/4 3 1/4 1 3/4 ( ?0) 16d (14) 10d 3220 2010 1. PUBLISHED LOAD IS FOR TOTAL OF HIP AT 45 DEGREES AND JACK AT 90 DEGREES COMBINED. 2. MINIMUM HEADER THICKNESS SHALL BE 2 INCHES FOR 16D NAILS. 3. ALLOWABLE DOWN LOAD LISTED IS AT 100% DURATION OF LOAD. TYPICAL HJC INSTALLATION JUS TYPICAL JUS INSTALLATION • 1. Specified Joist nails shall be Installed at 30 to 45 degrees horizontally such that they penetrate through the end of the joist and Into the header. 2. Minimum header thickness shall be 1 3/4 Inches for l0d nails. 3. Allowable DOWN load listed Is at 100% Duration of load. 4. Uplift Load listed as N/A had uplift capacity less than - the required 700 pounds. •• .•• • • • • • • • • • • • • - • • •• ••• •• • • •• •• • • • • • • • • • • • • • • • • • • • • •• •• •••• •• • • • •• • • • • • • • "• • •• • • • •• • • ••• • • • ••• • • • • • • • • 000 • • • • • •• • NAME GENERAL NOTES1 • 1. STEEL SHALL CONFORM TO ASTM A653, STRUCTURAL GRADE 33, U.O.N AND A MINIMUM GALVANIZED COATING OF G -90. 2. FASTENERS ARE COMMON WIRE NAILS INLESS OTHERWISE NOTED. 3: ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED B, A SHORT TERM DURATION FACTOR OF 607. FOR WIND LOAD CONDITION. 4. ALLOWABLE DOWN LOADS ARE NO INCREASED BY SHORT TERM DURATION FACTOR. 5. ALLOWABLE LOADS ARE BASED ON THE NATIONAL DESIGN SPECIFICATIONS FOR WOODS CONSTRUCTION 2001 EDITION IN ACCORDANCE WITH ASTM 31761. 6. LUMBER SPECIES 2S SOUTHERN PINE. NOA No: 07- 0214.20 Expiration Date: June 04, 2011 Approval Date: May 31, 2007 DATE! 02/07/07 SHEET! 1 OF 2 FACE MOUNT JOIST HANGER Fes cz x.::!y';rg �'4 h tht it No 0 ruittct , 11 UNITED STEEL PRODUCTS COMPANY 703 ROGERS DRIVE, MONTGOMERY, MN. 56069 PHONE (507) 364 -7333 ROBERT W. LUTZ PROFESSIONAL ENGINEER (STRUCTURAL) FLORIDA REG. NO. 55409 DRAWING 44 i MD0207 MDADE riorioa .isuiiaing'.,oae online BUS Home Log In Hot Topics Submit Surcharge Stats & Facts Publications Product Approval JJSER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Evaluation Entity Quality Assurance Entity Validated By Certificate of Independence 11817 New 2004 Approved United Steel Products Company,,, • 703 Rogers Drive • Montgomery, MN 513069• • '. (727) 536 -7891 a &1:2' rlutz @gibraltarl.com • • •••• robert lutz • • rlutz @gibraltarl.com 11 • • • • • • • • • • •. • Structural Components Wood Connectors Anchors FBC Stan • National Evaluation Service, Inc. PFS Corporation Product Testing, Inc. • •• • • • • • •• •••• • • •••• • •••. • • • • •• • • • ••. • rage 1 of BCIS Site Mz • • • • • • • •• Evaluation Report from a Product Evaluation E http : / /www.floridabuilding.org/pr /pr app_ dtl. aspx? param- wGEVXQwtDgvaK %2bkWe185D %2bB. 3/5/2007 • • Summary of Products Go to Page 4 40 1 0 Page 2 / 4 0 FL # Model, Number or Name IDescri_ ion ! - 1 817 21 IHJC28 f HIP JACK Hanger 1 - Limits of Use (See Other) Approved for use in HVHZ: II Approved for use outside HVHZ: II Impact Resistant: Design Pressure: +/- Other: nstallation Instructions I� Verified By: {j Evaluation Reports �I 817.22 - � 3N26 !Power Nail Hanger �1 Limits of Use (See Other) Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- Other: Installation Instructions •••• Verified B Evaluation Reports..' : • • I ' •• • ;I • • : " !i. i ' 1;817.23 '31\126-2 - 26 -2 Power • Nail Han ' er "" • IlLimits of Use (See Other) I' Approved for use in HVHZ: use outside HVHZ: l Impact Resistant: Design Pressure: +/- _ Other: Installation Instruab Q • •.• ...I Verified By: !I • . . • • I !I •••• for Evaluation Reports • • . . . !I • • •••• • Iii • • • • . • • • ' • •. • 1 817.24 IJN26E Power Nail Han er_ ! Limits of Use (See Other) II Approved for use in HVHZ: j Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- I Il Other: Installation Instructions jj I Verified By: Evaluation Reports II !� ; I 1817.25 JN28 (Power Nail Hanger ;Limits of Use (See Other) I Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: 11 Design Pressure: +/- ` Other: IInstallatlon Instructions Verified By: ; Evaluation Reports I I I I1 ____ ___________ --- ___- __. —_.._ - -- = - -- - -- 817.26 JN28 -2 Power Nail Hanger • • Limits of Use (See Other) I Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- 'installation Instructions I � Verified By: Evaluation Reports I II Florida Building Code Online 2314.4.4 Product Approval Method Method 1 Option C Date Submitted Date Validated Date Pending FBC Approval Date Approved 10/30/2003 10/31/2003 11/04/2003 11/19/2003 Page 2 of 5 • • • • • • • • • •• • http : / /www.floridabuilding.org /pr /pr app dtl.aspx? param= wGEVXQwtDgvaK %2bkWel85D %2bB... 3/5/2007 Florida Building Code Online Other: 817.18 1HH66 817.20 Go to Page Limits of Use (See Other) Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- Other: Limits of Use (See Other) Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- Other: HJC26 Limits of Use (See Other) Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- Other: Back [el] Header Hanger Installation Instructions Verified By: Evaluation Reports HURRICANE /SEISMIC ANCHOR Installation Instructions Verified By: Evaluation Reports HIP -JACK Hanger Installation Instructions Verified By: Evaluation Reports I t 1 • • • 0000 • • 0000 I Nitit:••10 I • • • • • • • • • DCA Administration • • • •• • 9.•• • • 0000 • • • • •• • • • • •• 00 00 • • 0 0 • • 0 • •• • • • 0 Page 5 of • • Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Suncom 277 -1824, Fax (850) 414 -8436 © 2000 -2005 The State of Florida. All rights reserved. Copyright and Disclaimer Product Approval Accepts: • • • • • http: / /www.floridabuilding. org/pr /pr_app_dtl. aspx ?param= wGEVXQwtDgvaK %2bkWe 185D %2bB ... 3/5/2007 Stock No. Steel Gage Dimensions (In.) Fasteners Allowable Loads (Ibs.) W H D Girder Jack Hip F c I = 460 psi Up ift 100% 115% 125% 133% 160% HJC 26 HJC 28 12 12 n 5-3/8 7 -1/8 3-1/4 3 -1/4 16 -16d 20 - 16d 7 - 10d 8 - 10d 5 -10d 6 - 10d 2190 2740 2520 3150 2740 3425 1570 1830 1840 1840 Page 11 of 22 Notes: 1. Hip and jack trusses are limited to a single ply each. The hip shall be set at 45 degrees to the jack. 2. Uplift loads are increased 33-1 /3% or 60% for wind or seismic load conditions and shall not be further increased. 3. Allowable loads assume the hip and Jack trusses act in unison. 4. Trusses shall be provided with blocking or other means to prevent rotation. 5. F = Compression perpendicular to grain. 6. For SI: 1 in. = 25.4 mm, 1 Ibf = 4.45 N, 1 psi = 6.89 kPa. GIRDER TRUSS 1 -1/2 -4 1 -1/2 RIGHT HIP SHOWN Table 4 — HJC Hip Jack Hangers HIP TRUSS SINGLE ROW NAILING ON SKEWED SIDE JACK HIP Figure 4* National Evaluation Report No. NER -564 LEFT HIP SHOWN • K 1 -1/2 - 1., 1 1/2 • • • Product Code Dimension L Fasteners 18d Allowable Load Down 100% Uplift 133% RT8 8" 8 340 ---- RT10 10" 8 455 --- RT12 12" 8 466 ---- RT14 14" 10 566 766 RT18 16" 12 680 905 RT18 18" 14 796 1020 R120 20" 1$ 005 1020 RT22 22" 18 1020 1020 RT24 24" 18 1020 1020 RT28 28" 18 1020 1020 RT30 30" 18 1020 1020 RT32 32" 18 . 1020 1020 RT34 34" 18 1020 1020 RT38 38" 18 1020 1020 RT38 38" 18 1020 1020 RT40 40" 18 1020 1020 RT44 44" 18 1020 1020 RT48 48" 18 1020 1020 - Product Code Dimension Length Fastener 10dx1.5" Allowable Load Uplift L1 L2 TAI21TAl2R 12" 6 -- 215 246 TA14ITA14R 14" 6 830 215 245 TA1877A18R 18" 6 830 215 246 TA18ITA18R 18" 7 970 216 345 TA201TA2OR 20" 9 1040 215 .346 TA22I1A22R 22" 10 1155 256 346 TA241TA24R 24" 11 1270 256 346 I -{ H RT RAFTER TIE SERIES 14 GAUGE • • 1) Number of fasteners shall be equally divided betwetrt Later • ar4d tup • • 2) Penetration Is assumed to be 1 112" into wood TA /TAR TRUSS ANCHOR SERIES 14 GAUGE Notes 1) L1 are loads applied parallel to bearing wall 2) L2 are leads applied perpendicular to bearing wall 3) Minimum embedment of ties 4" 4) Allowable loads for uplift, L1 and L2 are not to be combined • • • • • • • • 5) • • !Annum nail penetration 1.6" • • • • • • • • • • • • •APRA6Y 1 As COMM CM ME south FLORIDA of ae Can • •• ••• ••• AROAN' L I141109 • ri E COMM Of 6141410. 09.02 .6 • • • • • • ••• • • • • • • • • • • • • • • • • • • • • .• • • • • • • • • • • • • • • • • • • • • • • •• •• . 0 00 • • • ••• • • GENERAL NOTES 1) STEEL SHALL CONFORM TO ASTM A653 STRUCTURAL GRADE 33; AND A MINIMUM GALVANIZED COATING OF G90 2) FASTENERS ARE COMMON WIRE NAILS UNLESS OTHERWISE NOTED 3) ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED BY A SHORT TERM DURATION . FACTOR OF 335 FOR WIND LOAD CONDITION, NO FURTHER INCREASE IS ALLOWED 4) ALLOWABLE DOWN LOADS ARE NOT INCREASED BY SHORT TERM DURATION FACTOR 5) ALLOWABLE LOADS ARE BASED ON THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION 1991 EDITION E 1993 ERRATA, FOR SOUTHERN YELLOW PINE (G= 0.55 OR BETTER) 6 TEST PERFORMED IN ACCORDANCE WITH ASTM D1761 10/06/00 1 TA R PAGE, 1 TA • UNITED STEEL PRODUCTS COMPANY 703 ROGERS DRIVE. MONTGOMERY, 191 56069 PHONE (507) 361 -7333 RT AND TA SERIES 71C91AS ALLEN KI3LLEN PROFESSIONAL ENG /NEER (CIVIL) - FLORDIA REG. NO. 50899 MDAIE ACCEPTANCE NO.: 01- 091205 EXPIRES: 1 Truss Span Longitud de Tramo Top Chord Temporary Lateral Restraint (TCTLR) Spacing Espadamiento del Arriostre Temporal de la Cuerda Superior Up to 30' Hasty 30 pies 10' o.c. max. 10 pies maxima 30' to 45' 30 a 45 pies 8' o.c. max. 8 pies maximo 45' to 60' 45 a 60 pies 6' o.c. max. 6 pies maximo 60' to 80'* 60 a 80 pies* 4' o.c. max. 4 pies maximo Moxlrrt n 4k'H41ght for Matarlal en Material Height Gypsum Board 12° Plywood or OSB 16" Asphalt Shingles 2 bundles Concrete Block 8' Clay Tile 3-4 tiles high sh € lip eksi GENERAL NOTES i Trusses are not marked In any way to identify the frequency or location of temporary lateral restraint and diagonal bradng. Follow the recommendations for handling, installing and temporary restraining and bracing of trusses. Refer to BCSI Guide to Good Practice for Handling. Installing. Restraining & Bracing of Metal Plate Connected Wood Trusses * ** for more detailed information. Truss Design Drawings may specify locations of permanent lateral restraint or reinforcement for individual truss members. Refer to the SAS. - 03 Summary Sheet - Permanent Restraint/ Bradna of Chords & Web Members * ** for more information. All other permanent bracing design is the responsibility of the Building Designer. The consequences of improper handling, erect- ing, installing, restraining and bracing can result in a collapse of the structure, or worse, serious personal injury or death. El resultado de un manejo, levantamiento, instalacion, restriccien y arrisotre incorrecto puede ser la caida de la estructura o yon peor, heridos o muertos. IN Banding and truss plates have sharp edges Wear gloves when handling and safety glasses when cutting banding. Empaques y places de metal tienen border afilados. Lieve guantes y lentes protectores cuando corte los empaques HANDLING — MANEJO ® Avoid lateral bending. — Evite la flexion lateral. ® ° The contractor is responsible for properly receiving, unloading and storing the trusses at the jobsite. El contratista tiene la responsabilidad de recibir, descargar y almacenar adecuada- mente los trusses en la obra. E s If trusses are to be stored horizontally, place blocking of sufficient height beneath the stack of trusses at 8' to 10' on center. ® Do not store For trusses stored for more than one week, unbraced bundles cover bundles to prevent moisture gain but upright. allow for ventilation. Refer to BCSI Guide to Good Practice for an I'nq, Installing. Restraining & Bracing of Metal Plate Connected Wood Trusses * ** for more detailed information pertaining to handling and jobsite storage of trusses. Si los trusses estaran guardados horizon - talmente, ponga bloqueando de altura suficiente detras de la pile de los trusses a 8 hasty 10 pies en el centre. Para trusses guardados por mess de una semana, cubra los paquetes para prevenir aumento de humedad pero permita venti- lacion. Vea el folleto BCSI Guia de Buena Practice pars el Manejo. Instalacion. Restriction y Ar- rlostre de los Trusses de Madera Conectados con Places de Metal * ** para information mess detallada sobre el manejo y almacenado de los trusses en area de trabajo. NOTAS GENERALES Los trusses no estan marcados de ningun modo que Identifique la frecuenda o localization de restricden lateral y arriostre diagonal temporales. Use las recomendadones de manejo, instalad6n, restricd6n y arriostre temporal de los trusses. Vea el folleto SCSI Guia de Buena Practice para el Maneio. Instaladon. Restrialdn y Arriostre de los Trusses de Madera Conectados con Places de Metal * ** pars Information mess detallada. Los dibujos de dlsefio de los trusses pueden espedficar las locafzadones de restricden lateral permanente o refuerzo en los miembros!ndividuales del truss. Vea la hoja resumen - t - R iv•.c.r ' •au 1- in - nu de e•. y Miembros Secundarios*** pars mess information. El resto de los disefos de arriostres permanentes son la responsabilidad del Disefiador del Edifido. /L Use special care in C: Iwindy weather or near power lines and airports. Utilice cuidado especial en dias ventosos o cerca de cables electricos o de aeropuertos. Spreader bar for truss u Use proper rig- ging and hoisting equipment. Use equipo apropiado para levantar e improviser. No almacene verticalmente los trusses sueltos. Do not store on SY uneven ground. No almacene en tierra desigual. HOISTING RECOMMENDATIONS FOR TRUSS BUNDLES RECOMENDACIONES PARA LEVANTAR PAQUETES DE TRUSSES. Q Warning! Don't overload the crane. iAdvertencia! iNo sobrecargue la grim! ® Never use banding alone to lift a bundle. Do not lift a group of individually banded bundles. Nunca use solo los empaques para levantar un paquete. No levante un grupo de paquetes empaqueandos individualmentes. ® A single lift point may be used for bundles with trusses up to 45'. Two lift points may be used for bundles with trusses up to 60'. Use at least 3 lift points for bundles with trusses greater than 60'. Puede usar un solo lugar de levantar para paquetes de trusses hasta 45 pies. Puede usar dos puntos de levantar pars paquetes hasta 60 pies, Use par lo menos tres puntos de levantar pars paquetes mess de 60 pies. INSTALLATION OF SINGLE TRUSSES BY HAND INSTALACI6N DE TRUSSES INDIVIDUALES POR LA MANO Q Trusses 20' or less, sup- port at peak. Soporte del pico los trusses de 20 pies o menos. HOISTING OF SINGLE TRUSSES — LEVANTAMIENTO DE TRUSSES INDIVIDUALES U( Hold each truss in position with the erection equipment until top chord temporary lateral restraint lJ is installed and the truss is fastened to the bearing points. Sostenga cada truss en position con equipo de gnma hasta que la restriction lateral temporal de la cuerda superior este instalado y el truss este asegurado a bt kfror es. • • Warning! Using a single pick -point attis iAk can damage the truss. •• ••• iAdvertencia! El use de un solo lugar en et • pico pars levantar puede hater dano ellrS .• • • • HOISTING RECOMMENDATIONS FOR•SAF• • TRUSSES • • RECOMENDACIONES PARA LEVANTArtfRUMES INDZVIDUALES Tagline Refer to BCSI -B2 Summary Sheet - Truss Installation & Temporary Restraint/Bracinq * ** for more information. Vea el resumen BCSI -B2 - Instalacion de Trusses v Restriction /Arriostre Tem44rel * ** para mess information. Q Locate ground braces for first truss directly in line with all rows of top chord temporary lat- eral restraint (see table in the next column). Coloque los arriostres de Berra para el primer truss directamente en lines con cada una de las files de restriction lateral temporal de la cuerda superior (vea la table en la proxima columna). Ti 1 .4- Trusses up to 20' - Trusses hasta 20 pies I, Spreader bar 1/2 to �I 2/3 truss length TRUSSES UP TO 60' TRUSSES HASTA 60 PIES • • Fagline • • • •• • Do not walk on unbraced trusses. No camine en trusses sueltos. Q Trusses 30' or less, support at quarter points. Soporte de los cuartos de tramo los trusses de 30 pies o menos. Tagline A Wamingl Do not over load supporting structure with truss bundle. iAdvertencia! No sobrecargue la estructura apoyada con el paquete de trusses. E ✓ Place truss bundles in stable position. Puse paquetes de trusses en una position estable. .- Trusses up to 30' ; Trusses hasta 30 pies • •• • • • • • •• •••• • 80' or less •• • •••• • • ••• •••• ••• • • • �� - ` .I1 Approx. --> • truss lentgh •••• TRUSSES UP•143•'••L � • •T•USSES HAST.•30 PIES • • • • •••• Locate Spreader bar above or stinbeck mud- height Attach 10' o.c. max. TRUSSES UP TO AND OVER 60' —� TRUSSES HA5TA Y SOBRE 60 PIES TEMPORARY RESTRAINT & BRACING RESTRICCION Y ARRIOSTRE TEMPORAL Top Chord Temporary Lateral Restraint (TCTLR) 2x4 min. Brace first truss t-- securely before erection of additional trusses STEPS TO SETTING TRUSSES LAS MEDIDAS DE LA INSTALACION DE LOS TRUSSES ▪ 1) Install ground bracing. 2) Set first truss and attach securely to ground bracing. 3) Set next 4 trusses with short member temporary lateral restraint (see below). 4) Install top chord diagonal bracing (see below). 5) Install web member plane diagonal bradng to stabilize the first five trusses (see below). 6) Install bottom chord temporary lateral restraint and diagonal bracing (see below). 7) Repeat process on groups of four trusses until all trusses are set. 1) Instate los arriostres de terra. 2) Instate el primero truss y ate seguramente al arriostre de tierra. 3) Instale los proximos 4 trusses con restriction lateral temporal de miembro corto (vea abajo). 4) Instale el arriostre diagonal de la cuerda superior (vea abajo). 5) Instate arriostre diagonal pars los pianos de los m!embros secundarios para estabilice los primeros dnco trusses (vea abajo). 6) Instale la restriction lateral temporal y arriostre diagonal pars la cuerda inferior (vea abajo). 7) Repita este procedimiento en grupos de cuatro trusses hasta que todos los trusses esten instalados. 6 Refer to BCSI -B2 Summary Sheet - Truss Installation & Temporary Restraint/Bracing * ** for more information. Vea el resumen BCSI -B2 - Instalacion de Trusses v Restriction /Arriostre Temporal * "* para mess information. RESTRAINT BRACING FOR ALL PLANES OF TRUSSES RESTRICCION /ARRIOSTRE PARA TODOS PLANOS DE TRUSSES ® This restraint & bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses. Este metodo de restriction y arriostre es pars todo trusses excepto trusses de cuerdas paralelas 3x2 y 4x2. 1) TOP CHORD — CUERDA SUPERIOR •Consult a Professlonal Engineer for trusses longer than 60'. •Consulte a un Ingenlero Profeslerralaplra trusses mess de 60 pies. Q * ** for T • • • �� 1 CTL�tt ions Vea —� d@�5L @2 * ** para Ipso cues de T • `� psi C� ��`- A Refer �i.83 Sum- • ��"1�\ 1 is ' uf Repeat diagonal il k v= braces for each Cia maw Sheet - Permanent •,, --._%,_ 4,41, --S, , _ - - i pare Ainazones Hastiales vea el feSlrmen BCSI -B3 • • • • • . ® set of 4 trusses. - ReCrAioneriPostre • • • (',round braang tot shun for clarity. Repita los Pe Ml r elke - ntede Rl da os ** •••• • • • arrisotres dlagonales ° rl • • • para cada grupo de 2) WEB MEMBER PLANE -,reol Er LOS MTEMBROS SECUNDARIOS 4 trusses. •••• LATERAL RESTRAINT & DIAGONAL BRACING ARE VERY IMPORTANT iLA RESTRICCION LATERAL Y EL ARRIOSTRE DIAGONAL SON MUY IMPORTANTES! 30' -15' max. Same spacing as bottom chord Lateral Restraint 3) BOTTOM CHORD — CUERDA INFERIOR Lateral Restraints - 2x4x12' or greater lapped over two trusses. Bottom chords i Diagonal Bracing Web Members \\� \`► Bottom Chords Diagonal Braces every 10 truss spaces (20' max.) Some chord and web members not shown for clarity. Diagonal Braces every 10 truss spaces (20' max.) 10' -15' Some chord and web members max, not shown for clarity. RESTRAINT & BRACING FOR RESTRICC16N Y ARRIOSTRE fok Refer to BCSI -B7 Summary Sheet - Temporary & Permanent Restraint/ Bracing for Parallel Chord Trusses * ** for more information. Vea el resumen 8CSI- B7 - Restriccioni Arriostre Temporal y Permanente pars Trusses de Cuerdes Paralelas*** pars mess information. INSTALLING Tolerances for Out -of- Plane. Tolerancias para Fuera -de- Plano. ��— Length —>s. Max. Bow - --- __ - -- Max. Bow 'F Length —> Max. Bow 17f Tolerances for LJ Out -of- Plumb. Tolerandas para D /5o max Fuera -de- Plomada. 3x2 AND 4x2 PARALLEL CHORD TRUSSES PARA TRUSSES DE CUERDAS PARALELAS 3X2 Y 4X2 Diagonal Bracing Apply Diagonal Brace to vertical webs at end of cantilever and at bearing At Lateral Restraints locations. lapped at least two trusses. INSTALACION .i CONSTRUCTION LOADING — CARGA DE CONSTRUCCION Do not proceed with construction until all lateral restraint and bracing is securely and properly in place. No proceda con la construction hasta que todas las restric- ciones laterales y los arriostres esten colocados en forma apropiade y segura. tri Do not exceed maximum stack heights. Refer to BCSI-B4 Sum- mary Sheet - Construction Loading * ** for more information. No exceda las alturas maximas de monton. Vea el resumen BCSI -B4 Carga de Construction * ** pars mess informacion, Plumb ; D /50 1/4° 1/2" 3/4" 1 1 -1/4° 1 -1/2" 1 - 3i4" 2' D (ft.) 1 2' 3' 4' 5' 6' 7' 28' ® Do not overload small groups or single trusses. No sobrecargue pequefios grupos o trusses individuales. Never stack materials near a peak. Nunca amontone los materiales cerca de un pico. g( Place loads over as many trusses as possible. uu Coloque las cargas sobre tantos trusses como sea poslble. / \ Q Position loads over load bearing walls. �I\ Coloque las cargas sobre las paredes soportantes. /I\ \. 10' or 15'* r ,`� Repeat Dlegondd Bra every 15 truss spaces (30') ��i11 �,t"� � �_ �ice_ *Top chord Temporary Lateral Restraint spacing shall he 10' o.c. max. for 3x2 chords and 15' o.c. for 4x2 chords. Out of Plane Max. Bow 3/4" 7/8° 1 1 -1/8 1 -1/4" 1 -3/8° 1 -112° 1 -3/4' 2 Truss Length 12.5' 14.6' 16.7' 18.8' 20.8' 22.9' 25.0' 29.2' 233.3' Truss bowing not ALTERATIONS — ALTERACIONES shown tor clarity. & Refer to 6CSI -B5 Summary Sheet - Truss Damage. Jobsite Modifications & Installation Errors. * ** Vea el resumen )3CSI -B5 Darns de Trusses Modificaciones en la Obra v Errores de Instalacion. * ** Do not cut, alter, or drill any structural member of a truss unless specifically permitted by the Truss Design Drawing. No corte, altere o perfore ningtin miembro estructural de un truss, e menos que este especificamente permitido en el Dibujo del Diseno del Truss. Trusses that have been overloaded during construction or altered without the Truss Manufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. Trusses que se han sobrecargado durante la construction o han sido alterados sin la autorizadon previa del Fabricante de Trusses, pueden hater nulo y sin efecto la garantia limitade del Fabricante de Trusses. ***Contact the Component Manufacturer for more Information or consult a Professional Engineer for assIsbnice. To view a non - printing PDF of this document, visit www.s! dndusby com @1. NOTE: The Teas Manufacturer and Truss Designer rely on the praranption that the Contractor and crane operator (x applicable) are professionals with the capability to undertake the work they have agreed be do on any given project If the Contractor believes It needs assistance In some aspect of the construction project R should seek assistance from a competent party. The methods and procedures outlined in this docemO3 are Intended to ensure that the overall construction teduilques employed will put the trusses Into place SAFELY. These recommendations for handling, Installing, restraining and bracing trusses are based upon the collective experience of leading personnel Involved with truss deign, manufacture and Installation, but must, due to the nature of ,ne ,abilities Involved, be presented only as a GUIDE for use by a qualified Building Designer or Contractor. R is not Intended that these recommendations be Interpreted as superior to the Build ng Designer's desbg n spedfl®tar for handling, Instating, restraining and bracing trusses and It does not predudethe 1Se of other equivalent methods for restraining/bracing and presiding stability for the wails, columns, floors, roofs and all the Interrelated structural building components as detemdrred by the Contractor. Thus, WTCA and TPI expressly disclaim any 'ow..ability for damages arising from the hoe, application, or relance on the recommendations and information contained herein. II• 6300 Enterprise Lane • Madison, wt 53719 608/274-4849 • www.sbdndustry.com TRUSS PLATE INSTITUTE 218 N. Lee St, Ste. 312 • Alexandim, VA 22314 703/683 -1010 • www.tpdnst.org B1WARN11x17 070724 DECO TRUSS COMPANY, INC. 13980 SW 252 STREET PRINCETON FL 33032 Project: ED A. LANDERS, P.E. Model: P.E.#038398, PH:(305) 823 -3938 Block No: Lot No: Contact Site Name: Phone: Fax: General Truss Engineering Criteria & Design Loads (Individual Truss Desi n Drawings Show Special Loading Con��ti ions): Building Code: Florida Building Code, Chapter 23. Computer Program Used: MiTek 20/20. Gravity: psf Roof Total Load Gravity: IpA psf Floor Total Load. Wind: I44 mph from ASCE 7 -02 code. Pages or sheets covered by this seal: 0001 thru 0045 Total: 45 drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003 of the Florida Board of Professional Engineers. The seal on this index sheet indicates acceptance of professional engineering responsi attached. The suitability and use of each component for any particular building is the 2. Truss Design Engineer's Name: Mahmoud Zolfaghari, P.E. License #: 36921, A Date Truss 0001 09-04 -2008 Al 0005 09-04 -2008 A5 0009 09-04 -2008 CJ10 0013 09-04 -2008 CJ7A 0017 09-04 -2008 J8A 0021 09-04 -2008 J5B 0025 09-04 -2008 J3 0029 09-04-2008 J2 0033 09-04-2008 J1C 0037 09-04-2008 V14 0041 09-04-2008 V7 0045 09-04-2008 MV2 EDWA D A. ERS, 'RE CONSULTING ENGINEERS its submittal hoc, been reviewed for conformance with design incept and indc'rrnaflon ,:given In contract dsc m ts. ;\, . �J �n GCurr3CV )rripletens.ss, dirrensn.ns quantities, sarety p e'cautlons instruction moans. and mcthodn, soacence of constructmmn ordinatici.n, a .h other peafijmance of systems rernain e responsibility C)l tn No exceptmn_ taken :viewer Office 0002 09-04-2008 A2 0006 09.04 -2008 A6 0010 09-04 -2008 CJ9 0014 09-04-2008 CJ4 0018 09-04 -2008 .18 0022 09-04 -2008 0026 09 -04-2 0030 09 -04-2 0034 0038 0042 Submittal Pero. Date To: ADDITION: RODRIGUEZ (MIAMI SKYLINE CONST. Deliver To: 10090 N.E. 12 ST. MIAMI SHORES, FL. Deliver To Address3 Material Summary Includes the following Date Truss :�2 D j �' r� �� Date Truss f_7 'eyeci.ed El Revise and Resubmit 7 -- -'° Tentative Delivery Date: Truss List Job Page: Date: Project Account No: Designer: Salesperson Quote ely for the Truss Design Drawings listed below and of the Building Designer, per ANSIITPI 1 -1995 Section 108 Ave, Miami, FL., 33176. 0004 0008 0012 0016 0020 0024 0028 _ ('032 6036 0040 _ 0044 1 of 1 9/4/2008 6425 mtm 09-04-2008 A4 09-04-2008 BO1 09-04 -2008 CJ7 09-04 -2008 J6 09-04 -2008 J5A 0 - t4 2 :08 .14 J9.04-20t8 J3C 09-04 -2008 J16 J9- 04-2,,08 Vie '19-04 -2008 V10 09- 04-2008 M1V3 Mahtnound L�C?I�u ha ; P Consulting Engine 13901 S.W. JC►A,��., Mir, PiOrida 33176 Phone 30 5-25.3-Z428 _€ a k 305-11-1-248 Florida Prc_ glt1ttal n ,r l <II�,...c_2°ian License No. 3699i Special Inspector License No 636 - g 2 u 2009 Date: July 28, 2009 Miami Shores Village Building Department 10050 N.E. 2"1 Avenue Mi "' 033138 �$ f Re:; Permit # C-0 Rodriguez Resi 90N.E.,12 A.. iami'Shores, F Attn: Building Department, This letter was prepared for e residential property to verify and confirm that the connectors submitted � permit have been substituted as follows: Connector 1 '�y ' � �" 6 embedded has been changed to a NVTH -20. Conn -R ' -24 has been changed to (2) NVRT -24T. Respectfully submitted, ida 33138 Folio # 11 -3205- 019 -03,0 information for ailing requirements. e any more questiorl please call meat my office 305 823 3938. Edward Landers P.E. Rodriguez Residence connectifr change letter 7 -28 -09 Edward A. LANDERS, P.E. • CONSULTING ENGINEERS 7850 NW 146TH STREET, SUITE 509 * MIAMI LAKES FL 33016 * (305)823 -3938 * FAX (305)823 -9355 No. of Fasteners in each strap 10d X 1.5" Maximum Allowable Load (lbs) Single Strap on Single Truss Double Straps on Double Truss Ll u 5 1032 2064 560 525 6 1222 2444 671 630 7 1275 2550 783 735 8 1329 2658 783 735 9 - 1383 2766 783 735 10 1437 2874 783 135 11 1490 2980 . 783 735 12 1544 3088 783. 735 13 1598 3196 783 735 H Lejtugth Product Code Gauge seat Gauge strap *12 . NVTH -16 NVTHS 212 20 14 *14 NVTH -18 NVTHS 214 20 14 16 NVTH 20 NVTHS 216 20 14 *18 NVTH -22 NVTHS 218 20 14 20 NVTH -24 NVTHS 220 20 14 *22 NVTH -26 NVTHS 222 20 14 24 NVTH -28 NVTHS 224 20 14 *26 NVTH -30 NVTHS 226 20 14 *32 NVTH -36 NVTHS 232 20 14 *44 NVTH -48 NVTHS 244 20 14 Truss Anchors NVTH and Riveted Truss Anchors with Seat NVTHS 1Y4" Notes: 1) All specified fasteners should be used on connected memners to achieve values �. 3 MIN. indicated on the above schedule 2) This table is based on Miami Dade County NOA #04- 0510.03 and 08- 0326.11 and Florida Approval 599R4. "3) Not a stock item, call for availability. 4) See General Notes, page 01. ' 10 Uplift Parallel L1 to wall Perpendicular to I wall `2 Reinforcements Required Concrete Tie Boom or Tie Beam formed with concrete filled masonry 2h" 14" 14" Holes Dia NVTH, NVTHS I Product Code NVRT -12 Leith 12 16 18 22 NVRT -18 NVRT20 NVRT -22 ~ NVRT -24 30 36 48 NVRT -16 NVRT -30 NVRT -36 NVRT -48 Gauge 14 14 14 4 14 14 14 14 14 16d Fasteners TOTAL In each member's 5 10 12 724' 860 Maximum Uplift Load (lbs) Flat Ties Twisted Ties 861 998 1135 996 1132 HALF Connected to truss 7 Length 12 16 18 20 22 24 30 36 48 Product Code NVRT -12 NVRT -16 NVRT -18 NVRT 20 NVRT 22 NVRT -24 NVRT -30 NVRT -36 NVRT -48 Gauge 14 14 14 14 14 14 14 14 14 Notes: NVRT Flat and Twisted Rafter Ties Do not Use circled holes 16d } "Topcons e e 0 Al" ft ENGTH LENGTH NVRT Twisted Rafter Ties to Concrete Tie Beams or Concrete Filled Masonry 0 0 0 NVRT Anchor Holes dice. '<r HALF Connected to woii See Note #3 1) ITW tapcons shall be embedded a minimum of 1 1/4" into Tie Beom formed with concrete filled masonry or concrete tiebeam or tiebeam formed with concrete filled masonry. concrete tie beom ITW tapcons shall have a min. edge distance of 2 1/2" and minimum spacing of 1 1/2" as shown. 2) See General Notes, page 01. 3) All tapcons must be in the same row space at 1 1/2" on centers. Do not use holes in the opposite row. Step must be long enough to accommodate required tapcons. 4) Tables are based on Miami -Dade NOA #08-0326.11 and Florida Approval 599R4. No. of 1/4" diameter Tapcons to Concrete 6 7 No. of 16d nails to Wood Framing 4 5 6 7 9 Maximum Uplift Load (lbs) 722 991 1125 UPLIFT ( 23" Min. edge distance Reinforcement required 1, or edge °Maw to i °peon 1 FLOOR PLAN SCHEDULES GENERAL NOTES RODRIGUEZ RESIDENCE 10090 NE. 12TH AVENUE MIAMI SHORES, FLORIDA CONNECTORS SCHEDULE UNIT TYPE DESIGN UPLIFT ALLOWABLE UPLIFT NOA # NAILING USP - TAPL -16 1246# 1350# 02- 0102 -03 11 -16D NAILS TO TRUSS 1 2 -USP RT -24 1530# 2040# 01- 0912.05 18 -16D TRUSS 2 USP RT -24 450# 1020# 01- 0912.05 11 -10D INT TRUSS 3 Vdi O LD C9 UPLIFT: 500# 1-0'-g'5 CONNECTORS SCHEDULE UNIT TYPE DESIGN UPLIFT ALLOWABLE UPLIFT NOA # NAILING fli (2) NVRT -24T 1465# 856# 5 -16D INTO WOOD FRAMING (7) 1/4" DIA. TAPCONS INTO CONC. W NVTH-20 EMBEDED 1465# 1490# (11)10d X 1.5" NAILS INTO EACH MEMBER 2 NVRT -2q 512# 725# 4 -16D NAILS INTO WOOD BEAM 4 -16D NAILS INTO MEMBERS El cAl&Sj° C d iMP°1-TL-s PATIO REVISION / 5 -28 -09 t* lq- BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): ( Building \ Electrical Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Owner's Name (Fee Simple Titleholder) C # -- 2.:. -' Owner's Address / a 5 N E ? S 1_ City , , State "F/ Zip 3 / 1 Tenant/Lessee Name Phone # Job Address (where the work is being done) L 0 0 9 NE City Miami Shores Vill FOLIO / PARCEL # Is Building Historically Designated YES NO Phonc # g am ! NE State F Phone # s ®2. ( 2 2... �r Contractor's Company Name Contractor's Address 0 City P 1Z ? Qualifier Name C t State Certificate or Registration No. C. > C a S - 4- SCertificate of Competency No. Architect/Engineer's Name (if applicable) ' C Oil Phone # 3o -R- S g Value of Work For this Permit $ g 5 0 Structural Review. $ 6 f9 r ea •{' bO N' 4- 5 / ZV + cs County Miami -Dade Zip Permit No. Square / Linear Footage Of Work: BY: Master Permit NQ. i C 4> —" 0 Plumbing Mechanical Roofing Type of Work: gdAddition DAlteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: s 5 ******** * ***** ** * * ** * ** ** *** ** * * * ** * * ** F * *** * ** * * * ** * * * * * * ** *** **** * * ** 6 G Submittal Fee $ Permit Fee $ CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Total Fee Now Due $ I See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that.no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved - reinspection fee will be charged. Signature Owner ornt Contractor The fe egoing instrument was acknowledged before me this 15 The foregoing instrument was acknowledged before me this 15 o is p rsonall of (Revised 02/08/06) NOT �_—' UBLIC: Sign: Print: y Commission Ex ssitazotFrodda APPLICATION APPROVED BY: Signature 200 by , day_of wn to me or who has produced l., who is p As identification and who did take an oath. Commission #DD782313 My Commission Expires Feb. 25.2012 7. / �� Ls G � Plans Examiner Engineer Zoning 6s NOTARY PUBLIC: 20Vby wn to me or who has produced as identification and who did take an oath. FBC� Owner's Address cit N i kyvi‘ Gov &s Qualifier Name State Certificate or Registration No. IC.41tC 0 ;'7 Y Value of Type ti Describe r . Submittal Fee $ Notary $ Scanning $ ISO Bond $ ngineer's N Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING 04(04109 04(04109 B PERMIT APPLICATION 1 state rt Zip 3 13 b Contractor's Company Name Contractor's Address 76 5 N e. efj 3t City ■6v# 1k.1't � Zip 95l lO Structural Review. $ Total Fee Now Due $ J UN 0 2 2009 gi BY: .. Permit No. S - jc Master Permit No. C J)O Permit Type (circle): Building Roofing Owner's Name (Fee Simple Titleholder) G I 00) t V d 0 "RD dei9u� Phone # 361- z I (0 72 Z i bUtkb �� 12 � - J Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO I A-wil c -y lint C( arS t.ellne # f c, 4( State C 1 Q v 611:). Roars N Le.a_ Phone # Certificate of Competency No. A C-- c b'ifd rG (»--- Phone # b 7` 3 l b Square / Linear Footage Of Work: Addition ['Alteration ['New ❑ Repair/Replace ❑ Demolition (1, 1 C E IA 140 w� r71-t 0 pro /k 'T . 01-1471/4 feu ************ **,x****** * ***** ******* * **** F ees *** * * **** ***** ************ ** * *** * ********** Permit Fee $ CCF $ CI — Training/Education Fee $ Technology Fee $ Radon $ DPBR $ Zoning $ Code Enforcement $ Double Fee $ 90 00 See Reverse side —, Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved einspection fee will be charged. Signature NOTARY PUBLIC: Sign: Print: V- ∎6• 1 %-k APPLICATION APPROVED BY: (Revised 07/10/07) Owner or Agent The foregoing instrument was acknowledged before me this day of 2 , 20 by who is perso nown to me or who has produced is personally As identification and who did take an oath. NOTARY PUBLIC: MARIA MAGALDI My Commission Expires: ? aFF � ` Notary Public, State of Florida My Commission Exp , a`sE.u.; Q Co ' omm ssion Expires Feb. 25, 2012 Contractor The foregoing instrument was acknowledged before me thisZ ay of T " , 2 by own to me or who has produced as identification and who did take an oath. Sign: _ Print v,,A Nsz_1/.. MARIA MAGALDI Notary Public, State of Florida 4441)1111eisei ii *** My Commission Expires Feb. 25, 2012 Plans Examiner Engineer Zoning Scheduled Inspection Date: December 23, 2009 Inspector: Rodriguez, Jorge Owner: RODRIGUEZ, CLAUDIO & MARIA Job Address: 10090 NE 12 Avenue Miami Shores, FL Project: <NONE> Contractor: MIAMI SKYLINE CONSTRUCTION CORP Building Department Comments December 22, 2009 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 ( 01, - Inspection Number: INSP -62186 Permit Number: WS -9 -07 -1972 For Inspections please call: (305)762 -4949 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number 305/216 -2224 Parcel Number 1132050190380 Phone: (305)899 -9696 REPLACE EXISTING WINDOWS WITH NEW IMPACT Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Page 27 of 29 PERMIT #; ),(P q ,K I, ,� ' V '� n ❑ Contractor Owner ❑ Architect • Picked up 2 sets of plans and (other) Q Mak3e) Address: , J From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLEARK INITIAL: RESUBMITTED DATE: PERMIT CLEARK INITIAL: Miami Shores Village Building Department 10050 .NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 RECEIPT S y 9 DATE: 0 a - j [ cerfec Pi S. AM f k L T, rA BUILDING PERMIT APPLICATION FBC 20a1 Permit Type (circle): `Building Roofing Owner's Name (Fee Sim le Titleholder) 1 IId1 O VirmrA Phone # ( •i"1 • ICd 1( Owner' Address 90 ' E) ) Crve/ • City Qualifier Name State Certificate or Re Contact Phone Architect/E rF Valu ± °, Notary $ Scanning $ Bond $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 W W W .MIAMISHORESVILLAGE.COM City. ��, State Zip Tenant/Lessee Name Email Job Address (where the work is being done) 1 City Miami Shores Village FOLIO / PARCEL # Is Building Historically Designated YES NO X Contra tor's dress !U ' `''o - 1� C r Submittal Fee $ County Miami -Dade Contractor's Company Name Liko� —+ �.�.11�' °'� CienW � Permit Fee $ Permit No. WS 0T 191, Master Permit No. PC) (r) 3313( Phone # 3W -a14-99.194- 4 Zip Training/Education Fee $ Radon $ DPBR $ SaittV di APR 13 2009 B Y: Flood Zone or x: (if applicable) Phone # this Permit $ ❑Addition ['Alteration ❑New • V\t W3• E -mail ne# { ' /C9-1 16cKQ 53)(0 Certificate of Competency No. Square / Linear Footage Of Work: ❑ Repair/Replace State r 1 Zip Phone # ' 96 ° 14 ❑ Demolition ******:** *: * * ** * * * * * * * * * * *: * * * * * * *** * * *F ************* *11* * * * * * * * * * * * * * * * * * * * * * * * * * * ** CCF $ CO /CC Technology Fee �$ ZoOng $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ S Reverse side -÷ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a cert ified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence o such posted notice, the inspection will not be approved .: reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me thisn 1 day of ‘6 ,260 by C I Gt c)d' o R ociy uez , who is pars known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expire APPLICATION APPROVED BY: (Revised 02/08/06) k Signature 1 Contractor The foregoing instrument was acknowledged before me this AP I-11 day of ! , 20 Q Eby at 'l0 Rc v 1•1 v ,.Z who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: MARIA N1 Pu ; �pavp 9 M/ \ RIA MAGALDI blic, State of Florida ' _ " Notary Public, State of Florida Commission #DD762313 es: My Commission Ey�ires f a Commission #DD762313 �:r,,�,� *x,�x,r +,r,�,��r,�,�xt� �r *�r,��. * *,x, ,, ��x,r,��r�r,r **,�,��r,r*�r�r,�* t,��r,��r,�xx* *'' . 44iI; GWRS3issimaESpkde#Smlp,***** My Commission Plans Examiner Engineer Zoning BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Roofing Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 79.2204 Fax: (305) 756.8972 �t (luct 5777771 La L CEP 1 9 p ail BY: Permit.No.(IU3O7 t en2 . Master Permit No. � f � o � Owner's Name h� L ' (Fee Simple Titleholder) C � � c� ®� i � �, � t one # ;.--Q 5 .- 2. 2.17 Owner's Address ' 1 2 5 (E 4 18 5 � �-� f City M,. s e. S State ( Zip a 1 3 7 Tenant/Lessee Name Phone # Job Address (where the work is being done) I ® tl ® M '`n 1 2 a. u.. City Miami Shores Village County • Miami -Dade Zip 5 1 FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name Cn . fir � . o 4., C� Phone # Contractor's Address 40 S A. E. 5 Cit to N b.-4.-.....: State l Zip . ( ' Qualifier Name C ( 4 : o .:2_,:=/.g- 4 sc..... 2._ Phone # - 3' 5 e 11 ,- , 6 R k. . State Certificate or Registration No. C. C. ® 5 c> )-S Certificate of Competency No. Architect/Engineer's Name (if applicable) N-._, c t_ t 1 e,11 Phone # 5 •- 7 5 4 - 2 / F . Value of Work For this Permit $ 5, 154---c:' ' Square / Linear Footage Of Work: 3 ®sg��_ /C , Type of Work: ddition // Alteration ❑New [JI] ❑ Demolition ` Describe Work: /.4.7 S **********************************************Fees******************************************** Submittal Fee $ Permit Fee $ 36-7) Q q . CCF $ c�' (C CO /CC Notary $ '5 CV pb/g Training/Education Fee $ I 1. Technology Fee $ � - Is Scanning $ q C(.) Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be appr and a reinspection fee will be charged Signature (Revised 07/10/07) Contractor The foregoing instrument was acknowledged before me hi s The foregoing instrument was acknowledged before me this day of , 20 by CICIJd f C ' `� I�f q ( cueeda of who is personally known to me or who has produced — r0 As identification and who did take an oath. Owner or Agent NOTARY ' LIC: NOTARY PUBLIC-STATE OF FLORIDA ... ...'- Mabel Vargas Commission #DD679170 ,° ,lxpir. �. JULY 13 2011 , Sign: Print: My Co ssion Expires: APPLICATION APPROVED BY: G CO., 1;:C. Signature , 20 — , by who is personally known to me or who has produced entification and who did take an oath. NOTARY ' UB ! IC: Sign: _ Print: 'W My Co ssion Expires: ************************************** * * * * * * * * * * * ** * * * * * * * * ********* * * *** ** * *** * * **** ** * * ** ****** ** * ******* Vtr Plans Examiner Engineer Zoning The fol[owing pages were originally attached to plans with thai followin permit TRUSS COMPANY, INC. Trusses & Building Materials 13980 SV'V 252 Street, Princeton, Florida 33032 Telephone: (305) 257-1910 Fax: (305) 257 -1911 vww decotruss.com WARNING: Extreme Care is requir+d in Handling, Erecting and Bracing Trusses. Refer to TPI's "HIB -91 Summary, Sheet", which is attached, to the engineering package. BUILDING DESIGNER (ARCHITECT or ENGINEER of Recorded) It is your responsibility to detenhine that the dimensions conform to the architectural plans and all loads utilized herein meet or exceed the actual Dead Loads Specified and /or imposed on your structure, and Live Loads imposed by The Btuilding Code. PERMANENT BRACING shall be designed and specified by the building designer for the structural safety of the building. It shall be the responsibility of the building designer to indicate sze location and attachments for all permanent bracing as required, by design analysis. The design and location of all bracing shall be such that they work together with other structural parts of the building (such as shear walls, portal frames, bearing walls, columns, beams etc.) to achieve total structural integrity Permanent Bracing includes and is not limited to The Top Chord Plane, The Bottom Chord Plane and The Web Member Planes. The Anchoring / Strapping of trusses to walls, beams, ledgers etc., shall be the responsibility of The Building Designer. Truss to Truss Connections shall be The Responsibility of The Truss Manufacture. (Refer to Documents ANSI/TPI -95 & WTCA 95 for further information) TRUSS ERECTOR / INSTALLER (Builder) The proper and safe erection all the trusses is exclusively your responsibility. You are cautioned to seek professional advice rega ing the Erection / Installation and Bracing, which is ALWAYS required to prevent toppling and domin ing. '(op Chord, Bottom Chord and Webs shall be adequately braced, as per the attached HIB -91 S maryr Sheet. You are also responsible to refer to the Truss Placement Plan and The Engineering when erecting Trusses, to insure proper placement. Not all trusses are symmetrical in loading and/or design, Proper Placement and/or direction are always required. eta. all Flat Truss to insure they are not installed UPSIDE DOWN. Never cut or alter %r in anyway, Never concentrate Building Materials; such as Plywood or Blocks on installed Trusseh, • • • • • Alterations to Trusses: • • • • •• • • • • "The act of cutting or attach any item that the truss was not originally desi for" • • • • • Trusses cannot be altered fro ri the attached engineering designs, with out proper tg igning try a Florida Registered Engineer. We highly recommend to our customers to use our engineer, however our knowledge there is no ;ode that states you must use the engineer, whd'S Itdd the tuts engineering and layout. How firer, it is of the utmost importance that, any Florida RRgistered Engtittt. who takes the task of designing repairs to trusses, should be extremely knowled§eabl'e, not ortl r in structural designs but also have experience designing trusses. Should any alteratioriebe bade to ou'r• design or manufactured item, the engineer, contractor and homeowner waive all warranties ann Debilities by Deco Truss Company, Inc., its officers and engineer. All future, questions regarding said structure and warranties will be held by the persons whom redesigned said trusses and altered them. ALWAYS REF R TO THE ATTACHED HIB -91 Summary Sheet • • • • • • • • • • • • • i 'o T rt.Li: tit ; . fv1 am Snores Village APPROVED BY DAIS ONING DEPT BI_DC3 DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL AT E AND COUNTY RULES AND REGULATIONS DECO TRUSS COMPANY, INC. 13980 SW 252 STREET PRINCETON FL 33032 Project: ED A. LANDERS, P.E. Model: P.E. #038398, PH:(305) 823 -3938 Block No: Lot No: Contact Site Name: Phone: Fax: General Truss Engineering Criteria & Design Loads (Individual Truss Desi n Drawings Show Special Loading Condjtions): Building Code: Florida Building Code, Chapter 23. Computer Program Used: MiTek 20/20. Gravity: 5 psf Roof Total Load Gravity: tyA psf Floor Total Load. Wind: 14( mph from ASCE 7 -02 code. Pages or sheets covered by this seal: 0001 thru 0045 Total: 45 drawings. With my seal affixed to this sheet, 1 hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003 of the Florida Board of Professional Engineers. The seal on this index sheet indicates acceptance of professional engineering responsibility solely for the Truss Design Drawings listed below and attached. The suitability and use of each component for any particular building is the responsibility of the Building Designer, per ANSI/TPI 1 -1995 Section 2. Truss Design Engineer's Name: Mahmoud Zolfaghari, P.E. License #: 36921, Address: 13901 S.W. 108 Ave, Miami, FL., 33176. Date Truss Date Truss 0001 09-04 -2008 Al 0005 09-04 -2008 A5 0009 09-04 -2008 CJ10 0013 09-04 -2008 CJ7A 0017 09-04 -2008 J6A 0021 09-04 -2008 J5B 0025 09-04 -2008 J3 0029 09-04 -2008 J2 0033 09- 042008 J1C 0037 09-04 -2008 V14 0041 09-04 -2008 V7 0045 09-04 -2008 MV2 Office Material Summary Includes the following 0002 09-04 -2008 A2 0006 09-04-2008 A6 0010 09- 042008 CJ9 0014 00 04 2008 CJ4 0018 09 04 2008 J6B 0022 09- 04-2008 J5C 0026 09-04 -2008 J3A 0030 09-04 -2008 J1 0034 09-04 -2008 V22 0038 09-04 -2008 V14A 0042 09-04 -2008 V4 To: Truss List ADDITION: RODRIGUEZ (MIAMI SKYLINE CONST. Job Page: 1 of 1 Date: 9/4/2008 Project 6425 Deliver To: Account No: 10090 N.E. 12 ST. Designer: mtm MIAMI SHORES, FL. Salesperson Deliver To Address3 Quote Tentative Delivery Date: Date Truss Date Truss 0003 09-04 -2008 A3 0004 09-04 -2008 A4 0007 09-04 -2008 A7 0008 09-04 -2008 BG1 0011 09-04 -2008 CJ8 0012 09-04 -2008 CJ7 0015 09 04 2008 J7 0016 09-04-2008 J6 0019 09-04 -2008 J5 0020 00 04 2008 J5A 0023 09-04 -2008 J5D 0024 00 042008 J4 0027 09 042008 J3B 0028 09-04 -2008 J3C 0031 09-04 -2008 J1A 0032 00 01 2008 JIB 0035 09-04 -2008 V18 0036 09-04 -2008 V16 0039 09-04 -2008 V14B 0040 09-04 -2008 V10 0043 09-04 -2008 MV4 0044 09-04 -2008 MV3 ••• • • • • • •••• • • • • • •• • • • • • • • • •••• •• • • • • • • • •••• • •• •••• • •• •• • • • • • • • • • • •••• • • • • •••• • • • • • •• • • •• • • • • • Mahmound Zolfaghari, P.E. Consulting Engineers 13901 S.W. 108 A-v.. Miami, Florida 33176 Phone 305.253 -242g Fax 3O5- 23—r248 Florida Prrfevilongj Etigincering License No. 36921 Special Inspector License No 636 • • Job 6425 . Truss Al Truss Type ROOF TRUSS 6- PIy 1 RODRIGUEZ (R.C.) 0001 Job Reference (optional) DECO TRUSS COMPANY INC., Princeton, FL 33032 6.500 s Jan 15 2007 MiTek Industries, Inc. Thu Sep 0413:48:47 2008 Page 1 -2 -3-0 2-0-0 6-8-8 1 11 -7 -0 I 16 -5 -8 1 21 -2 -0 1 23-2 -0 I 25 -5-0 u 1 I I 2 -3-0 2 -0-0 4-8-8 4-10 -8 4-10 -8 4-8 -8 2-0-0 2-3-0 Scale: 1/4".1' 6x12 MT2OH= 3.50 12 3x4 = 6x12 MT2OH= 4 19 5 20 6 N N MI, 17 318 A*� 1 7 1 2 2x4 = � 2x4 = 2 .�� 11.1 . sir ..- � = O N O � ii fi 9 14 1 ,� zN .. o o 4x6 = 14 13 12 11 10 4x6 6x10 = 4 = 5x6 WB= 4x8 = 6x10 = 1.75 rti 2 -0-0 6-8-8 16-5 -8 1 21 -2 -0 I 23-2-0 I 1 I 2-0-0 4-8-8 9-9 -0 4-8-8 2 -0-0 Plate Offsets (X,Y): [4:0- 6- 0,0- 1 -12], [6:0- 6 -0,0- 1 -12], [10:0- 5- 8,0 -3-0], [14:0- 5- 8,0 -3-0] LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0.90 BC 0.96 WB 0.33 (Matra) DEFL in (lac) I/defl Ud Vert(LL) 0.44 11 -13 >618 360 Vert(TL) -0.79 11 -13 >341 240 Horz(TL) 024 8 n/a n/a PLATES GRIP MT20 244/190 MT2OH 187/143 Weight: 115 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Structural wood sheathing directly applied or 2 -2 -0 oc puffins. T2 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 2 -2 -0 oc bracing, Except: BOT CHORD 2 X 4 SYP No.2ND 3-3-7 oc bracing: 11 -13. WEBS 2 X 4 SYP No2ND OTHERS 2 X 4 SYP No2ND REACTIONS (Ib /size) 2= 1456/0 -8-0, 8= 1456/0 -8-0 Max Uplift2=- 1568(LC 2), 8=1568(LC 2) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =46, 2- 17=- 3499, 3-17=-3445, 3-18 =- 3336, 4-18 =- 3332, 4-19=-3208, 5- 19=- 3207, 5-20=-3207, 6-20= -3208, 6- 21= -3332, 7- 21= -3336, i-i2 =- 3445, 8-22= -3499, 8-9=46 • • • •••• • BOT CHORD 2- 14= 3190,13 -14= 3113,12 -13= 3716,11 -12 =3716, 10 -11= 3113, 8-10 =3190 • • • • WEBS 3-14= 246, 3- 13=63, 4-13= 401, 5-13 =- 544, 5-11= -544, 6 -11 =401, 7- 11 =63, 7- 10=246 • • • • • • • • NOTES • • • • 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; Kd 1.00; enclosed; C-C Exterjpf(2)• • • • •. •. • • -2 -1 -1 to 0- 10-15, Interior(1) 0 -10 -15 to 2 -5-9, Exterior(2) 2 -5-9 to 6-8-8, Interior(1) 10 -11 -7 to 12 -2 -9, Exterior(2) 16-5 -8 to 25 -3-1; • • • • • • • Lumber DOL =1.33 plate grip DOL =1.33. •••• • • * • • • • 3) Provide adequate drainage to prevent water ponding. • • • • 4) All plates are MT20 plates unless otherwise indicated. • • • • 5) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify • • capacity of bearing surface. • • • • • • • • 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1568 Ib uplift at joint 2 and 1568 Ib upl gat • • • • • • • • • joint 8. • • • •• • • •• • • LOAD CASE(S) Standard • • • Mahmound Zolfaghan, P.E. Consulting Engineers 13901 S.W. 108 :-s ,,. Miami, Florida 33176 Phone 305- 253 -2428 Fax 305- 23o -92' Florida Professional Engineering License No. .369 Special Inspector License No 636 Job 6425 • Truss A2 Truss Type ROOF TRUSS - PIY 1 RODRIGUEZ (R.C.) Job Reference (optional) 0002 DECO TRUSS COMPANY INC., Princeton, FL 33032 6.500 s Jan 15 2007 MiTek Industries, Inc. Thu Sep 04 13:48:48 2008 Page 1 -2 -3-0 I 4-0-0 8-8-8 14-5 -8 19 -2-0 I 23 -2-0 25 -5-0 I go I I 2 -3-0 4-0-0 4-8-8 5-9 -0 4-8-8 4-0 -0 2 -3-0 Scale: 1/4"=1 6x12 MT2OH= 7x10 MT18H= 3.50 12 4 5 v 3x4 ww 316 3x4 617 _ o mil III 2x4 = 2 15 .. ale , 18 7 2x4 = w -Ma _ = 7x8 MT2OH= 4x6 = 4x8 = 7x8 MT2OH= 3x10 3x10 = 1.75 FIT • 4-0-0 8-8-8 14-5 -8 19-2 -0 23-2 -0 4-0-0 4-8-8 5 -9 -0 4-8-8 4-0 -0 Plate Offsets (X,Y): [2:0- 6- 0,Edge], 14:0- 7 -0,0 -2 -01, [5:0- 5- 0,0 -2 -1], [7:0- 6- 0,Edge] LOADING (psf) SPACING 2 -0-0 CSI DEFL in (lox) Vdefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.90 Vert(TL) 0.58 9 -10 >469 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.58 Vert(TL) -0.76 9-10 >355 240 MT2OH 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(TL) 0.33 7 n/a n/a MT18H 244/190 BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight: 111 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Structural wood sheathing directly applied or 2 -2 -0 oc purlins. T2 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 3-6 -7 oc bracing. BOT CHORD 2 X 4 SYP SS WEBS 2 X 4 SYP No.2ND OTHERS 2 X 4 SYP No.2ND REACTIONS (Ib /size) 2= 1456/0 -8-0, 7= 1456/0 -8-0 Max Upliifl2 =- 1524(LC 2), 7=- 1524(LC 2) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =46, 2- 15=- 4826, 3-15 =- 4748, 3-16 =- 3272, 4-16 =- 3269, 4-5= -3135, 5- 17=- 3264, 6-17 =- 3267, 6-18= -4752, 7 -18= -4829, 7-8=46 • • • • BOT CHORD 2-12=4537, 11-12=4384, 10-11 =3140, 9-10 =4387, 7- 9=4540 • • • •••• WEBS 3-12= 599, 3-11 =- 1286, 4-11= 371, 4- 10= -6, 5-1(= 370, 6-10 =- 1294, 6 -9=602 . • • •• • • • • • NOTES • • 1) Unbalanced roof live loads have been considered for this design. • • • • 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL =5.0psf; BCDL =5.0psf; Category II; Exp C; Kd 1.00; enclosed; C-C Exterior(2) -2 -1 -1 to 0- 10-15, Interior(1) 0 -10-15 to 4-5-9, Exterior(2) 4-5-9 to 18 -8-7, Interior(1) 18-8-7 to 22 -3-1; Lumber DOL =1.33 plate gag' 6 ' • • • • • • • • • • DOL =1.33. •••• • •• 3) Provide adequate drainage to prevent water ponding. • • • • • • 4) All plates are MT20 plates unless otherwise indicated. • • • • 5) Bearing at joint(s) 2, 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify • • • • •••• • capacity of bearing surface. • • 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1524 Ib uplift at joint 2 and 1524 Ib uplie at ' : •••• ' joint 7. • • • • •••• • • LOAD CASE(S) Standard • • • . • • • •••• Mahrnound Zola x , P.E. Consulting Engineers 13901 S.W. 108 i . Miami, Florida 33176 Phone 305- 253 -2425 Fax 305-23- Florida Florida Professional Engineering License No. 36921 Special Inspector Licerise No 636 Job 6425 ,.. Truss A3 Truss Type ROOF TRUSS 6- PIy 1 RODRIGUEZ (R.C.) Job Reference (optional) 0003 DECO TRUSS COMPANY INC., Princeton, FL 33032 6.500 s Jan 15 2007 MITeI< Industries, Inc. Thu Sep 04 13:48:48 2008 Page 1 -2 -3-0 6-0-0 10-8 -8 12 -5-8 17 -2 -0 23-2 -0 I 25 -5 -0 I I I I 2 -3-0 6 -0-0 4-8-8 1 -9 -0 4-8-8 6-0 -0 2-3-0 Scale: 1/4"=1' 6x6 = 6x12 MT2OH= 3.50 Ili 4 5 3� 3x4 3x 6` 17 N 2x4 = 2 15 : _ 718 2x4 = N 12 11 10 9 0 8 I� o `lj 1 0 �.•__ 2 i ` 4x10 • 7x8 MT2OH= 4x6 = 4x8 = 7x8 MT2OH= 4x10 • 1.75 12 6-0 -0 10-8 -8 -5-8 17 -2-0 23-2-0 I I 1 12 6-0 -0 4-8-8 1 -9 -0 4-8-8 6 -0-0 Plate Offsets (X,Y): [2:0- 2- 8,Edge],[4:0 -6- 0,0-1- 121,[5:0 -3- 0,0-2- 10],17:0- 2- 8,Edge] LOADING SPACING 2 -0-0 CSI DEFL in (lac) Vdefl lid PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.75 Vert(LL) 0.71 11 -12 >382 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.98 Vert(TL) -0.97 11 -12 >278 240 MT2OH 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(TL) 0.44 7 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matra) Weight: 108 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP SS *Except* TOP CHORD Structural wood sheathing directly applied or 2 -7-4 oc purlins. T2 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 2 -2-0 oc bracing, Except: BOT CHORD 2 X 4 SYP No.2D 4 -6-12 oc bracing: 10 -11. WEBS 2 X 4 SYP No.2ND OTHERS 2 X 4 SYP No.2ND REACTIONS (Ib /size) 2= 1456/0 -8-0, 7 =1456/0 -8-0 Max Upl'd12=- 1463(LC 2), 7=- 1463(LC 2) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =46, 2 -15=- 5170, 3-15=-5158, 3-16=- 3016, 4-16=- 3004, 4-5=- 2882, 5-17=-3009, 6- 17=- 3021, 6-18= -5156, 7 -18= -5167, 7-8=46 • • • • BOT CHORD 2 -12= 4887,11 -12= 4732,10 -11= 2877, 9- 10=4730, 7 -9 =4885 • • • • • • • WEBS 3-12= 742, 3-11=-1933, 4-11= 524, 4 -10=9, 5-10= 526, 6-10 =- 1926, 6-9 =740 • • • • •• • • • • NOTES • • 1) Unbalanced roof five loads have been considered for this design. • 2) Wind: ASCE 7-02; 146mph (3- second gust); h =15ft; TCDL =5.0psf; BCDL= 5.0psf; Category II; Exp C; Kd 1.00; enclosed; C-C Exte Ior(z) • • • • • -2 -1 -1 to 0- 10-15, Interior(1) 0 -10 -15 to 6-5-9, Exterior(2) 6 -5-9 to 16 -8-7, Interior(1) 16-8 -7 to 22 -3-1; Lumber DOL =1.33 plate grig • • • • • • • • • • • • DOL =1.33. •••• • • • • 3) Provide adequate drainage to prevent water ponding. •••• • 4) All plates are MT20 plates unless otherwise indicated. • • • • 5) Bearing at joint(s) 2, 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify • • • • •••• • capacity of bearing surface. • • 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1463 Ib uplift at joint 2 and 1463 Ib upltl at • : •••• • joint 7. • • • • •••• • • LOAD CASE(S) Standard • • • • • • •••• Mahound Zolfaghari, P.E. Consulting Engineers 13901 S.W. 108 ii. , v,.,, Mianii Florida 33176 Phone 305 - 253 -2428 Fax 3O5 -23 -. 248 Florida Professional Engineering License No. 36921 Special Inspector License No 636 Job 6425 i Truss A4 Truss Type ROOF TRUSS 6- Ply 1 RODRIGUEZ (R.C.) Job Reference (optional) 0004 DECO TRUSS COMPANY INC., Princeton, FL 33032 6.500 s Jan 15 2007 MiTek Industries, Inc. Thu Sep 04 13:48:49 2008 -2 -3-0 4-0-0 8-0-0 11 -7 -0 15 -2 -0 19 -2 -0 1 23-2 -0 25 -5-0 Page 1 1:47.4 1 2 -3-0 4-0 -0 4-0-0 3-7 -0 3-7 -0 4-0 -0 4-0-0 2 -3-0 Scale = 4x6 = 3.50 rff 5 3x4 3x4 4 16 176 3x4 _' � .11-10111131h..- 3xq = = 1 5 2 ir— "' moo 18 8 2x4 = r) $I 1 12 11 10 6x10 = 3x8 = 6x10 = 9 I; ° ,- ° 4x8 4x8 = - 1.75 FIY 8-0-0 15-2-0 23-2 -0 1 I 8-0 -0 7 -2 -0 8-0 -0 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (lox) Udefl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.62 Vert(LL) 0.64 10-11 >422 360 MT20 2441190 TCDL 15.0 Lumber Increase 1.33 BC 0.90 Vert(TL) -0.95 10-11 >286 240 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(TL) 0.45 8 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight: 113 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP SS TOP CHORD Structural wood sheathing directly applied or 2-8-8 oc purlins. BOT CHORD 2 X 4 SYP No.2D *Except* BOT CHORD Rigid ceiling directly applied or 3-2-4 oc bracing. B2 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.2ND OTHERS 2 X 4 SYP No.2ND REACTIONS (Ib /size) 2= 1456/0 -8-0, 8= 1456/0 -8-0 Max Upliif2= 1399(LC 2), 8=-1399(LC 2) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =46, 2 -15 =- 4796, 3-15 =- 4718, 3- 4=4858, 4-16=-3078, 5- 16=- 3067, 5-17 =- 3067, 6-17 = - 3078, 6-7= 4858, 7 -18=- 4718, 8-18 =- 4796, 8 -9=46 BOT CHORD 2 -12= 4506, 11 -12= 4551,10 -11= 4551, 8- 10=4506 • • WEBS 3-12=177, 4-12=726, 4-11 = - 1760, 6-11=-1760, 6-10=726, 7 -10 =177, 5 -11 =1404 ••• • • • •••• • • • • NOTES •• • • • • 1) Unbalanced roof live loads have been considered for this design. • 2) Wind: ASCE 7-02; 146mph (3- second gust); h =15ft; TCDL= 5.Opsf; BCDL= 5.0psf; Category II; Exp C; Kd 1.00; enclosed; C-C Exteitolta: • • • -2 -1 -1 to 0- 10-15, Interior(1) 0 -10-15 to 8-7 -0, Exterior(2) 8-7 -0 to 11 -7 -0, Interior(1) 14-7 -0 to 22 -3-1; Lumber DOL =1.33 plate grip" • • • DOL =1.33. •••• •• • • • 3) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify • • • • • • • • • • •• ° capacity of bearing surface. • • 4 ) Provide mechanical connection ( b y others) o f truss to bearing plate capable of withstanding 1399 Ib upllt a t joint 2 and 1399 Ib uplifttt: • •: • • • • • • joint8. •• •• •••• • • • LOAD CASE(S) Standard • • • • • • • • •••• • • • • - •• • • •• • • • • • •••• Mahn Zolf'aghan P. E. Consulting Engineers 13901 S.W. 108 poi— Miami, Florida Phone 305- 253 - ax 3O5- 23- -1-245.t4, Florida Professional Engineering License No. 36O2' Special Inspector License No 636 Job 6425 . Truss A5 Truss Type ROOF TRUSS 6- Ply 1 RODRIGUEZ (R.C.) 0005 Job Reference (optional) LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TP12002 CSI TC 0.99 BC 0.65 WB 0.46 (Matron) DEFL in (loc) Udefl Ud Vert(LL) 0.69 8-9 >393 360 Vert(TL) - 1.03 8-9 >261 240 Horz(TL) 0.47 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 107 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD BOT CHORD 2 X 4 SYP SS *Except* BOT CHORD B2 2 X 4 SYP No2ND WEBS 2 X 4 SYP No.2ND OTHERS 2 X 4 SYP No.2ND Structural wood sheathing directly applied. Rigid ceiling directly applied or 3-8-5 oc bracing. REACTIONS (Ib /s¢e) 2= 1456/0 -8-0, 6= 1456/0 -8-0 Max Uplift2=- 1393(LC 2), 6 - 1393(LC 2) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =46, 2 -14=- 5206, 3-14 =- 5195, 3-15 =- 4352, 4-15=- 4279, 4-16= -4279, 5 -16=- 4352, 5-17= -5195, 6-17=-5206, 6-7 =46 BOT CHORD 2 -11= 4924,10 -11 =4940, 9 -10= 3469, 8-9= 4940, 6- 8=4924 WEBS 3- 11 = -7, 3-10=- 746, 4- 10=1080, 4-9= 1080, 5- -746, 5 -8= -7 •••• • • • • •••• NOTES •••• • • • •• 1) Unbalanced roof live loads have been considered for this design. • 2) Wind: ASCE 7-02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; Kd 1.00; enclosed; C-C Exte}ier2 •' • -2 -1 -1 to 0- 10 -15, Interior(1) 0 -10-15 to 8-7 -0, Exterior(2) 8-7 -0 to 11 -7 -0, Interior(1) 14-7 -0 to 22 -3-1; Lumber DOL =1.33 plate grip • • • DOL =1.33. •••• • • • • • 3) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify • • • • • capacity of bearing surface. •••• • • • Provide mechanical connection others) of truss to bearing plate capable of withstanding 1393 lb uplift at joint 2 and 1393 lb uplift •rim • • • •••• • • 4 } (by ) 9 P P 9 P joint P • • • • joint 6. •• .•• •••• • LOAD CASE(S) Standard • • • • • • • • •••• • • •••• • • • • • • • •• • • •• • .• • • • • ••• Mahmound Zolfaghari, P.E. Consulting Engineers 13901 S.W. 108 AIR., Miami, Florida 33176 Phone 305 -253 -2428 Fax 305-23-9-248 Florida Professional Engineering License No. 36921 Special Inspectar License No 636 DECO TRUSS COMPANY INC., Princeton, FL 33032 1 2-3 -0 2x4 = 2 14 3x10 5 -0 -0 5 -0-0 5-0-0 5-0-0 3.501 3 3x4 11 2x4 I I 1.75 12 11 -7 -0 6-7 -0 15 10 9 7x10 4x12 = 4 18 -2 -0 6 -7 -0 16 .500 s an 15 2007 MiT I ndustries, Inc. Thu Sep 04 13:48:50 2008 P age 3x4 5 23-2 -0 5 -0 -0 7x10 = 8 2x4 11 3x10 10 -0 -0 13-2 -0 18-2 -0 23-2 -0 5-0-0 3 -2 -0 5-0-0 5-0-0 25-5 -0 1 2 -3-0 Scale = 1:47.4 617 2x4 = 7 I Job 6425 Truss A6 Truss Type ROOF TRUSS Qty 5 PIy 1 RODRIGUEZ (R.C.) 0006 Job Reference (optional) DECO TRUSS COMPANY INC., Princeton, FL 33032 6.500 s Jan 15 2007 MiTek Industries, Inc. Thu Sep 04 13:48:50 2008 Page 1 -2 -3 -0 5-9-8 11 -7 -0 17-4 -8 23-2 -0 25 -5 -0 I 2 -3-0 5-9-8 5 -9-8 5-9-8 5 -9 -8 2 -3-0 Scale =1:47.4 4x10 = 3.50 RT 4 3x4 % 14 ' �� 3 15 11 3x4 5 2 x4 = 2 13 i %f� ■ I 1 ;11...„,,'' � o ,ice �_� 3x8 11 10 "11111111111.11144% ' 16 6 2x4 = n o 7x12 = s L 7 ■ i - 8 3x8 II 4x10 = 2x4 I I 2x4 I I 4x10 = 3x8 11 3x8 II 1.75 RI * 5-9-8 11 -7-0 17-4 -8 I 23-2 -0 I -I 5-9-8 5-9-8 5-9-8 5-9-8 Plate Offsets (X,Y): [2:0- 4- 10,Edge], [2:0- 1- 8,Edge], [2:0-0- 12,2 - 8-121, [6:0-4-10,Edqe], [6:0- 1- 8,Edge], [6:0- 0-12,2 -8-13] LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress !nor YES Code FBC2004/TPI2002 CSI TC 0.92 BC 0.97 WB 0.70 (Matrbc) DEFL in (loc) Vdefl Ud Vert(LL) 0.74 8-9 >366 360 Vert(TL) -1.11 8 -9 >243 240 Horz(TL) 0.50 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 110 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Structural wood sheathing directly applied or 2 -2 -0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 2 -2-0 oc bracing. WEBS 2 X 4 SYP No.2ND OTHERS 2 X 4 SYP No.2ND WEDGE Left: 2 X 4 SYP No.2ND, Right: 2 X 4 SYP No.2ND REACTIONS piste) 2= 1456/0 -8-0, 6=1456/0 -8-0 Max UpIift2= 1399(LC 2), 6= 1399(LC 2) .FORCES (lb) - First Load Case Only • • • • TOP CHORD 1 -2=46, 2 -13= 5210, 3-13 =- 5125, 3-14=- 4126, 4-14=- 4070, 4-15= -4070, 5 -15= -4126, 5 -16 =- 5125, 6-16=- 5210, 6-7 =46 • • • •••• • BOT CHORD 2 -10= 4927, 9-10= 4940, 8-9 =4941, 6- 8=4927 • • • • WEBS 3- 10=32, 3-9= 957, 4-9 =1669, 5-9=- 957, 5 -8=32 • • • • • • • • NOTES • 1) Unbalanced roof live loads have been considered for this design. • • • 2) Wind: ASCE 7-02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL =5.0psf; Category II; Exp C; Kd 1.00; enclosed; C-C ExtegclIt(4• • • • • • • • • • • -2 -1 -1 to 0- 10-15, Interior(1) 0 -10 -15 to 8-7 -0, Exterior(2) 8-7 -0 to 11 -7 -0, Interior(1) 14-7-0 to 22 -3-1; Lumber DOL =1.33 plate grip • • • • • • • DOL =1.33. • • 3) Bearing at joint (s) 2, 6 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify 9 j () P 9 9 9 9 9 9 rift • • • capacity of bearing surface. • • • • •••• •t 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1399 Ib uplift at joint 2 and 1399 Ib uplia • • • • • • • joint 6. • • • •••• • • • • LOAD CASE(S) Standard • • • • • •••• • • •• • • •• • • • • - ••• • Mahinound Zolfag. L, P. ? . Consulting Engineers 13901 S.W. 108 pev.... Miami, Florida 33176 Phone 305- 253 -2428 Fax 3O5- 233 -t2q Florida Professional Engineering License No. 3692i Special Inspector License No 636 Job 6425 .. Truss A7 Truss Type ROOF TRUSS 6- Ply 1 RODRIGUEZ (R.C.) 0007 Job Reference (optional) DECO TRUSS COMPANY INC., Princeton, FL 33032 6.500 s Jan 15 2007 MiTek Industries, Inc. Thu Sep 04 13:48:51 2008 Page 1 -1 -3-0 5-9-8 11 -7-0 17-4-8 1 23 -2 -0 1 245 -0 1 1 1 1 -3-0 5 -9-8 5-9-8 5-9-8 5 -9-8 1 -3-0 Scale = 1:46.4 6x12 MT2OH= 3.50 12 5 3x4 16 iPE� 17 3x4 4 W2 6 AO 15 % 2 3x4 .� � ■ 11 •L 1 11 18 N 8 3x4 9 1 7x12 = I9 Il ° d ra 7x12 i i =� d 7x12= 12 10 =i 3x4 - 3x12 % 2x4 11 2x4 11 3x12 3x4 = 1.75 'I 5-9-8 11 -7 -0 17-4 -8 1 23-2 -0 1 1 1 1 5 -9-8 5-9 -8 5-9-8 5 -9-8 Plate Offsets (X,Y): [2:0- 6- 10,Edge), [2:1- 7 -0,0 -1-8), [8:0- 6- 10,Edge], [8 :1- 7- 0,0 -1-8) LOADING(psf) SPACING 2-0-0 CSI • DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.94 Vert(LL) 0.74 10-11 >366 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.55 Vert(TL) - 1.01 10-11 >268 240 MT2OH 187/143 BCLL 0.0 Rep Stress !nor YES WB 0.68 Horz(TL) 0.56 14 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight: 106 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 TOP CHORD Structural wood sheathing directly applied or 2 -2 -0 oc purlins. BOT CHORD 2 X 4 SYP SS BOT CHORD Rigid ceiling directly applied or 3-4-14 oc bracing • • • • WEBS 2X4 SYP No.2ND • • •••• OTHERS 2 X 4 SYP No.2ND • • • a • SLIDER Left 2 X 4 SYP No.2ND 2 -5-11, Right 2 X 4 SYP No.2ND 2 -5-11 • • • • • • ••••Il REACTIONS (Ib /size) 2= 1384/0 -8- 0,13= -0/0 -1-8, 14= 0/0 -1-8, 8= 1384/0 -8-0 • • • Max Uplift2= 1150(LC 2), 8=-1150(LC 2) •••1111 • Max Grav2= 1384(LC 1), 8= 1384(LC 1) • •••• • • • • • • •••• • •• ••••c • FORCES (Ib) - First Load Case Only •••• •••• ' TOP CHORD 1 -2 =26, 8-18=-5243, 2 5243, 3-15 =- 5214, 3-4= 4-16=- 4226, 5-16 =- 4170, 5-17 =- 4170, 6-17 =- 4226, 6-7= -5129, 7 -18= -5214, • • • • • • • • •••• • • • • ∎ -15=- -5129, 8 - BOT CHORD 2-12=4976, 11-12=4990, 10-11=4991, 8-1 =4976 • • WEBS 4-12 =19, 4-11= -904, 5 -11= 1681, 6-11 = - 904, 6-10 =19,1- 13=0, 9 -14=0 • • • • • •••• •••• •••• • • • NOTES • 1) Unbalanced roof five loads •• for this design. • • • • • • • • • • have been considered 2) Wind: ASCE 7-02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; Kd 1.00; enclosed; C-C Exterior(2) • • • • -1 -3-8 to 1 -8-8, Interior(1) 1-8-8 to 8-7 -0, Exterior(2) 8-7 -0 to 11 -7 -0, Interior(1) 14-7-0 to 21 -5-8; Lumber DOL =1.33 plate grip DOL =1.33. 3) All plates are MT20 plates unless otherwise indicated. 4) Bearing at joint(s) 2,13,14, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 13, 14. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1150 Ib uplift at joint 2 and 1150 Ib uplift at joint 8. LOAD CASE(S) Standard Mahmound Zoiraghai, RE, . Consulting Engineers 13901 S.W. 108 v, : °':::. Miami, Florida 33176 Phone 303.2N3-2428 Pftx P}O5- 23a -1-24S Florida Pf ion i itdirio0l i9 Lic c No. 369' 1 Special ingpector Lieense No 636 Job T Truss T Truss Type g g Ply R RODRIGUEZ (R.C.) DECO TRUSS COMPANY INC., Princeton, FL 33032 6.500 s Jan 15 2007 MiTek Industries, Inc. Thu Sep 0413:48:51 2008 Page 1 -1 -6-8 1 3-0-0 1 5-4-0 I I 8 m JV1 m T1 T T1 5 N 1 ■1' 6 rr 1 I 6 N. 4 = 0 0 1 3 Plate Offsets (X,Y): [2:0-1-12,0-1-8], [5:0-1-12,0-1-8] LOADING(psf) S SPACING 2-0-0 C CSI D DEFL in (loc) I/defl Ud P PLATES GRIP LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 4 -10-2 oc purllns. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD 4-9-0 oc bracing: 2 -5 •••• WEBS 2 X 4 SYP No.2ND • • • • •••• ••••• • • • 1 REACTIONS (lb/size) 2= 705/0 -3-8, 5=705/0 -3-8 • • • • • • • Max Upii t2 =- 985(LC 2), 5=-985(LC 2) • • • • • ■ • FORCES (Ib) - First Load Case Only • • ••••• TOP CHORD 1 -2 =24, 2 -3=- 1410, 3-4=- 1332, 4-5=-1411, 5 -6=24 • • • • • • • • • BOT CHORD 2-8= 1301,7 -8= 1331,5 -7 =1302 •••••• • •••• ••••• WEBS 3-8= 183, 3-7 =1, 4-7 =184 • NOTES • • • • •• •• •••• ••••• 1) Unbalanced roof live loads have been considered for this design. • • • 2) Wind: ASCE 7-02; 146mph (3- second gust); h=15ft; TCDL =5.0psf; BCDL =5.0psf; Category II; Exp C; Kd 1.00; enclosed; C-C Exterior(; • • c ■ Lumber DOL =1.33 plate grip DOL =1.33. • • 3) Provide adequate drainage to prevent water pending. • • • • •••• ••••• • Job 6425 - Truss CJ10 Truss Type MONO TRUSS 6 Ply 1 RODRIGUEZ (R.C.) 0009 Job Reference (optional) DECO TRUSS COMPANY INC., Princeton, FL 33032 6.500 s Jan 15 2007 MiTek Industries, Inc. Thu Sep 0413:48:522008 Page 1 -2 -6-3 4-5-1 8 -10 -2 10 -1 -1 1P-5 1 2 -6-3 4-5-1 4 -5-1 1 -2 -15 0 -3-15 Scale = 1:22.1 2x4 11 5x6: 5 2.14 RI 4 • 3 • n c. 9 T 3 m o Oil 2 Nr 1. // ■ • - c s // 3x6 // 1 1 12 8 13 7 r' 2x4 11 5x8 = 6x6 = 4-5-1 8 -10-2 1 10 -5-0 1 1 4-5-1 4-5-1 1 -6-14 Plate Offsets (X,Y): [2:0 -4- 11,0 -0-3], [6:0- 3-0,Edge] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.77 Vert(LL) 0.24 8 >508 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.70 Vert(TL) -0.21 7-8 >579 240 BCLL 0.0 Rep Stress Incr NO WB 0.42 Horz(TL) -0.05 6 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matri() Weight: 50 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 3-9 -7 oc purlins, except BOT CHORD 2 X 4 SYP No.2ND end verticals. • • • • WEBS 2 X 4 SYP No.2ND *Except* BOT CHORD 3-4-0 oc bracing: 2 -6 • • • • •••• W3 2 X 6 SYP No.1 • • • • •• • • • • • REACTIONS (lb/size) 6= 1278/0 -3-8, 2= 910/0 -4-15 • ••••• Max Horz2 =331 (LC 2) • • • Max Uplift6=- 1618(LC 2), 2=- 1350(LC 2) ••••• •••• •• • • • FORCES (Ib) - FirstLoadCaseOnly • ••••• • •••• ••••• • TOP CHORD 1 -2 =24, 2 -9=- 2252, 3-9=- 2200, 3-10 =- 1244, 4-10 =- 1207, 4- 5=-40, 5 -6=46 •••• • • • • BOT CHORD 2-11=2175, 11-12=2175, 8-12= 2175, 8-13 =2175, 7 -13= 2175, 6-7 =1191 • • • • • WEBS 38=62, 3-7= 1000, 4-7= 1102, 4-6=-1778 • • • • •••• • • • • • I NOTES • • • • •••• ••••1 1) Wind: ASCE 7-02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; Kd 1.00; enclosed; C-C Exterior(2,; • • • •••• Lumber DOL =1.33 plate grip DOL =1.33. • ••• •• ••I 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1618 Ib uplift at joint 6 and 1350 Ib uplift at • • • • • • • •••••• joint2. 3) SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION DETAIL FOR CONNECTION TO BASE TRUSS 4) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 71 Ib down and 54 Ib up at 3 -10-1, and 36 Ib down and 114 Ib up at 6-4-6, and 25 Ib down and 89 Ib up at 8 -10-11 on top chord, and 76 Ib down and 200 Ib up at 1 -3 -13, 2 Ib up at 3 -10-1, 14 Ib down at 6-46, and 136 lb down and 185 Ib up at 8- 10-11, and 679 Ib down and 792 Ib up at 8 -10-2 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 5) In the LOAD CASE(S) section, Toads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (p Vert: 1- 5= -90, 2 -6 = -20 Concentrated Loads (Ib) Vert: 7=-815(F=-679, B=-136)4=-25(8)9=54(B) 10= -36(B) 11= -76(B) 12=2(8) 13=-14(B) COns]glting En� 13901 S,W, 135 ,, . Miami, Florida Phone 305- 253 -'42 8 Fax 3 0i- 9 ' 1 '. , 2 Florida a4Y () ; Professional Engineerin License _ Special InspectDr� License NQ 636. Job 6425 ` Truss CJ9 Truss Type ROOF TRUSS a- PIy 1 RODRIGUEZ (R.C.) 0010 Job Reference (optional) DECO TRUSS COMPANY INC., Princeton, FL 33032 6.500 s Jan 15 2007 MiTek Industries, Inc. Thu Sep 04 13:48:52 2008 Page 1 1 -2-1-5 1 4-4-13 8 -9-10 9j.0 -1 -I 2 -1 -5 4-4-13 4 -4-13 0-3-4 Scale = 1:19.1 4x8 II 4 2.48 12 3x4 3 W3 0 1 c 2 o L 3x6 6 2x4 I I 5x6 = 4 -4-13 9-0 -14 1 4-4-13 4-8 -1 Plate Offsets (X,Y): [2:0- 2- 12,0- 1- 8] ,[4:0- 3- 8,Edge],[5:0- 3- 0,0 -3-4] LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.89 Vert(LL) 0.12 6 >899 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.64 Vert(TL) -0.11 5 -6 >972 240 BCLL 0.0 Rep Stress Incr NO WB 0.40 Horz(TL) -0.03 5 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight: 40 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 5-0-10 oc purlins, except BOT CHORD 2 X 4 SYP No.2ND end verticals. •••• WEBS 2 X 4 SYP No.2ND *Except* BOT CHORD 4-4-0 oc bracing: 2 -5 • • W32X4SYPNo.2D • ••• •••• • • •• • • • • REACTIONS (Ib /size) 5= 719/0 -3-8, 2= 534/0 -4-15 • • Max Horz2= 384(LC 2) • Max Upli t6 =- 926(LC 2), 2=- 751(LC 2) • • • • • s •••• •• • • FORCES (Ib) - First Load Case Only • • • • • TOP CHORD 1 -2 =24, 2 -3=- 1337, 3-4= 4-5= -376 • -279, BOT CHORD 2-6= 1293, 5- 6=1293 WEBS 3 -6 =33, 3- 5=1095 •••• • • • • • • • • NOTES • • • • 1) Wind: ASCE 7-02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.Opsf; Category I1; Exp C; Kd 1.00; enclosed; C-C Exterior(); • • • • • • • Lumber DOL =1.33 plate grip DOL =1.33. • • •••• • 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 926 Ib uplift • at joint 5 and 751 Ib uplift at • • • • • • • • • joint2. •�;••• 3) SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION DETAIL FOR CONNECTION TO BASE TRUSS 4) In the LOAD CASE(S) section, Toads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase =1.33 Uniform Loads (pH) Vert: 1-2=-90 Trapezoidal Loads (pit) Vert: 2=- 5(F =43, B=43)- to- 4 =- 204(F = -57, B = -57), 2 =0(F =10, B= 10)- to- 5=- 45(F = -13, B=-13) lM ( �� Consulting ja tan, P. Consulting .4 ngincy 13901 S.W. 108 „, , Miami, Florida 33176 Phone 305-253-2428 Fay J05-23-12 Florid fomionai Agit tiring Licrn e No. 36921 Spatial frkspozOr License No 636 Job 6425 - Truss CJ8 Truss Type ROOF TRUSS 8' PIY 1 RODRIGUEZ (R.C.) 0011 Job Reference (optional) DECO TRUSS COMPANY INC., Princeton, FL 33032 6.500 s Jan 15 2007 MiTek Industries, Inc. Thu Sep 0413:48:53 2008 Page 1 -2 -6-3 I 4-5-1 I 8-10 -2 1 • I 2 -6-3 4-5-1 4-5-1 Scale = 1:19.1 2x4 11 4 5 2.14 rti 3x4 = 10 9 3 T1 rr/ 2 = 3x4 = �I 11 12 8 13 7 2 x 4 1 1 5x6 = 4-5-1 8-10 -2 I I 1 4-5-1 4-5-1 Plate Offsets (X,Y): [2:0-4-11,0-0-3], [7:0-2-12,0-2-121 LOADING(psf) SPACING 2 -0-0 CSI DEFL in (loc) I/defl Lid PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.78 Vert(LL) 0.13 2-8 >770 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.62 Vert(TL) -0.11 2-8 >942 240 BCLL 0.0 Rep Stress Incr NO WB 0.34 Horz(TL) -0.02 7 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matra) Weight: 39 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 5 -3-15 oc purlins, except BOT CHORD 2 X 4 SYP No.2ND end verticals. •••• WEBS 2 X 4 SYP No.2ND BOT CHORD 4-5-0 oc bracing: 2 -7 • • 10-0 -0 oc bracing: 6 -7 • • • • •••• • • REACTIONS (Ib /size) 7= 772/0 -2-8, 2= 684/0 -4-15 • • • • • • • Max Horz2= 306(LC 2) • Max Uplift7=- 1096(LC 2), 2=- 1087(LC 2) • • • FORCES (lb) - First Load Case Only •••• • • • • TOP CHORD 1 -2 =24, 2 -9=- 1172, 3-9= 1117, 3-10 = -38, 4- 10=33, 4 -5-25, 4-7= -334 • • • • • BOT CHORD 2 -11= 1113,11 -12= 1113, 8-12= 1113, 8-13 =1113, 7- 13= 1113, 6-7 =0 • WEBS 3 -8=95, 3-7 =-1135 • • • • • • • • •• •• •••• NOTES • • • • 1) Wind: ASCE 7-02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category 11; Exp C; Kd 1.00; enclosed; C-C Exterior(; • • •••• • Lumber DOL =1.33 plate grip DOL =1.33. • • • 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 7. • • •••• • 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1096 Ib uplift at joint 7 and 1087 Ib uplift at • • • • ; • • • • joint 2. • • • 4) SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION DETAIL FOR CONNECTION TO BASE TRUSS •••• 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 77 Ib down and 54 Ib up at 3 -10 -1, and 36 Ib down and 107 Ib up at 6-4-6, and 115 Ib down and 228 Ib up at 8 -10-2 on top chord, and 76 Ib down and 200 Ib up at 1 -3-13, 2 Ib up at 3 -10-1, and 14 Ib down at 6-4-6, and 156 Ib down and 175 Ib up at 8 -10 -11 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 6) In the LOAD CASE(S) section, Toads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (pip Vert: 1-4=-90, 4- 5= -90, 2 -7 = -20 Concentrated Loads (Ib) Vert: 5=-115(F) 6=- 156(F) 9 =54(F) 10=- 36(F)11= 76(F)12.2(F) 13= -14(F) QQF1L� 7 {�1$�t�x a Consulting 1.n � 8 3901 SW. 108 y�rp�� P 19/}i i [[��,,o r` {? l�aacc.. pt{t h r 9 i 5 ' 42 2 ' ?485.2 Florida o attic tl l a in 1 " v Spoolei a _. 0 9; t g -iO4 4 Itio M21 Job 6425 Truss CJ7 Truss Type ROOF TRUSS 6- PIy 1 RODRIGUEZ (R.C.) 0012 Job Reference (optional) DECO TRUSS COMPANY INC., Princeton, FL 33032 8.500 s Jan 15 2007 MiTek Industries, Inc. Thu Sep 04 13:48:53 2008 Page 1 I -3-2 -3 1 3-10 -5 7-8-9 y 3-2 -3 3-10 -5 2.48 12 10 2 1 3x4 3-10 -5 4 Scale 2x4 W3 = 1I 5 1:18.3 3x •/ 8 SOW- -410 01 3x4 = 2x4 I I 3x6 = 3-10 -5 7-8-9 1 3 -10-5 3 -10-5 LOADING(psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2004/TPI2002 CSI TC 0.66 BC 0.20 WB 0.13 (Matrix) DEFL in (Ioc)' Udefl Ud Vert(LL) 0.03 8 >999 360 Vert(TL) -0.04 7-8 >999 240 Horz(TL) -0.12 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 39 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP SS TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2 X 4 SYP No.2ND end verticals. WEBS 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 7-4-3 oc bracing. OTHERS 2 X 4 SYP No.2ND •••• • • • • •••• REACTIONS (lb /size) 7= 500/0 -11 -5, 2= 561/0 -11 -5, 9= 0/0 -2 -2 • • • • Max Horz2= 332(LC 2) • • • • • • • Max Uplift7- 673(LC 2), 2=- 789(LC 2) • • • • FORCES (Ib) - First Load Case Only •••• • • • • TOP CHORD 1- 10=42, 2- 10=42, 2- 3= -608, 3 -4=39, 4- 5= -11, 4-7= -304 • • • • • BOT CHORD 2- 8=553, 7- 8=553, 6 -7 =0 • • WEBS 3 -8=69, 3-7- 567,1 -9 =0 •••• • • • • NOTES •• •• •••• • 1) Wind: ASCE 7-02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; Kd 1.00; enclosed; C-C Exterior( • : • : • • • Lumber DOL =1.33 plate grip DOL =1.33. • • •••• 2) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity • • • •••• • • of bearing surface. • • • •••• • 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 9. • • • • • • • 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 673 Ib uprift at joint 7 and 789 Ib uplift at • •••• • joint 2. 5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-10=-90 Trapezoidal Loads (p Vert: 10=0(F=45, B= 45)- to- 4=- 167(F = -38, B = -38), 4=- 167( F = -38, B=-38)-to-5=-174(F=-42,13=-42), 2=- 2(F =9, B= 9)- to- 6=- 39(F = -9, B=- 9) /�pyj�} )�gyryy rep( 3 t P.E. MaII i 8®�! rid�yZolda h , Engineers Consulting Engine 13901 S.W. 108 - v�. . Miami, Florida 33176 Phone 305 - 253 -2428 Fax 305 -23 -4.248 Florida Professional Engineering License No. 36921 Special Inspector License No 636 Job 6425 •• Truss CJ7A Truss Type ROOF TRUSS 6 r PIY 1 RODRIGUEZ (R.C.) 0013 Job Reference (optional) DECO TRUSS COMPANY INC., Princeton, FL 33032 6.500 s Jan 15 2007 MiTek Industries, Inc. Thu Sep 04 13:48:53 2008 Page 1 - 1 -9 -14 1 3 -9 -5 7-6-11 7 • I 1 -9 -14 3-9 -5 • 2.88 12 3 2 1 3x4 3-9 -5 • .-:•" 0 -3-0 Scale 2x4 4 W3 = 1:16.4 II cn o MN IL' 3x4 = 6 5 2x4 11 3x6 3-9 -5 7 -9-11 = I 1 1 3-9-5 4-0-6. Plate Offsets (X,Y): [2:0- 0 -4,0 -1-8] LOADING(psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0 -0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2004/TPI2002 CSI TC 0.79 BC 0.29 WB 0.25 (Matrbc) DEFL in (Ion) Vdefl Ltd Vert(LL) 0.07 6 >999 360 Vert(TL) - 0.06 5-6 >999 240 Horz(TL) -0.02 5 n/a n/a PLATES GRIP MT20 244/190 Weight: 35 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 5-11 -9 oc purlins, except BOT CHORD 2 X 4 SYP No.2ND end verticals. •••• WEBS 2 X 4 SYP No.2ND BOT CHORD 5-4-0 oc bracing: 2 -5 • • • • •••• REACTIONS (lb /size) 5= 531/0 -2-8, 2= 409/0 -3-8 • • • • • • • • • • Max Horz2= 346(LC 2) • • Max Uplift5=- 726(LC 2), 2=- 582(LC 2) • • • FORCES (Ib) - First Load Case Only •••• • • • • TOP CHORD 1 -2 =24, 2- 3=- 923, 3 -4=44, 4-5= -257 • • • • • BOT CHORD 2 -6= 882, 5 -6=882 • • • • • • • • WEBS 3 -6=69, 3-5= -907 • •••• • • •• •• •••• NOTES • • 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; Kd 1.00; enclosed; C-C Exterior(); • • • • • • • Lumber DOL =1.33 plate grip DOL =1.33. • • • •••• • 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 5. • • •••• • 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 726 Ib uplift at joint 5 and 582 Ib uplift at • • • • i • • • • joint 2. • • • 4) SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION DETAIL FOR CONNECTION TO BASE TRUSS •••• 5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (pif) Vert: 1-2=-90 Trapezoidal Loads (plf) Vert: 2=- 3(F =43, B= 43)- to- 4=- 176(F =-43, B =-43), 2= 0(F =10, B= 10)- to- 5=- 39(F =10, B=-10) Marra" ound i oifa..i, RE. Consulting Engineers 13901 S.W. 108 ivy,. Mmi, Florida 33176 Phone ia 305253 -2428 Fax x()5_23' -2 Florida Professional Engineering License Flo, 3692 Special Inspector License No 636 Job 6425 • Truss CJ4 Truss Type ROOF TRUSS Qty 2 Ply 1 RODRIGUEZ (R.C.) 0014 Job Reference (optional) DECO Y TRUSS COMPANY INC., Princeton, FL 33032 6.500 s Jan 15 2007 MiTek Industries, Inc. Thu Sep 04 13:48:54 2008 Page 1 -2 -1 -5 4-2 -15 I 2 -1 -5 4-2 -15 Scale = 1:10.6 2x4 II 4 3 2.48 rif 2 T1 ■ 1 B1 ■ 3x4= 6 2x4 II 4-2 -15 4-2 -15 Plate Offsets (X,Y): [2:0 -0- 12,0 -1 -8] LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.56 Vert(LL) 0.00 2 """ 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.04 Vert(TL) -0.01 2-6 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.04 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight: 17 Ib , LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 4-2 -15 oc purlins. BOT CHORD 2 X 4 SYP No.2ND •••• WEBS 2 X 4 SYP No.2ND • • • • •••• • • • • REACTIONS (Ib /size) 2= 248/0 -4-15, 6= 143/0 -2 -8 • Max Horz2= 140(LC 2) • • Max UpIift2 - 459(LC 2), 6=- 194(LC 2) • • • FORCES (Ib) - First Load Case Only •••• • • • • TOP CHORD 1 -2 =24, 2- 3=-20, 3-4=6 • • • • • •••• • •• BOT CHORD 2 -6=0, 5-6=0 • WEBS 3-6= -111 • • • •••• • •• •• •••• • NOTES • • 1) Wind: ASCE 7-02; 146mph (3- second gust); h =15ft; TCDL= 5.Opsf; BCDL= 5.0psf; Category II; Exp C; Kd 1.00; enclosed; C-C Exterior(); • • • Lumber DOL =1.33 plate grip DOL =1.33. • • • •••• • 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. • • •••• • • 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 459 Ib uplift at joint 2 and 194 Ib uplift at • • • : • • • • joint 6. • • • • 4) SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION DETAIL FOR CONNECTION TO BASE TRUSS • • • 5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.33, Plate Increase=1.33 Uniform Loads (Of) Vert: 1 -2 = -90 Trapezoidal Loads (plf) Vert: 2=-5(F=43, B= 43)- to- 4=- 95(F =-3, B=-3), 2= 1(F =9, B= 9)- to-5=- 21(F = -1, B= -1) Mahmound Zolfaghara, ,E. C° Engines 13901 5.W. 10v, o Miami Florida 33176 Phone 305p253a242g Fax 305..233_,24 Florida Professional Engineering License No. 3692; Special Inspector License No 636 Job 6425 Truss J7 Truss Type ROOF TRUSS 6- PIy 1 RODRIGUEZ (R.C.) 0015 Job Reference (optional) Plate Offsets (X,Y): F2:0 -1- 14,0 -0 -2] LOADING (pst) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incl YES Code FBC2004TTPI2002 CSI TC 0.34 BC 0.30 WB 0.20 (Matra) DEFL in (loc) Udefl Vert(LL) 0.00 2 Vert(TL) -0.12 2-6 >601 Horz(TL) -0.01 6 n/a L/d 360 240 n/a PLATES GRIP MT20 244/190 Weight: 26 Ib LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.2ND REACTIONS (Ib /size) 4=129/0 -2-8, 2= 410/0 -3-8, 6= 207/0 -2 -8 Max Horz2= 345(LC 2) Max Uplift4 — 247(LC 2), 2=- 567(LC 2), 6=- 244(LC 2) FORCES (Ib) TOP CHORD BOT CHORD WEBS LOAD CASE(S) Standard First Load Case Only 1 -2 =14, 2 -3=- 604, 3-4=28 2-6=546, 5-6=0 3- 6=-564 BRACING TOP CHORD BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc purfins. 5-8-0 oc bracing: 2 -6 10-0 -0 oc bracing: 5 -6 • • • • • • •• • • • • •• • • •••• • • •• •• NOTES 1) Wind: ASCE 7-02; 146mph (3- second gust); h =15ft; TCDL =5.0psf; BCDL =5.0psf; Category II; Exp C; Kd 1.00; enclosed; C-C Exteriorg •: •: Lumber DOL =1.33 plate grip DOL =1.33. • • 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4, 6. • • 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 247 Ib uplift at joint 4, 567 Ib uplift at joint 2• • • • • and 244 Ib uplift at joint 6. 4) SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION DETAIL FOR CONNECTION TO BASE TRUSS • • • • • •• • • • • • •• •••• • • •••• • •• • • •••• • • •' • • • • Mahmound Zolfagaari P E. Consulting Engine: 13901 S.W. 108 IAN,. Miami, Florida 33176 Phone 305 - 253 -2428 Fax 305- 23 -92' s Florida Professional Engineering License No. 36921 Special lnspelctDr License No 636 • • • • • • • • • • • • • • • DECO TRUSS COMPANY INC., Princeton, FL 33032 0-9-8 0 -9-8 2x4 = 3 -11 -12 3 -11 -12 7 -1 -15 6-4-7 .500 s an 15 2007 MiTek Industries, Inc. Thu Sep 04 13:48:54 2008 Page 7 -1 -15 3 -2 -3 4 1:12.2 • • • • Job 6425. - Truss J6 Truss Type MONO HIP qty 13 Pty 1 RODRIGUEZ (R.C.) 0016 Job Reference (optional) DECO TRUSS COMPANY INC., Princeton, FL 33032 6.500 s Jan 15 2007 MiTek Industries, Inc. Thu Sep 04 13:48:54 2008 Page 1 -1 -6-8 I 3 -6-10 I 6-2 -0 1 6 -5-8 1 -6-8 3-6-10 2 -7 -6 0-3-8 Scale = 1:142 2x4 II 4 3.50 FIT 2x4 I t r c. 3 6 2 1 B1 3x6 = ,/ 5x6 = 6-5-8 I 6-5-8 Plate Offsets (X,Y):. [2:0- 3- 0,0- 1 -12], [5:0- 3- 0,0 -2 -12] LOADING(psf) SPACING 2 -0-0 CSI DEFL in (loc) Vdefl Lid PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.27 Vert(LL) 0.00 2 ---- 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.87 Vert(TL) -0.13 2 -5 >569 240 BCLL 0.0 Rep Stress !nor YES WB 0.15 Horz(TL) -0.01 5 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight: 29 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except BOT CHORD 2 X 4 SYP No.2ND end verticals. WEBS 2 X 4 SYP No.2ND • •••• • • • •••• REACTIONS (Ib /s¢e) 2= 453/0- 3 -8, 5= 329/0 -3-8 • • • • • • • • • Max Horz2 =340(LC 2) • Max Uplifl2- 605(LC 2), 5=- 440(LC 2) • • • • FORCES (lb) - First Load Case Only •••• • • • • TOP CHORD 1 -2 =24, 2- 6=- 540, 3-6 =- 491, 3 -4=24, 4-5= -112 • • • • • BOT CHORD 2 -5 =476 •••• • • • • WEBS 3-5= -501 • •••• • • • •• •• •••• NOTES • 1) Wind: ASCE 7-02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL =5.0psf; Category II; Exp C; Kd 1.00; enclosed; C-C ExteriorI ? • ; • : • • • -1-0 -3 to 1- 11 -13, Interior(1) 1 -11 -13 to 3-3-8, Exterior(2) 3-3-8 to 6 -3-12; Lumber DOL =1.33 plate grip DOL =1.33. • • •••• 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 605 Ib uplift at joint 2 and 440 Ib uplift at • • • •••• • • joint 5. • • • 3) SEE Mi T'ek • STANDARD PIGGYBACK TRUSS CONNECTION DETAIL FOR CONNECTION TO BASE TRUSS • • • • • • • • • •••• LOAD CASE(S) Standard Mainnomd Zoltia aan, P.E. Consulting Engineers 13901 S.T. 108 AN,. Miami, Florida 33176 Phone 345-253 -2428 Fax .$O5- 23,.24 Florida Professional Engineering License No, 3692] Special lnspoctar License No 636 Job 6425 Truss J6A Truss Type ROOF TRUSS PIY 1 RODRIGUEZ (R.C.) 0017 Job Reference (optional) DECO TRUSS COMPANY INC., Princeton, FL 33032 6.500 s Jan 15 2007 MiTek Industries, Inc. Thu Sep 04 13:48:54 2008 Page 1 I AD-6-8 1 3-1-1 6 -2 -2 i6-5-13 I 0-6 -8 3-1 -1 3-1 -1 0 -3-6 2x4 I 1 Scale = 1:13.9 3.50 F12 2x4 3 2 c�1 B1 2x4 = 3x4 = 6-5-8 6 -5-8 Plate Offsets (X,Y): F5:0-1-12,0-1-81 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/ PI2002 CSI TC 0.42 BC 0.29 WB 0.20 (Matrix) DEFL in (loc) Vdefl Ud Vert(LL) 0.00 2 """" 360 Vert(TL) -0.11 2 -5 >624 240 Horz(TL) -0.01 5 n/a n/a PLATES GRIP MT20 244/190 Weight: 28 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2 X 4 SYP No2ND end verticals. WEBS 2 X 4 SYP No.2ND BOT CHORD 5-8-0 oc bracing: 2 -5 • •••• • • • •••• REACTIONS (Ib/size) 5= 323/0 -3-8, 2= 411/0 -8-0 • • • • • • • • • Max Horz2= 338(LC 2) • Max Uplift5=-478(LC 2), 2=- 569(LC 2) • • d • • FORCES Qb) - First Load Case Only •••• • • • • TOP CHORD 1 -2 =11, 2- 3=- 594, 3 -4=29, 4-5= -137 • • • • • BOT CHORD 2 -5=534 •••• • • • • WEBS 3-5=-549 •••• • • • • •• •• •••• NOTES • 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; Kd 1.00; enclosed; C-C Exterior:27;• • • • • • • Lumber DOL =1.33 plate grip DOL =1.33. • • • •••• • 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 478 Ib uplift at joint 5 and 569 Ib uplift at • • • • • • • joint 2. • • • 3) SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION DETAIL FOR CONNECTION TO BASE TRUSS • • • • • • • • • •••• LOAD CASE(S) Standard Mahrnovnd Zoifaghar19 P.E. Consuiting Engineers 1 301S,W.1 Pho 3O -2 3,- x 305-23 Florida A. ib al:l t� inc rit?g License No. 36921 *dial I pet 4 r License No 636 Job 6425 - Truss J6B Truss Type ROOF TRUSS 6' Ply 1 RODRIGUEZ (R.C.) 0018 Job Reference (optional) LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TP12002 CSI TC 0.43 BC 028 WB 0.20 (Matra) DEFL in (loc) I/defl Ltd Vert(LL) 0.00 1 **** 360 Vert(TL) -0.11 1-4 >668 240 Horz(TL) -0.01 4 n/a n/a PLATES GRIP MT20 244/190 Weight: 26 Ib LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No2ND WEBS 2 X 4 SYP No2ND REACTIONS (Ib /size) 1= 321/0 -3 -8, 4= 321/0 -3 -8 Max Horz1= 317(LC 2) Max Upliftl=- 387(LC 2), 4=- 488(LC 2) FORCES (lb) - First Load Case Only TOP CHORD 1- 2 = -562, 2 -3=27, 3-4 =-128 BOT CHORD 1 -4=511 WEBS 2-4= -529 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0 -0 oc purlins, except end verticals. BOT CHORD 5-9-0 oc bracing: 1-4 •••• • • • • •••• • • • • •• • • • • • • ••••• • •••• •• • • • • • • •••• • •• •••• NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category 11; Exp C; Kd 1.00; enclosed; C -C Exterior22'f; • • • • • • Lumber DOL =1.33 plate grip DOL =1.33. • 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 387 Ib uplift at joint 1 and 488 Ib uplift at : • • •••• • joint4. • • ••••• • • • LOAD CASE(S) Standard •• • • • • • • • • Mahmound Zolfag2� '. .. Consulting Engirt 13901 S.W. 108 Ale Miami, Florida 33176 Phone 305 -253 -2428 Fax 3O5- 23m -2 Florida Professional Engineering License No. 3692: Special Inspector License No 636 • • • • • • • • • • • • • • • • • DECO TRUSS COMPANY INC., Princeton, FL 33032 1 2x4 = 2 -11 -2 2 -11 -2 6-1 -10 6 -1 -10 .500 s Jan 15 20 MIT Industries, Inc. Thu Sep 0413:48:55 2008 P age 5 -10 -5 2 -11 -2 9-1-10 0-3-6 2x4 11 3 3x4 = co 0 Scale = 1:13.8 Job 6425 Truss J5 Truss Type ROOF TRUSS - NY 1 RODRIGUEZ (R.C.) 0019 Job Reference (optional) DECO TRUSS COMPANY INC., Princeton, FL 33032 6.500 s Jan 15 2007 MiTek Industries, Inc. Thu Sep 04 13:48:55 2008 Page -2-3-0 5-0-7 1 I 1 2x4 1 2-3-0 = 1 5-0-7 Wale: 3.50 2 1"=1' 13 B1 111 4 5-0-7 1 111111°' .411111111111 Mil 01 3x6 -= 5-0-7 Plate Offsets (X,Y): 12:0-2-0,0-1-81 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TP12002 CSI TC 0.91 BC 0.10 WB 0.00 (Matrix) DEFL in (loc) I/defl Ltd Vert(LL) 0.00 2 **** 360 Vert(TL) -0.04 2-4 >999 240 Horz(TL) -0.00 3 n/a n/a PLATES GRIP IVIT20 244/190 Weight: 22 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP No.2ND • •••• • • • •••• REACTIONS (lb/size) 3=150/0-2-8, 2=528/0-8-0, 4=46/0-2-8 • • • • • • • • • . Max Horz2=373(LC 2) • Max Uplift3=-287(LC 2), 2=-914(LC 2) • • 0 • FORCES (Ib) - First Load Case Only • • • • •• • • • • TOP CHORD 1-2=50, 2-3=-81 • • a BOT CHORD 2-4=0 •••• • • • • •••• NOT • • • • ES • • • • •••• 1) Wind: ASCE 7-02; 146mph (3-second gust); h=15ft; TCDL=5.0psf; BCDL=5.0psf; Category II; Exp C; Kd 1.00; enclosed; C-C Extenor(2); • • Lumber DOL • plate grip DOL=1.33. • • • ■ 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3, 4. • • • • e • • 0 3) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 287 Ib uplift at joint 3 and 914 Ib uplift at • • •••• • joint 2. • • • • • • •• • 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. . • • • • •••• LOAD CASE(S) Standard Mahmotrid Zo/faghari., RE. Consulting Engins. 13901 S.W. 108 /Ali 0.., Miami, Florida 3" J 76 ,..,-.., Phone 305-253-2428 Fax .305-235-048 Florida Professional Engineering 1 icense No. 3692' Special Inspectr License No 636 Job 6425 .. Truss J5A Truss Type ROOF TRUSS -- PIY 1 RODRIGUEZ (R.C.) 0020 Job Reference (optional) DECO - c TRUSS COMPANY INC., Princeton, FL 33032 6.500 s Jan 15 2007 MiTek Industries, Inc. Thu Sep 04 13:48:55 2008 -2 -3 -0 5-0-7 Page 1 1:12.3 . tfi I 2x4 2 -3-0 2 = 5-0 -7 Scale 3.50 rli 1 = // . 81 �� • 0 , �r�� Mil 01 3x4 = 5-0-7 5-0-7 Plate Offsets (X,Y): 12:0- 0- 8,0 -1 -8] LOADING (psi) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress !nor YES Code FBC2004/TPI2002 CSI TC 0.87 BC 0.13 WB 0.00 (Matra) DEFL in (loc) l/defl Ud Vert(LL) 0.00 2 ---- 360 Vert(TL) -0.06 2-4 >999 240 Horz(TL) -0.00 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 22 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 2 -2 -0 oc purlins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. OTHERS 2 X 4 SYP No.2ND •••• • • • • REACTIONS (lb /size) 3= 188/5-0-7, 3= 188/5 -0 -7, 2= 504/5 -0-7, 4= 50/5 -0-7 • • • • • • • •••• r •• • • • Max Horz2 =379(LC 2) •••••• • • Max Uplift3=- 362(LC 2), 2 =- 844(LC 2) • • • • • • • • •••••• FORCES (Ib) - First Load Case Only • • • TOP CHORD 1 -2 =50, 2 -3=41 • • • • • • • • • • • • • BOT CHORD 2-4=0 •••• • • • •••••• •••• • • NOTES • • • • • • ••••• 1) Wind: ASCE 7-02; 146mph (3- second gust); h =15ft; TCDL =5.0psf; BCDL= 5.Opsf; Category II; Exp C; Kd 1.00; enclosed; C-C Exteriorr4S; • • •••• Lumber DOL =1.33 plate grip DOL =1.33. • • •• • • • • • 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 362 Ib uplift at joint 3 and 844 Ib uplift at • • • • joint 2. • • • • 3) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. • • • •••• • , •• • • •• •••••1 • LOAD CASE(S) Standard • • ••• • a • C Ma yp h � mound Zo!f gin an, Er ,E, M ia 1 3901 It .. 10A� S 1 Vo � 3:317 F1rid fs1ttf)tzt ti, a1 !t t1' � L k t . i�J(`) f 13 No. 36921 Job 6425 ' Truss J5B Truss Type ROOF TRUSS 6- Ply 1 RODRIGUEZ (R.C.) 0021 Job Reference (optional) DECO TRUSS COMPANY INC., Princeton, FL 33032 6.500 s Jan 15 2007 MiTek Industries, Inc. Thu Sep 04 13:48:55 2008 Page -1 -6 -8 5-0 -7 1 I I I 1 -6-8 5 -0 -7 3 Scale= ,10.9 3.50 FlY T1 2 1 B1 ;! 4 2x4 = 5-0 -7 I 5-0-7 Plate Offsets (X,Y): [2:0 -1- 14,0 -0-2] LOADING(psf) SPACING 2 -0 -0 CSI DEFL In (lox) Vdefl Lid PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.86 Vert(LL) 0.00 2 ---- 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.13 Vert(TL) -0.05 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight: 18 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHO RD Structural wood sheathing directly applied or 2 -2-0 oc purlins. BOT CHORD 2 X 4 SYP No.2ND REACTIONS (lb /size) 3= 203/0 -2 -8, 2= 380/0- 3 -8, 4= 48/0 -2-8 • • ••••• • Max Horz2= 310(LC 2) • • • •••• • • • • Max UpIi t3=- 403(LC 2), 2=- 583(LC 2) • • • • • •••••• •••••• • • • •••• FORCES (lb) - First Load Case Only • •••• • TOP CHORD 1 -2 =24, 2-3=47 • • BOT CHORD 2-4=0 • ::::• �•• •• .•••• • •• ••••• NOTES. 1) Wind: ASCE 7-02; 146mph (3- second gust); h =15ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category II; Exp C; Kd 1.00; enclosed; C-C Exterior(); • • • • • •••• • • • • ••••• Lumber DOL =1.33 plate grip DOL =1.33. •••• • • • • • 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3, 4. •••••• • • 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 403 Ib uplift at joint 3 and 583 Ib uplift at : • • • • • •••• •••• joint2. 4) SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION DETAIL FOR CONNECTION TO BASE TRUSS • • • • •••• • • • •• • • •• ••••• LOAD CASE(S) Standard • • • • Malmo nd ZoIf ghan, RE. Consulting Engineers 77 139101 S. W. p 108 j.i,. . Mi i,, 1"1oridi 33176 Phone 30.1$3-2428 l; . .i1,15-2 .)- 2 8 yip da Pto i;iil 1 1_I, inofiit' t )ori ti No, 36921 Seal i g pegt -lr 1 too 4 Job 6425 Truss • J5C Truss Type ROOF TRUSS - Ply 1 RODRIGUEZ (R.C.) 0022 Job Reference (optional) DECO TRUSS _ COMPANY INC., Princeton, FL 33032 6.500 s Jan 15 2007 MITek Industries, Inc. Thu Sep 04 13:48:56 2008 5-9 -15 Page 1 l e = 1:10.5 I 2 1 N� 3 5-9 -15 3.50 12 B1 O 0-9 -8 , 4 = 5 -9-15 2x4 I . 0 -9-8 5 -0 -7 Plate Offsets (X,Y): [2:0 -1- 14,0 -0-2] LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0.96 BC 0.11 WB 0.00 (Matrix) DEFL in (loc) Vdefl Ud Vert(LL) 0.00 2 ---- 360 Vert(TL) -0.05 2-4 >999 240 Horz(TL) -0.00 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 17 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. REACTIONS (lb/size) 3=212/0 -2-8, 2= 318/0- 3 -8, 4= 48/0 -2 -8 • • • •••• • Max Horz2 =275(LC 2) • • • • • •' • • • • Max Uplift3=- 425(LC 2), 2=-448(LC 2) • • • •, • • ••••• • 000000 FORCES (Ib) - First Load Case Only • • • • • • • • ••••• TOP CHORD 1 -2 =9, 2 -3=49 • • BOT CHORD 2-4=0 ••• •• • • • • •• • • "•• •••• • •• NOTES ••••• • 1) Wind: ASCE 7-D2; 146mph (3- second gust); h =15ft; TCDL =5.Opsf; BCDL= 5.0psf; Category II; Exp C; Kd 1.00; enclosed; C-C Exterior(2);: • • , • •••• ••••• LumberDOL =1.33 plate gripDOL =1.33. • '• •••• • ••••• 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3, 4. •••••• • • 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 425 Ib uplift at joint 3 and 448 Ib uplift at : • ' • joint 2. • • • ••••• •••••• 4) B plate or shim required to provide full bearing surface with truss chord at joint(s) 3. • •' • •••• • •• • • •• •••••• LOAD CASE(S) Standard • • • • • Mahmound Zolfaghui, P.E, Consulting Engines .. . 13901 S.W. 108 . itk.. Miami, Florida 33176 Phone 305- 253 -2428 Fax 305-23--,248 Florida Professional Engineering License No. 36921 'Special Inspect -2T License No 636 Job 6425 Truss J5D Truss Type JACK Qty 2 PIy 1 RODRIGUEZ (R.C.) 0023 Job Reference (optional) DECO TRUSS COMPANY INC., Princeton, FL 33032 6.500 s Jan 15 2007 MiTek Industries, Inc. Thu Sep 0413:48:56 2008 Page 1 -1 -6-8 I 2-8-0 5-4-0 • I 1 -6-8 2-8-0 2-8-0 4 Scale • 3.50 1 12 2x4 = 3 T 2 = 1:11.6 co d cq u; 1 _ 3x6 2x4 = 5-4-0 5-4-0 Plate Offsets (X,Y): (2:0 -1- 14,0 -0-2] LOADING(psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress !nor YES Code FBC2004/TPI2002 CSI TC 0.29 BC 0.43 WB 0.15 (Matrix) DEFL in (km) Udefl Lid Vert(LL) 0.00 2 ---- 360 Vert(TL) -0.06 2-6 >999 240 Horz(TL) -0.01 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 23 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 5-4-0 oc purlins. BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.2ND •••• • • • REACTIONS (Ib /size) 4= 115/0 -2-8, 2= 394/0 -3-8, 6= 156/0 -2 -8 • • • • • •••• • ••••• Max Horz2= 323(LC 2) • • • • • • Max Uplift4= 228(LC 2), 2=-598(LC 2), 6=- 175(LC 2) • • • • • • • • • •• • • • • • • • ••••• FORCES (lb) - First Load Case Only •••••• • • TOP CHORD 1 -2 =24, 2 -3=- 458, 3 -4=25 • • • • • • • • ••••• • • BOT CHORD 2- 6= 404, 5-6 =0 •••• • • • WEBS 3- 6=-417 • • • ••••• •••••• •••• • 1 • • ••••• NOTES . •• •• •••• • 1) Wind: ASCE 7-02; 146mph (3- second gust); h =15ft; TCDL= S.Opsf; BCDL= 5.0psf; Category 1I; Exp C; Kd 1.00; enclosed; C-C Exterioe(3�)i• • • • •• • • •• • • • • • Lumber DOL =1.33 plate grip DOL =1.33. • • • • • 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4, 6. • • • • • • • ••••• • 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 228 Ib uplift at joint 4, 598 Ib uplift at joint: • • • •••• • • • and 175 lb uplift at joint 6. • • • • • • •• 4) SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION DETAIL FOR CONNECTION TO BASE TRUSS • • • • • • •••• LOAD CASE(S) Standard Mahrnourid Zoltaelari, P.E. Consulting En .: 13901 S.W. 108 . �. : °= Mid Florji. 33)76 Phone 305-253-2428 Fax .305_23>-. Fax Ptofefokmal Eng,iuering License No. 36921 Special Impectar. License No 636 Job 6425 " Truss J4 Truss Type ROOF TRUSS Qty 2 PIy 1 RODRIGUEZ (R.C.) 0024 Job Reference (optional) DECO TRUSS COMPANY INC., Princeton, FL 33032 6.500 s Jan 15 2007 MiTek Industries, Inc. Thu Sep 04 13:48:56 2008 Page -1 -6-8 4-2 -12 1 1:9.6 1 -6-8 2 1 1 4-2 -12 S cale 3.50 12 T1 = ri II 61 � M 4 „ = 4-2 -12 // / 2x4 4-2 -12 Plate Offsets (X,Y): (2:0 -1- 14,0 -0 -21 LOADING(psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0 -0 Plates Increase 133 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0.56 BC 0.09 WB 0.00 (Matrix) DEFL in (loc) I/defl Ud Vert(LL) 0.00 2 ""* 360 Vert(TL) -0.02 2-4 >999 240 Horz(TL) -0.00 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 15 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 4-2 -12 oc purlins. BOT CHORD 2 X 4 SYP No.2ND REACTIONS (Ib /size) 3= 164/0 -2-8, 2= 338/0- 3 -8, 4= 40/0 -2 -8 • • • •••• • Max Horz2=269(LC 2) • • • •••• •••• Max Uplift3=- 325(LC 2), 2=- 533(LC 2) • • • • • • • ••• •••••• • ■ :•• i • •••• FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =24, 2 -3=38 •••••• • • BOT CHORD 2-4=0 • ••••• ••• • • �•••• •••• • •• NOTES ••••• 1) Wind: ASCE 7-02; 146m h 3- second gust); h =15ft; TCDL =5.0 sf; BCDL =5.0 Category p (� • • • • • • • • • p ( g ) p psf; Cate o II; Ex C; Kd 1.00; enclosed; C-C Exterio� • • • • • • • • • • • Lumber DOL =1.33 plate grip DOL =1.33. •••• • • • • • • 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3, 4. •••••• • • 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 325 Ib uplift at joint 3 and 533 lb uplift at : • : • joint2. • •••• ••••i• 4) SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION DETAIL FOR CONNECTION TO BASE TRUSS • • • • •••• • • • •• • • •• •••••• LOAD CASE(S) Standard • • • • • Mahmound Zolfaghan, P.E. Consulting Engineers 13901 S.W. 108 tip. Miami, Florida 33176 Phone 305-253 -2428 Fax 305-2h--p248 Florida Professional Engineering License No. 36921 Special Inspectx License No 636 Job 6425 - Truss J3 Truss Type ROOF TRUSS Qty 2 PIy 1 RODRIGUEZ (R.C.) 0025 Job Reference (optional) Plate Offsets (X,Y): [2:0- 0- 8,0 -1-8] LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0.91 BC 0.03 WB 0.00 (Matrix) DEFL in (lox) I/defl L/d Vert(LL) 0.00 2 ---- 360 Vert(TL) -0.00 2-4 >999 240 Horz(rL) -0.00 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 15 Ib LUMBER TOP CHORD 2 X 4 SYP No.2D BOT CHORD 2 X 4 SYP No.2ND OTHERS 2 X 4 SYP No.2ND REACTIONS (Ib /size) 3= 15/0 -2-8, 2= 463/0-8 -0, 4= 26/0 -2-8 Max Horz2= 272(LC 2) Max Uprdt3 =-8(LC 2), 2=- 875(LC 2) FORCES (lb) - First Load Case Only TOP CHORD 1 -2 =50, 2 -3= -71 BOT CHORD 2-4=0 BRACING TOP CHORD BOT CHORD Structural wood sheathing directly applied or 2 -2-0 oc purlins. Rigid ceiling directly applied or 10-0 -0 oc bracing. •••• • • •••• • • • • • •• • •••••• • •••••• •••• • • •••• •••••• NOTES • 1) Wind: ASCE 7-02; 146mph (3- second gust); h =15ft; TCDL= 5.Opsf; BCDL= 5.0psf; Category II; Exp C; Kd 1.00; enclosed; C-C ExteriorC4; • • Lumber DOL =1.33 plate grip DOL =1.33. • • • • • • 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3, 4. • • • 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8 Ib uplift at joint 3 and 875 Ib uplift at joint • • 2. • • • 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. • • • LOAD CASE(S) Standard •••••• • • • •• • • • • • •• •••• • • •••• • •••• • • •••• • •• • • • •••• Mahmound Zolfag sari, P.E. Consulting Engineers 13901 S.W. 108 Miami, Florida 33176 Phone 305-253-2428 Fax 305-23:3-1.248 Florida Professional Engineering License No. 36921 Special Inspector License No 636 •••• • ••••• • ••••• • ••••• ••••• • • • ••••• • • •••••• • • • DECO TRUSS COMPANY INC., Princeton, FL 33032 - 1 2x4 • -2 -3-0 2 -3-0 2 3.50 12 3x4 = .500 s an 15 2007 MITek Industries, Inc. Thu Sap 04 13:48:56 2008 Page 3-0-7 3-0 -7 3-0-7 3-0-7 4 Scale = 1:8.8 • • • Job 6425 ' Truss J3A Truss Type ROOF TRUSS CRY 2 Ply 1 RODRIGUEZ (R.C.) 0026 Job Reference (optional) DECO TRUSS COMPANY INC., Princeton, FL 33032 6.500 s Jan 15 2007 MiTek Industries, Inc. Thu Sep 04 13:48:57 2008 Page 1 -1 -6-8 I 3-0-7 1 -6 -8 3-0 -7 3 Scale = ':7.6 3.50 FIT T1 2 1 B1 '/ ♦ 4 1'1 2x4 = 3-0-7 3-0 -7 Plate Offsets (X,Y): [2:0- 1- 14,0 -0-2] LOADING(psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 026 BC 0.04 WB 0.00 (Matrix) DEFL In (Ioc) • Vdefl Ud Vert(LL) 0.00 2 ---- 360 Vert(TL) -0.01 2-4 >999 240 Horz(TL) -0.00 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 12 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 3-0-7 oc purlins. BOT CHORD 2 X 4 SYP No.2ND REACTIONS (lb /size) 3= 104/0 -2-8, 2= 279/0 -3-8, 4= 28/0 -2-8 • • • •••• • Max Horz2= 209(LC 2) • • • •••• • • • • 1 Max Uplift3=- 203(LC 2), 2=- 465(LC 2) • • • • • • • •••••• •••••• • • FORCES (Ib) - First Load Case Only • • • ••••• TOP CHORD 1 -2 =24, 2 -3=24 . • • BOT CHORD 2-4=0 ••••• ••• • • ••••• • •••• NOTES • •• ••••• 1) Wind: ASCE 7 -02; 146m ph (3-second gust); h =15ft; TCDL =5.0 • BCDL =5.0 Category II; Ex C; Kd 1.00; enclosed; C-C Exterior 2 • • • P ( 9 ) Psf, Psf; e9 rY P i••••• • ••••• Lumber DOL =1.33 plate grip DOL =1.33. •••• 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3, 4. •••••• • • • • •' 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 203 Ib uplift at joint 3 and 465 Ib uplift at : • • • • • •••• • joint • 4) SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION DETAIL FOR CONNECTION TO BASE TRUSS • • • • • •••• • • ••••• • • •• • • •. •••••• LOAD CASE(S) Standard • • • • • Ma1111d 111dd Zo1fagha , P.E. Consulting Enineers 13901 S.W. 108 ii.1/�. Miami, Florida 33176 Phone 305 -253 -2428 Fax 305 -23) -124 Florida Professional Engineering License No. 36Q2 Special Inspector License No 636 Job 6425 Truss J3B Truss Type ROOF TRUSS Qty 3 PIy 1 RODRIGUEZ (R.C.) 0027 Job Reference (optional) DECO - • TRUSS COMPANY INC., Princeton, FL 33032 6.500 s Jan 15 2007 MiTek Industries, Inc. Thu Sep 0413:48:57 2008 Page -1 -6-8 3-0 -0 1 :7.5 1 -6-8 1 I 2 3 -0-0 3.50 FIY T 3 Scale = M '1 B1 4 = 3-0-0 III • - // 2x4 3-0-0 Plate Offsets (X,Y): [2 :0-1- 14,0 -0 -21 LOADING (psf) TCLL 30.0 TCDL 15.0 BOLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TP12002 CSI TC 0.26 BC 0.04 WB 0.00 (Matzo() DEFL in (loc) I/defl Ud Vert(LL) 0.00 2 *`"` 360 Vert(TL) -0.01 2-4 >999 240 Horz(TL) -0.00 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 11 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2ND REACTIONS (lb /size) 3= 102/0 -2 -8, 2= 278/0- 3 -8, 4= 28/0 -2-8 • •••• MaxHorc2= 207(LC2) • ••• ••••• ••••� Max Uprft3=- 200(LC 2), 2=- 463(LC 2) • • • • • •••••• •••••• • • FORCES (lb) - First Load Case Only • • ••••• TOP CHORD 1 -2 =24, 2 -3=23 •••••• • • BOT CHORD 2-4=0 •••• •• ••••• • •••• • • • •• • NOTES • •• ••••• 1) Wind: ASCE 7-02; 146mph (3- second gust); h =15ft; TCDL= 5.Opsf; BCDL= 5.0psf; Category II; Exp C; Kd 1.00; enclosed; C-C Exteriort2): • •: • • • • • • ••••• Lumber DOL =1.33 plate grip DOL =1.33. • • • • •••• • 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3, 4. •••••• • • • • • ( 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 200 Ib uplift at joint 3 and 463 Ib uplift at ' • • • • • joint 2. • •••• • 4) SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION DETAIL FOR CONNECTION TO BASE TRUSS • • • • ••••• • • • • •••• • • •• • • •• •••••• LOAD CASE(S) Standard • • • • • Mahn011nnd Zoifag i P- :. Consulting Engineers 13901 S.W. 108 bil,,,, Miami, Florida. Phone 305 - 253- ix 3 0 5 -21)-1 8 Florida Professional Engineering License No. 36921 Special Inspector License No 636 Job 6425 Truss J3C Truss Type ROOF TRUSS Qty 2 PIY 1 RODRIGUEZ (R.C.) 0028 Job Reference (optional) DECO TRUSS COMPANY INC., Princeton, FL 33032 6.500 s Jan 15 2007 MiTek Industries, Inc. Thu Sep 04 13:48:57 2008 Page 1 -1 -6-8 3 -9 -8 1 -6-8 3-9 -8 3 Scale 3.505-2— = 1:8.8 2 T c: , ,K, 1 B1 Mi 4 2x4 = 3-9-8 I 3-9-8 LOADING(psf) SPACING 2 -0-0 CSI DEFL in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.35 Vert(LL) 0.00 2 ---- 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.06 Vert(TL) -0.01 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight: 14 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 3-9-8 oc purlins. BOT CHORD 2 X 4 SYP No.2ND REACTIONS (Ib /size) 3= 126/0 -2-8, 2= 330/0- 8 -0, 4= 34/0 -2 -8 Max Horz2= 247(LC 2) •••• Max Uplift3= -252 (LC 2), 2=- 543(LC 2) • • • • • • • •••• ••••• • • • . • • FORCES (lb) - First Load Case Only • • • • • TOP CHORD 1 -2 =24, 2 -3=30 •••••• • • BOT CHORD 2-4=0 •••••• • • NOTES - ••••• •• • • ••••• • • 1) Wind: ASCE 7-02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; Kd 1.00; enclosed; C-C Exterior(2)! • • • • • • • Lumber DOL =1.33 plate grip DOL =1.33. •••••• ••••• •••• • • ••••• 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3, 4. • • • • • • • • • • •••••• 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 252 Ib uplift at joint 3 and 543 Ib uplift at • • • • • • • joint 2. • • • • • • 4) SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION DETAIL FOR CONNECTION TO BASE TRUSS • • • • • • • • • • • •••••• LOAD CASE(S) •••• S) Standard • • • • • •• • • •• •••••• • • • • • Mahrnound Zolfaghari, P.E. Consulting Engine= 13901 S.T. 108 pkv.. Miami, Florida . 33176 Phone 305-253-2428 PAX 405-23,-1248 F10 i4 ofe 1 m 1 Eftgitimfiri . , Put No. 36921 Special Ins ay ., .oI kili 61 Job 6425 - Truss J2 Truss Type ROOF TRUSS Qty 2 PIy 1 RODRIGUEZ (R.C.) 0029 Job Reference (optional) DECO TRUSS COMPANY INC., Princeton, FL 33032 6.500 s Jan 15 2007 MiTek Industries, Inc. Thu Sep 04 13:48:57 2008 Page -1 -6-8 2 -3-0 3 I 1 :6.3 1 -6 -8 1 I 3.50 12 2 T1 2 -3-0 Sca : W MWII B1 r1 ■ 2-3-0 II - s 2x4 = 2 -3-0 LOADING(psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0 -0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0.35 BC 0.02 WB 0.00 (Matrix) DEFL in (loc) Vdefl Ud Vert(LL) 0.00 2 "" 360 Vert(TL) -0.00 2 >999 240 Horz(TL) -0.00 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 9 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 2-3-0 oc purlins. BOT CHORD 2 X 4 SYP No.2ND REACTIONS (lb/se) 3= 36/0 -2-8, 2= 266/0 -8 -0, 4= 18/0 -2-8 Max Horz2= 168(LC 2) •••• Max Uplift3 =68(LC 2), 2=- 482(LC 2) • • • • • • • • •••• ••• • FORCES (Ib) - First Load Case Only • • • • • • •••••• TOP CHORD 1 -2 =24, 2-3=-43 •••••• • • BOT CHORD 2-4=0 •••••• • • ••••' ••••• NOTES ••••• •• • • 1) Wind: ASCE 7-02; 146mph (3- second gust); h =15ft; TCDL= 5.Opsf; BCDL= 5.0psf; Category II; Exp C; Kd 1.00; enclosed; C-C Exterior(7J! • • • • • • • • Lumber DOL =1.33 plate grip DOL =1.33. •••••• • •: • • •••• 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3, 4. • • • • • • • • ••••• 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 68 Ib uplift at joint 3 and 482 Ib uplift at joint • • • • ••••• 2. •••••• • • • • 4) SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION DETAIL FOR CONNECTION TO BASE TRUSS • • • • • • • • • • • ••••• LOAD CASE(S) Standard • • • • • • •••• • • • •••••• • • • • • Mahmound Zoe aghaj1, P.j._ Consulting En eine 13901 S.W. 11)8 "N,„,„ Mimi, Florida 33176 Pl ono 305- 21:3-24.2R: ::°tix. () 5 ` ' °; Floridq l '', ,:)�- t24N � i. e �� I_,i��le epee t it4l z - n El,' o Na, 36921 sham? `1r-if ?fT ra Job 6425 Truss J1 Truss Type ROOF TRUSS Qty 2 Piy 1 RODRIGUEZ (R.C.) 0030 Job Reference (optional) LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates lncrease 1.33 Lumber Increase 1.33 Rep Stress !nor YES Code FBC2004/TPI2002 CSI TC 0.92 BC 0.00 WB 0.00 (Matrix) DEFL in (Ioc) Udefl Ud " Vert(LL) 0.00 2 "' 360 Vert(TL) -0.00 2 >999 240 Horz(TL) 0.00 n/a n/a PLATES GRIP MT20 244/190 Weight: 9 Ib LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND OTHERS 2 X 4 SYP No.2ND REACTIONS (Ib /size) 2= 291/0 -8-0, 4= 9/0 -2-8 Max Horz2= 186(LC 2) • • Max UprdYL=- 601(LC 2) • • • • • • FORCES (Ib) - First Load Case Only • • • o • • TOP CHORD 1 -2 =50, 2 -3= -29 • • • • • • BOT CHORD 2-4=0 • • NOTES •••• 1) Wind: ASCE 7-02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category I1; Exp C; Kd 1.00; enclosed; C-C Exterioi(3); • • • Lumber DOL =1.33 plate grip DOL =1.33. • • • • • • 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 601 Ib uplift at joint 2. • • • • • • • 4) Non Standard bearing condition. Review required. • • • LOAD CASE(S) Standard BRACING TOP CHORD Structural wood sheathing directly applied or 1-0-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. • • • • • •• • • ••• • • • • • •••••• • •• • • • • • •• • • • • • • •••• • • •••• • •••• • • •• • • • • • • ••••• • ••1•• • Mahmouno ZolIaghari, P.E. Consulting Engineers 13901 S.W. 108 2-14, Miami, Florida 33176 Phone 305 - 253-2428 Fax 305-23--f248 Florida Professional Engineering License No. 36921 Special Inspectr License No 636 1111• ••••• • ••••• •••••• • • 00000 • • •••••• • • • DECO TRUSS COMPANY INC., Princeton, FL 33032 I 2x4 = -2 -3-0 2 -3-0 3.50 12 .500 s Jan 15 2007 MiTek Industries, Inc. Thu Sep 04 13:49:57 2008 Pa 2 1-0-7 1 -0-7 3x10 = 1 -0-7 1 -0-7 3 Scale = 1:5.4 Job 6425 ' Truss J1A Truss Type ROOF TRUSS Qty 6 PIY 1 RODRIGUEZ (R.C.) 0031 Job Reference (optional) DECO TRUSS - COMPANY INC., Princeton, FL 33032 6.500 s Jan 15 2007 MiTek Industries, Inc. Thu Sep 04 168 I 1-0-7 2008 Page 1 1 -6-8 1 -0-7 , =1:4.7 3.50 12 2 T1 1 3x6 = 1 -0 -7 1-0-7 Plate Offsets (X,Y): f2:0 -1-8,0 -0-12] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl Lid PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.22 Vert(LL) 0.00 2 >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.01 Vert(TL) -0.00 2 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight: 6 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No2ND TOP CHORD Structural wood sheathing directly applied or 1-0 -7 oc purlins. BOT CHORD 2 X 4 SYP No.2ND • •••• • REACTIONS (Ib /size) 2= 198/0 -3-8, 4= 6/0 -2-8 • • Max Horz2= 122(LC 2) • • • •••• • • • • ■ Max Upfifl2=- 396(LC 2) • • • • • • Max Grav2= 198(LC 1), 4=9(LC 2) • • • • • • o • • • • • • • • • • ••••• FORCES (lb) - First Load Case Only •••••• • • TOP CHORD 1 -2 =24, 2 -3= -28 • • • • • • ••••• • • • BOT CHORD 2-4=0 •••• • • • • • •• ••••• •••••• • •••• NOTES • • • • •••••' • 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; Kd 1.00; enclosed; C-C ExterioKA; • • • •••• LumberDOL =1.33 plate gripDOL =1.33. ••••• • ••••' • • 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. • • • • • 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 396 Ib uplift at joint 2. • •••• • 4) Non Standard bearing condition. Review required. • • • •••• • • • 5) SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION DETAIL FOR CONNECTION TO BASE TRUSS • • • • • •••••• • • • • • • LOAD CASE(S) Standard •••• Mahmound Zo1fae -i� F 1 Consulting Engineea 13941 S.W. 1Qg k ,�,,� Mir Florida 33176 Phone 342 3 - 2 F ax 305-23:)-1.248 Florida Professional Engineerin License No. 3692 Special Inspecz�r License 'No 636 Job T Truss T Truss Type Q Qty P PIy R RODRIGUEZ (R.C.) DECO T TRUSS C COMPANY INC., Princeton, FL 33032 6.500 s Jan 15 2007 MiTek Industries, Inc. Thu Sep 04 13:48:58 2008 P Page 1 1 -6-8 1 1 2 1-4-0 'ea e ■ A _ L ' hAPI A 1-4-0 . 4 4, 2x4 = 1-4-0 Plate Offsets (X,Y): [2:0 -1- 14,0 -0-2) LOADING (psf) S SPACING 2 -0-0 C CSI D DEFL in (loc) Vdefl lid P PLATES GRIP LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 1-4-0 oc purlins. BOT CHORD 2 X 4 SYP No.2ND REACTIONS (Ib /size) 2= 203/0 -3-8, 4= 13/0- 2 -8, 3= 20/0 -2-8 ••••• • • • Max Horz2= 126(LC 2) • •••• Max Uplift2=- 378(LC 2), 3=-29(LC 2) • • • • • • • • • • • • •••••• •••••• • FORCES (Ib) - First Load Case Only • • • • • • • TOP CHORD 1 -2 =24, 2 -3= -29 •••••• BOT CHORD 2-4=0 •••• Job 6425 LOADING (pst) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 LUMBER TOP CHORD 2 X 4 SYP No.2ND FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =21 LOAD CASE(S) Standard Truss J1C DECO TRUSS COMPANY INC., Princeton, FL 33032 SPACING 2 -0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incl YES Code FBC2004/TP12002 REACTIONS (Ib /size) 1= 96/0 -2 -8, 2= 96/0 -2-8 Max Horz1= 108(LC 2) Max Uplift1= 158(LC 2), 2 — 190(LC 2) Truss Type ROOF TRUSS -1 -6-8 1 -6-8 -1 -6-8 1 -6-8 CSI TC 0.19 BC 0.00 WB 0.00 (Matrix) Qty 2 Ply 1 6.500 s Jan 15 2007 MiTek Industries, Inc. Thu Sep 04 13:48:58 2008 Page 1 DEFL in (loc) Udefl Vert(LL) 0.01 1 -2 >999 Vert(TL) -0.01 1 -2 >999 Horz(TL) -0.00 2 n/a Lid 360 240 n/a NOTES 1) Wind: ASCE 7-02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; DOL =1.33. 2) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1, 2. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 158 Ib uplift at joint 1 and 190 Ib uplift at • • • • • • joint 2. • • 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. • • •; • • • • • • • • • • •• • RODRIGUEZ (R.C.) Job Reference (optional) 0033 0-8-7 0-8-7 0-8-7 0 -8-7 • • •••• • • ••• • •• • • • to 0 Scale = 1:4.8 PLATES GRIP Weight: 3 Ib BRACING TOP CHORD Structural wood sheathing directly applied or 0-8-7 oc purGns. ••• • • • • • • • •••• •• • • i • • f •••• Exp C; Kd 1.00; enclosed; C-C Exterior(!)! tender DOL= 1.33elate grip Building designer should verify capacity44:t r ng surfact. • • • • • • Mahmound Zolfag!1aii P.E. Consulting Erg ek -.iTs 13901 S. . 108 Mitirni, Florida 331 Phone 305-251-2,40 i'lorick Pti,ift on i t of ri ; ; ►5cn» 1 3922 SpeoiAl Iiopt wa - Ijtgrv,4 No 616 ••••• • • 0000 • •••• • •••• • ••••• ••••• • • • 0000 • • •••••• • • • • • • • Job 6425 Truss MV2 Truss Type ROOF TRUSS 6 Ply 1 RODRIGUEZ (R.C.) 0045 Job Reference (optional) DECO TRUSS COMPANY INC., Princeton, FL 33032 6.500 s Jan 15 2007 MiTek Industries, Inc. Thu Sep 04 13:49:03 2008 Page 1 -2-4 -0 2 -9 -0 2x4 11 I 2-4-0 2 -9 -0 3 Scale = 1:10.6 3.50 ITI 3x8 II • 2 2x4 = ■ B1 ■ ■ 2x4 II 2-9-0 2x4 I 2 -9-0 Plate Offsets (X,Y): [2:0- 3- 12,Edge] LOADING(psf) SPACING 2 -0-0 CSI DEFL in (loc) Udefl lid PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.86 Vert(LL) -0.07 1 n/r 180 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.08 Vert(TL) -0.11 1 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrbc) Weight: 18 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Structural wood sheathing directly applied or 2 -9-0 oc puffins, except BOT CHORD 2 X 4 SYP No.2ND end verticals. WEBS 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2 X 4 SYP No.2ND •••• • • • • REACTIONS (lb/size) 5= 442/2 -9-0, 4=37/2 -9-0 • • • • •••• • • • • • • Max Horz5= 263(LC 2) • • • 0 Max Uplift5=- 745(LC 2), 4= -830.0 2) • • • • • • • • • • • • • • ••e••• • FORCES (lb) - First Load Case Only • • • • • • • • • TOP CHORD 2-5=-392, 1-2=58, 2 -3=34, 3 -4=-37 • • • • • • • BOT CHORD 4 -5 = -31 •••• • • • ••• ••••• • •0000• 0000 • • NOTES • • •••••• • • • • • 1) Wind: ASCE 7-02; 146mph (3- second gust); h =15ft; TCDL= 5.Opsf; BCDL= 5.0psf; Category II; Exp C; Kd 1.00; enclosed; C-C Exterior(); • • • • • • • • • • Lumber DOL =1.33 plate grip DOL =1.33. • • • • • • • • 2) Gable requires continuous bottom chord bearing. • • • •••• 3) Provide mechanical connection others) of truss to bearing plate capable of withstanding 745 lb uplift at joint 5 and 83 lb uplift at ' nt • • ' • • • • • (by ) 9 P P 9 P 1 P lal • 4 ■ • • •••• • •• • • •• •••••• • LOAD CASE(S) Standard • • • • • Mahround Zolfagitari, P.E. Consulting Engineers 13901 S.W. 108 AN..., Miami, Florida 33176 Phone 305- 253 -2428 Fax 305-233-4-248 Florida Professional Engineering License Na 36921 Special Inspect r License No 636 Job 6425 Truss MV3 Truss Type ROOF TRUSS a- Ply 1 RODRIGUEZ (R.C.) 0044 Job Reference (optional) DECO TRUSS COMPANY - INC., Princeton, FL 33032 6.500 s Jan 15 2007 MiTek Industries, Inc. Thu Sep 04 13:49:02 5x6 = 3-0-5 2 2008 Page 1 3-0 -5 3.50 rii Scale =1:5.8 1 B1 • I I �� • ��j <•�jj• • • 3-0-5 2x4 3-0 -5 Plate Offsets (X,Y): [2:0- 2- 8,0 -1 -13] LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.15 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.02 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrbc) Weight: 8 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied oil o*puffins, except BOT CHORD 2 X 4 SYP No.2ND end verticals. • • •••• • WEBS 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied.` ?0 -(0 oc bracing. • • • • REACTIONS (Ib /s¢e) 1= 102/3 -0-5, 3= 102/3 -0-5 • Max Horz1 =94(LC 2) • • • Max Upliftl=- 129(LC 2), 3=- 157(LC 2) •••• • • • • • • • • • • •••• • • • FORCES (Ib) - First Load Case Only TOP CHORD 1 -2 =19, 2 -3=-84 • • • •••• • BOT CHORD 1-3=0 •• •• •••• • NOTES • • • 1) Wind: ASCE 7-02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL =5.Opsf; Category II; Exp C; Kd 1.00; enclosed; C -C Exteri&(2); • • •••• • Lumber DOL =1.33 plate grip DOL =1.33. • • •••• • • • 2) Gable requires continuous bottom chord bearing. • • • • 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 129 Ib uplift at joint 1 and 157 Ib uplift at • • • • • • • joint 3. LOAD CASE(S) Standard Ivlahmound Zolfa g P,E, . Consulting Enginmrs L.,,t 13901 S, r. 108 tk-v,,. Miami, Florida 331.7E Phone 305- 253.. -2 l°ax 05 23 -124+ gq 2 Florida ri P f `. Ji4 /n 1 1 n !3 J�' i it i-F cn No. 36Q.1 Special I p tYmm LU t No 635 Job 6425 " Truss MV4 Truss Type ROOF TRUSS PIY 1 RODRIGUEZ (R.C.) 0043 Job Reference (optional) DECO TRUSS COMPANY INC., Princeton, FL 33032 6.500 s Jan 15 2007 MiTek Industries, Inc. Thu Sep 04 13:49:02 2008 Page 1 -2-4 -0 4-9 -0 3x6 111 1 2-4-0 4-9-0 3 Scale = 1:15.5 3.50 12 3x8 II 2 2x4 = 01 B1 ' � • • •�•�� t :, • � 1 � � • • , , • . + 4 3x6 11 4-9-0 3x4 11 4-9 -0 Plate Offsets (X,Y): [2:0- 3- 12,Edge] LOADING(psf) SPACING 2-0 -0 CSI DEFL in (too) Vdefl Lid PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.86 Vert(LL) -0.06 1 n/r 180 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 029 Vert(TL) -0.11 1 -2 n/r 120 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(TL) -0.00 4 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight: 27 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Structural wood sheathing directly applied c i r 2-1T-2 go purrns, except BOT CHORD 2 X 4 SYP No.2ND end verticals. • • •••• • 9 10 WEBS 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly appliex] 4-0 oc br8cing. • • OTHERS 2 X 4 SYP No2ND • • • REACTIONS (Ib /size) 5= 508/4 -9 -0, 4= 191/4 -9-0 • • • Max Horz5= 364(LC 2) •••• • • • • • Max Upliift5=- 758(LC 2), 4=- 378(LC 2) • • • • • •••• • •• • • FORCES (Ib) - First Load Case Only • • ••••• • TOP CHORD 2- 5=- 457,1 -2 =58, 2- 3= -94, 3-4= -153 • • • • •••• BOT CHORD 4 -5=26 • • • • • NOTES • • •••• • • • 1) Wind: ASCE 7-02; 146mph (3- second gust); h =15ff; TCDL= 5.Opsf; BCDL= 5.Opsf; Category II; Exp C; Kd 1.00; enclosed; C-C Exteripr(2); • •••• • • Lumber DOL =1.33 plate grip DOL =1.33. • • • • • • • • • • 2) Gable requires continuous bottom chord bearing. • • • 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 758 Ib uplift at joint 5 and 378 Ib uplift at •••• joint 4. LOAD CASE(S) Standard Mahmound Zoli gnan., xx.,.. Consulting Engineers 13901 S.W. 108 2-11.,. Miami Florida §3176 Phone 305- 253.2428 N 305 237, - -e' 4 . Florida Professional Enryi t- -i t;; . '0- ' ''' '' . Special Instreci eo;-1_.icen,t- Job 6425 Truss V4 Truss Type ROOF TRUSS CO 2 Ply 1 RODRIGUEZ (R.C.) 0042 Job Reference (optional) DECO TRUSS COMPANY INC., Princeton, FL 33032 6.500 s Jan 15 2007 MiTek Industries, Inc. Thu Sep 04 13:49:02 2008 Page 1 2 -0-0 416 = 40-0 I 2 -0 -0 3.50 12 1 T1 • 2 2 -0-0 Scale =1:6.5 3 T1 l• " - - ,e v - r .1 , -." -.-1.-r V" - " •'. ► i i i i i i i • • i i i i i i i • i i • •i • i • i i i i • i i i i i i • i i i i i i i • i i i • i i • i � • •i i i i i i • • i e i i i i i i i i i i i i i • i • i i i 4-0-0 4-0 -0 LOADING(psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 CSI TC 0.02 BC 0.00 WB 0.00 (Matncc) DEFL in (loc) I/defl Ud Vert(LL) n/a - n/a 999 Vert(TL) n/a - n/a 999 Horz(TL) 0.00 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 10 Ib LUMBER BRACING TOP CHORD 2 X 6 SYP No.1 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied. •••• REACTIONS (Ib /size) 1= 53/4-0-0, 2= 106/4 -0-0, 3= 53/4 -0-0 • • • • • • • • •••• Max Upiiftl=- 106(LC 2), 2=- 176(LC 2), 3= 106(LC 2) • • •• • • • • • FORCES (lb) - First Load Case Only • • TOP CHORD 1 -2 =12, 2 -3= -12 • • • • NOTES •••• •• • • • 1) Unbalanced roof five loads have been considered for this design. • • • • 2) Wind: ASCE 7-02; 146mph (3- second gust); h =15ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category II; Exp C; Kd 1.00; enclosed; C-C Exterior(2); DOL =1.33 plate grip • • DOL =1.33. • • •••• • •••• • 3) Gable requires continuous bottom chord bearing. • • • • • • • • 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 106 Ib uplift at joint 1, 176 Ib uplift at joinf jg6 Ib uplift at jgjnt 3. • • 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. • • • • • •••• • LOAD CASE(S) Standard • • •••• • • • • • •• • • •• • • • • • Mahmound Zolfaghari, P.E. Consulting Piz =; 13901 S.W. 108 t1;Nf ®.. Miami, Florida 33176 Phone 305 - 253 -2428 Fax 305-23--r248 Florida Professional Engineering License No. "369 Special Inspector License No 634 Job 6425 - Truss V7 Truss Type ROOF TRUSS 6- PIY 1 RODRIGUEZ (R.C.) 0041 Job Reference (optional) DECO TRUSS COMPANY INC., Princeton, FL 33032 2x4 3-7 -10 3-7 -10 3.50 12 2 4x6 = 2x4 I I 7 -3-5 7 -3-5 .500 s Jan 15 2007 MITek Industries, Inc. Thu Sep 04 13:49:02 2008 Page 7 -3-5 3-7 -10 2x4 Scale = 1:11.8 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress !nor YES Code FBC2004/TPI2002 CSI TC 0.28 BC 0.04 WB 0.07 (Matrix) DEFL Vert(LL) Vert(TL) Horz(TL) in (loc) I/defl n/a - n/a n/a - n/a 0.00 3 n/a Ud 999 999 n/a PLATES GRIP MT20 244/190 Weight: 20 Ib LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND OTHERS 2 X 4 SYP No.2ND REACTIONS (Ib /size) 1= 140 /7 -3-5, 3= 140/7 -3-5, 4= 295/7 -3-5 Max Upliftl=- 203(LC 2), 3= 203(LC 2), 4=- 341(LC 2) FORCES (lb) - First Load Case Only TOP CHORD 1 -2 =17, 2 -3= -36 BOT CHORD 1-4=9, 3-4=9 WEBS 2-4= -230 LOAD CASE(S) Standard BRACING TOP CHORD BOT CHORD Structural wood sheathing directly applied or 6-0 -0 oc purlins. Rigid ceiling directly applied or 10-0 -0 oc bracing. • • • • • •••• • • • •• • • • •••• • • •••• • • •• •• NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; Kd 1.00; enclosed; C-C Exteri:r(2)! Lumber DOL =1.33 plate grip DOL =1.33. • 3) Gable requires continuous bottom chord bearing. • 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 203 Ib uplift at joint 1, 203 Ib uplift at joint 3 • • and 341 Ib uplift at joint 4. • • •• • • • • • •• •••• • • •••• • •••• • • •••• • •• • • • •• •• Mahmound .Zolf'ghari, r .E, Consulting Engineers 13901 S.W. 108 r��•. Miami, Florida 33176 Phone 305- 253 -2428 Fax 305- 23D- , i2q Florida Professional Engineering License No, 3691 Special Inspector License No 636 • • • • • • • • • Job 6425 Truss V10 Truss Type ROOF TRUSS 6- PIY 1 RODRIGUEZ (R. C.) 0040 Job Reference (optional) DECO TRUSS COMPANY INC., Princeton, FL 33032 6.500 s Jan 15 2007 MiTek Industries, Inc. Thu Sep 04 13:49:01 2008 Page 1 4-0 -0 5 -7 -8 8-4-8 I 10 -9 -0 I I 4-0 -0 1 -7-8 2 -9 -0 2 -4-8 Scale = 1:17.8 3.50 RI. 4x6 = 4x6 = T1 .rStr. T1 4 5 ► i i i i i i i i i i i i i i i i i i i i i i i i i i i i 444 4 4 i 4 3x4 % 2 x 4 1 1 5x6 = 10 -9 -0 10 -9 -0 Plate Offsets (X,Y): [2:0- 3- 0,0-2- 8],[4:0 -3- 0,0-2- 11],[5:0 -9- 13,0 -0- 0],[6:0- 1- 4,0 -2 -8] LOADING (psf) SPACING 2 -0-0 CSI DEFL in (Ion) Udefl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.21 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.11 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight: 34 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND *Except* TOP CHORD Structural wood sheathing directly applied 916--Wcw purlins. Except: T3 2 X 6 SYP No.1 6 -0-0 oc bracing: 3-6 • • •••• BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly appal:fat -00 oc bre:ing. • • • OTHERS . 2 X 4 SYP No.2ND • • • REACTIONS (lb /size) 1= 136 /10 -9 -0, 6= 49/10 -9-0, 4= 152/10 -9 -0, 5= 64/10 -9 -0, 7= 339/10 -9-0 • • • Max Upliftl=- 166(LC 2), 4=- 281(LC 2), 5=- 139(LC 2), 7= 356(LC 2) •••• • • • • • Max Grav1= 138(LC 3), 6 =49(LC 1), 4= 188(LC 4), 5 =64(LC 1), 7= 339(LC 1) • • • • • •••• • •• FORCES (lb) - First Load Case Only • • TOP CHORD 1 -2 =27, 2- 3= -17, 3- 6= -12, 3 -4= -1, 4 -5=-12 • • • • BOT CHORD 1 -7 =13, 6 -7 =13, 5 -6=1 • WEBS 2- 7 = -254 • • • • • • • • •••• NOTES • • •••••• • • 1) Unbalanced roof live loads have been considered for this design. • • • 2) Wind: ASCE 7-02; 146mph (3- second gust); h =15ft; TCDL= S.Opsf; BCDL= 5.Opsf; Category II; Exp C; Kd 1.00; enclosed; C-C E xterioPZ • • • • • • • • • 1 -0-4 to 5-7-4, Interior(1) 5-7-4 to 6-1 -8, Exterior(2) 6-1-8 to 8-4-8; Lumber DOL =1.33 plate grip DOL =1.33. •••• 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 166 Ib uplift at joint 1, 281 Ib uplift at joint 4, 139 Ib uplift at joint 5 and 356 Ib uplift at joint 7. 7) Following joints to be plated by qualified designer: Joint(s) 5, not plated. 8) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2 -10d nails. LOAD CASE(S) Standard Mahmound Zelfagnan, RE. consulting r s 13901 S.T. 108 KV *. Miami, Florida 33176 Phone 305. 253 -242 N. -4.24i13 Fl rlclo FvioRiott l [igitc in 1.r4Vr% o. 36921 SPecial Impttrotoyr to AA Job 6425 Truss V14 Truss Type GABLE --- n- PIy 1 RODRIGUEZ (R.C.) 0037 Job Reference (optional) DECO • TRUSS COMPANY INC., Princeton, FL 33032 6,500 s Jan 15 2007 MiTek Industries, Inc. Thu Sep 04 13:49:00 2008 Page 6-4 -8 8-4 -8 14-9 -0 1 1 1 1 1 6-4-8 2 -0-0 6-4-8 Scale = 1:24.4 5x6 = 5x6 = - 3.50 Fri 2 3 T2 �' •� 8 7 T1 T1 ��4_ ��AAA��4: 4s ��4_ ��1- e•_ ��_ ��A�� _�� 3x6 % 3x6 2x4 11 2x4 11 14-9 -0 14-9 -0 LOADING(psf) SPACING 2 -0-0 CSI DEFL in floc) Vdefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.43 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.31 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight: 45 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 6 -0 -0 oc purllns. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracipty .. OTHERS 2 X 4 SYP No.2ND • • • • • ••••• • • • • REACTIONS (Ib /size) 1= 251/14 -9-0, 4= 251/14 -9-0, 5= 448/14 -9-0, 6= 448/14 -9 -0 • • • • • • • Max Upliftl=- 254(LC 2), 4=- 254(LC 2), 5=- 340(LC 2), 6= 340(LC 2) • Max Grav1= 251(LC 1), 4=251(LC 1), 5= 542(LC 4), 6= 542(LC 3) • • • • FORCES (Ib) - First Load Case Only • • • • • • • • • • • • • • • • • TOP CHORD 1- 7 = -82, 2 -7 =53, 2 -3=14, 3 -8=53, 4 -8=-82 •••• • • • BOT CHORD 1 -6 =18, 5- 6 = -14, 4-5 =18 • • • • • • WEBS 3- 5 = -344, 2- 6= -344 • • • • •• •• •••• • NOTES 1) Unbalanced roof live loads have been considered for this design. • • • • • 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL =5.0psf; BCDL =5.Opsf; Category II; Exp C; Kd 1.00; enclosed; C-C Exterior(2) • • • • • 1 -0-4 to 4-0-4, Interior(1) 4-0-4 to 10 -8-12, Exterior(2) 10 -8-12 to 13 -8-12; Lumber DOL =1.33 plate grip DOL =1.33. • • • 3) Provide adequate drainage to prevent water ponding. • • • • • • • • 4) Gable requires continuous bottom chord bearing. • • • Provide mechanical connection others) of truss to bearing plate capable of withstanding 254 Ib uplift at joint 1, 254 Ib uplift at joint 4, • • • • 5) b (by ) 9P P 9 P� joint I� 340 Ib uplift at joint 5 and 340 Ib uplift at joint 6. LOAD CASE(S) Standard MaA rnoadnd Z1 1 t ; P E Consulting n �, Miami, 13901 S, W. y�108 : .,,e Miami, lf_"r).<:s0. 33176 hon 305-253-24211 I . {..3;0:5-' Florida pmfootmoi yt1 t}11 tjt:lflA 1., -t:nse No 36921 @ l i 1h )-t t .hi }° , r$t' No t k' 6 Job 6425 ' Truss V14A Truss Type GABLE 6 - Ply 1 RODRIGUEZ (R.C.) 0038 Job Reference (optional) DECO TRUSS COMPANY INC., Princeton, FL 33032 6.500 s Jan 15 2007 MiTek Industries, Inc. Thu Sep 04 13:49:00 2008 Page 1 • -2-4 -0 2 -7-8 14-5-8 1 1 1 2-4-0 2 -7-8 11-10-0 Scale = 1:29.1 3.50 12 4x6 = 2x4 II 2x4 I I 2x4 I I 3 II 4 5 14 6 3x6 T2 n n II 13 �� B U 2x4 — 2 ST' ST' W2 1 0 0 2 x 4 1 1 2 x 4 1 1 2 x 4 1 1 2 x 4 1 1 2 x 4 1 1 14-5 -8 14-5 -8 LOADING(psf) SPACING 2 -0-0 CSI DEFL in (Ioc) Udell Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.75 Vert(LL) -0.07 1 n/r 180 MT20 244/190 . TCDL 15.0 Lumber Increase 1.33 BC 0.14 Vert(TL) -0.12 1 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 7 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight: 58 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND *Except' TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc purlins, except T1 2 X 4 SYP No.2D end verticals. •••• BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. • WEBS 2X4SYPNo.2ND • • •••• OTHERS 2 X 4 SYP No.2ND • • • • • ••••••• • REACTIONS (lb/size) 11= 414/14 -5-8, 7=169/14-5-8, 10=253/14-5-8, 9= 463/14 -5-8, 8= 454/14 -5-8 • Max Horz11= 205(LC 2) • • • Max Uplift11 =- 654(LC 2), 7=- 170(LC 2), 10= 113(LC 2), 9 — 348(LC 2), 8=- 377(LC 2) •••• • • • • • • • • • • FORCES (Ib) - First Load Case Only •••• • • • TOP CHORD 2 -11 =- 364,1 -2 =55, 2- 13= -83, 3- 13= -66, 3- 4= -18, 4- 5= -18, 5- 14= -18, 6-14=-18, 6-7= -143 • •••• • BOT CHORD 10- 11 =37, 9- 10=18, 8 -9 =18, 7-8=18 • • • • •••• WEBS 3-10 =- 219, 4-9=- 380, 5-8= -367 • • • • • NOTES • • •••• • • 1) Wind: ASCE 7-02; 146mph (3- second gust); h =15ft; TCDL =5.0psf; BCDL =5.Opsf; Category II; Exp C; Kd 1.00; enclosed; C-C Exterle r(2) • •••• • • • • -2-0 -5 to 0- 11 -11, Interior(1) 0 -11 -11 to 11 -3-12, Exterior(2) 11-3-12 to 14 -3-12; Lumber DOL =1.33 plate grip DOL =1.33. •. • • •. • • 2) ProVide adequate drainage to prevent water ponding. • • • 3) Gable requires continuous bottom chord bearing. •••• 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 654 Ib uplift at joint 11, 170 Ib uplift at joint 7 , 113 Ib uplift at joint 10, 348 Ib uplift at joint 9 and 377 Ib uplift at joint 8. LOAD CASE(S) Standard Mahmound Zo iir'; .1. I' r, , �` nsu1ting E `&i ei s 13901. S.W. 108 t1.\-.�. Miami, Florida 33:" 76 . Phone 305-253-2428 F?,.R;. 23D - Florida Professional Engineering license No. 36921 Special Ixtspect._tr License No 63hf Tliarsti 2/11 I 00110 N E 2NO AVENUE FLORIDA 33138 1 1 1 1 7007 2680 0001 3276 4562 1 1 331 3a$2630 CO11 111 o Rodriguez e -- — vascisugg=exr 1 4E1' BOWES 1 6 0 U.S. POSTAGE P 5 5 3 5 4 9 2 1 2 5 8 5 05 32 0 J 11 16 2009 3940 MAILED FROM ZIP CODE 33 1 38 11111111111111111111111111111111111,11111111111111E112111117n U.S. Postal Service,. CERTIFIED MAILTi, RECEIPT (Domestic Mail Only; No Insurance Coverage Provided) For delivery information visit our website at www.usps.como COAL USE $ 9 $ 0'. Postage Certified Fee Retum Receipt Fee (Endorsement Required) Restricted Delivery Fee (Endorsement Required) Total Postage & Fees Postmark Here PS Form 3800. August 2006 See Reverse for Instructions Certified Mall Provides: © A mailing receipt a A unique identifier for your maiipiece a A record of delivery kept by the Postal Service for two years Important Reminders: • Certffied Mall may ONLY be combined with First -Class Mello or Priority Mail® m Certified Mall is not available for any class of international mall. NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables, please consider Insured or Registered Mall. m For an additional fee, a Return Receipt may be requested to provide proof of delivery. To obtain Retum Receipt service, please complete and attach a Retum fee Form `Return Receipt pt Reques applicable caNe postage fee waiver for edupied to retum receipt, a USPS® postmark on your Certified Mall receipt is © For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent. Advise the clerk or mark the mailpiece with the endorsement Restricted Delivery'. c If a postmark on the Certified Mall receipt is desired, please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mall receipt is not needed, detach and affix label with postage and mall. IMPORTANT: Save'this receipt and present it when making an inquiry. PS Form 3800, August 2008 (Reverse) PSN 7530.02- 000 -9047 SENDER: COMPLETE THIS SECTION • Complete items 1, 2, and 3. Also complete item 4 if Restricted Delivery is desired. • . Print your name and address on the reverse so that we can return the card to you. • Attach this card to the back of the mailplece, or on the front if space permits. 1. Article Addressed to: a 10090 N4 Av Mic n Singes fl 3 2. Article Number (Transfer from service label) PS Form 3811, February 2004 ▪ Complete items 1, 2, and 3. Also complete item 4 if Restricted Delivery Is desired. ® Print your name and address on the reverse so that we sari return the card to you. N Attach this card to the back of the mailpiece, or on the front if space permits. Domestic Retum Receipt 1. Article Addressed to: I O (CA ocIrt9u,3 10090 N 1a. Av team► Stn (YeS fl 33)3$ 2. Article Number (Itansfer from service label) PS Form 3811, February 2004 Domestic Retum Receipt COMPLETE THIS SECTION ON DELIVERY' A. Signature X B. Received by (Printed Name) ❑ Agent ❑ Addressee C. Date of Delivery D. Is delivery address different from item 1? ❑ Yes If YES, enter delivery address below: ❑ No 3. Service Type ❑ Certified Mail ❑ Registered ❑ insured Malt 4. Restricted Delivery? (Extra Fee) A. Signature X ❑ Express Mall ❑ Return Receipt for Merchandise ❑ C.O.D. 7007 2680 0001 3276 4562 7007 2680 0001 3276 4562 ❑ Yes 102595 -02 -M -1540 SENDER: COMPLETE THIS SECTION COMPLETE +THIS SECTION ON DELIVERY B. Received by (Printed Name) ❑ Agent ❑ Addressee C. Date of Delivery D. Is delivery address different from item 1? ❑ Yes If YES, enter delivery address below: ❑ No 3. Service Type ❑ Certified Mall ❑ Express Mall ❑ Registered ❑ Return Receipt for Merchandise ❑ Insured Mall ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) ❑ Yes 102595-02-M-1540 ^r- " Miami Skyline won Corp. 705 NE 130th Street North Miami, R,.331111 (305) 890-9696 Fax tom) MONO oMAce @miamiskylinecpnettuctiofoon 1 1 1 7613 va.e...e beee ri 1 7008 1300 0002 2920 6332 M I CL I 5k o iceA Vi 005o ; 2ND V�etin� h chit 5140ms 1 F - hdhullunflididukuhhdhhoinddhtdduhhd 04!7 PLACE STICKER AT TOP OF ENVELOPE TO THE RIGHT'' OF THE RETURN ADDRESS, FOLD AT DOTTED LINE 9 CER TIFIEDIMIAILTM r �R Date: 01/13/09 Certified Return Receipt #: Village of Miami Shores BUILDING DEPARTMENT UNSAFE STRUCTURES Notice of Violation Owner: Maria D Rodriguez & H. Claudio Rodriguez 10090 NE 12 Avenue Miami Shores Village 33138 Violation Address: 10090 NE 12 Ave Case Number: DEMO- 1 -09 -58 MIAMI SHORES FL 33138 Legal: MIAMI SHORES SEC 8 REV PB 43-67 LOT 17 BLK 177 LOT SIZE IRREGULAR 75R- 229982 COC 21711 -4759 09 2003 1 Folio #: 11- 3205 - 019 -0380 Building Official's Order: RENEW PERMITS FOR RENOVATIONS The above described structure has been inspected by this department and found to be unsafe as defined in the provisions of Chapter Eight of the Miami -Dade County Code Section 8 -5 (a) (3)), Chapter 1 of the Florida Building Code and Miami Shores Village, Code of Ordinances Section 12- 257.(2). In accordance with the provisions of Chapter Eight of the Miami -Dade County Code, you are directed to correct the violations as ordered by the Building Official within thirty (30) days. Unless there is compliance with the Building Officials order, or an appeal is filed, a public hearing before the Unsafe Structure Board will be initiated by the Building Official after the time of compliance has expired, or the Building Official order will be enforced in accordance with the provisions of Chapter Eight of the Miami -Dade County Ordinance without further notice to you. Appeals may be brought according to the provisions of the Miami -Dade County Code Section 8 -5. Appeals based on personal or economic hardship will not be considered proper unless the appellant also states wherein the Building Official is believed to be in error. The appeal shall be in the form of a certified statement stating the reason for such an appeal and wherein you consider the Building Official to be in error. The appeal must be received by the Building Official no later than (30) days from the date of mailing this notice. See below for conditions of Violation. Additional specific details may be obtained in writing from the Building Official upon request. The structure has been partially renovated and all permits have expired. By the provisions of Chapter Eight of the Miami -Dade County Code and the Florida Building Code, you are responsible for all enforcement costs, including appellate processing costs incurred by Miami Shores. The property will be subject to a lien for those costs if payment is not made upon request by the department. No work or demolition can be performed without obtaining the correct permit through the Miami Shores Building Department. Case Number: DEMO- 1 -09 -58 Nyman Bruhn, CBO Building Official BUILDING PERMIT APPLICATION FBC 2004 Permit Type: Mechanical JJ Q Owner's Name (Fee Simple Titleholder) C l a VC1 1 O T� YI Phone # 30$x- Z! (o' 222 Owner's Address ° I05 Nb - S fy e-� City kt4 t &rY)1 ,5I410Yi State Tenant/Lessee Name Phone # E -MAIL: Job Address (where the work is being done) . 100 N 1 2 ' - V.2h City Miami Shores Village County Miami -Dade Zip 33! 57 FOLIO / PARCEL # Is Building Historically Designated YES NO Y' Contractor's Company Name State Certificate or Registration E -MAIL: Value of Work For this Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 7 Tel: (305) 795.2204 Fax: (305) 756.8972 zip 3 313 a.1.UYG_Q;101'Jl / n e # r Contractor's Address 5g7 City F(c r 04i4.5 5 State Pr Zip 331 g 0 Qualifier Name ' og2S Architect/Engineer's Name (if appljoa'bt; )1 zs-K z,,v, Master Permit No. RC - _ 4U2- Phone # 0 6 — 53(4 a p 3y3 Certificate of Competency No. Square / Linear Footage Of Work: Submittal Fee $ Permit Fee $ 1,90 t CCF $ Bond $ Code Enforcement $ Double Fee $ Phone # Structural Review. $ Total Fee Now Due $ 7rase,mzWMci SEP 0 4 2009 jj - Permit No. - q ` � - o ?t c 1--5 -05((3 3c75-7-SS 2 3 J g Type of Work 1 t i. t ['Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Wa t�` f� a---1 t2 r L te.-e _ * * ** * * * *x * * ** * CO /C C Notary $ Training /Education Fee $ Technology Fee $ Scanning $ v' Radon $ DPBR $ Zoning $ /C 9r" See Reverse side —+ RI? Bonding Company's Name (if applicable) Bo[tding Company's Address City State Zip 4• Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. l certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. . I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCIN -. CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE. OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, t applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be deliver • : • the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement m e posted at th ' • • b site for the first inspection which occurs seven (7) days after the building permit is issued. In the absen < o such postetice, he inspection will not be appro and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this 17 11'1 day of ,.‘U Ly , 2001, by CI aUCtlO �ll lC who is personally known to me or who has produced As identification and who did take an oath. NOTARY . ' UBLIC: Sign: Print: Be Iil 4C11i -D s APPLICATION APPROVED BY: (Revised 02 /08/06) Contrac r ent was ackn edged befo e me this 2 / , 20 Oi, by /�.O 4ef='0 / who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC - STATE OF FLORIDA Lidisis Y. Rivas Commission # DD620574 Expires: DEC. 06, 9010 O EpU ATLANTIC BONDING CO., INC, The foregoing ins day of JJ`' NOTARY PUBLIC: MARIA MAGALDI Notary Public, State of Florida Commission #DD762313 My Commission Expires Feb. 25, 2012 Sign: Print / /S /5 Z My Commission Expires: Dee,- 0(p / 9-01 D My Commission Expires: F4,12 2013. • 'de a4x de',Y oY 4r$x,Yxot x,itiexeYx &oYxxxa aBde a4geexxxx,Y x,$$¢x�e�Y4e stxakx &xx$x Plans Examiner Engineer Zoning TO: NIIAME SHORES VILLAGE Buiding Department Ref: CHANGE SUBCONTRACTOR HVAC Subcontractor I would like to request a change of HVAC Subcontractor ,for the above mentioned permit, original Subcontractor was CHOICE MECHANICAL and the new Subcontractor will be FAJ AIR CONDITIONING CONTRACTOR INC.License CAC 042572. Please proceed with the above requested and the new HVAC Subcontractor will pull the permit providing all new documentation. RESPONSE BY: CLA IO RODRIGUEZ Pre 5 ui DATE: March 13, 2009 liermIt No.: MC 90718 ATE: March 13, MARIA MAGALDI foF ° Notary Public, State of F 9Ts,; Commission FoF�oe My Comm 62313 ires Feb. 25, 2012 ENb Complete Items 1, 2, and 3. Also complete item 4 if Restricted Delivery is desired. Print your name and address on the reverse so that we can return the card to you. ® Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: nC rril 6 VI lo 10050 Wt 2 1 4-u llvi rcomv 33138 2. Article Numb (Transfer fron 7008 1300 0002 29ei' 6332 PS Form 3811, February 2004 TE HISS SEGT�ON „ ELi f Domestic Return R =4?t elved by (Printed Name) it ery address different from Item 1? 0 Yes ,, enter delivery address below: 0 No ^isr4ce Type r_t,f 1_'ertified Mall 0 Express Mall C. l Flegistered 0 Return Receipt' for Merchandise i insured Mall 0 C.O.D. �. fisstricted Delivery? (Extra Fee) 0 Yes eff to),. soplaggIVIVYMIAtilg +dlZ 'M OS' Q!c, MEIN xdeugsod ebelsod 1 gp ijnbe}t ;ueweeaopu3) i hleMieO PelaWt3ed lrhsd tuewealcpua) •.:� tdleoea undea Poore° ru _A r '1.1 Er w ru ❑ Agent 0 Addressee C. Date of Delivery 102595 -02 -M -1540. N' BUILDING PERMIT APPLICATION FBC 2004 Permit Type: Mechanical Owner's Name (Fee Simple Titleholder / . , veL O ;� Phone # �� _a ((�, - a a 8.d�- Owner's Address `? 2 5 /v /,� i" City P f, 54 - ee..s State Tenant/Lessee Name E- MAIL: Job Address (where the work is being done) L. Q ® 9 o 6 1.2 a v e City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name J Jezi /, Ar i i met®a hone# Contractor's Address SSW keykk. l7� City F-i rf'tvril Sh/(14 S State Pi Qualifier Name 2 e - i° 7 State Certificate or Registration No. (34Q CPS/Z1 E -MAIL: Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Type of Work: ❑Addition ❑Alteration ❑New ❑ Repair /Replace Describe Work: Submittal Fee $ Permit Fee $ U V Notary $ Training /Education Fee $ Scanning $ x**** ******* *********** *** sex***** ***** ees ***** **** ******************** ******* *****xx CCF$ Radon $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DPBR $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ MAR 5 � 21109 MIAMI SHf1RFS VII I ACF Permit No. 1 C - ® 7-- i S 79 Master Permit No. A G ..21 _ 04._ 70 a. Zip 33 f3� Phone # Zip 3 3 / Phone # ?1'G _ 5 (? —© t3'.3 Certificate of Competency No. Square / Linear Footage Of Work: r -5 0 --a 3 (/3 Technology Fee $ Zoning $ Total Fee Now Due$ See tCEIVED MA 1 VOU9 1110110■• -- ess_ak 15= CO /CC Reverse side - ❑ Demolition Bonding Company's -Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: l certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such post d notice, the inspection will not be approved an ' einspection fee will be charged. Signature ice' Owner or Agent The foregoing instrument was acknowledged before me this e The foregoing instrument was acknowledged before me this ,- dardf C. a , 20 061)y 'L-/si:IA ' � C) V ,day of , 20 by who is personally lkn wn to me or who has produced NOTARY PUBLIC: Si n: Print: t1/43. My Commission APPLICATION APPROVED BY: (Revised•02/08 /06) As identification and who did take an oath. who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: MARIA MAGALDI Notary Public, State of Florida ' My ommission Expires Feb. 25, 2012 'rn1 My Commission MARIA MAGALDI Notary Public, State of oriel loanirtnistIbli ti` My Commission Expires Feb. 25, 2012 Plans Examiner Engineer Zoning Y' Owner's Name ( F e e Simple T i t l e h o l d e r ) C I O U i 0 RZ c`rt g Viet_ Phone # 305 - Z I la - 222'4 Owner's q 25 s Address e 's City 1` lic&w ` 9110 le- State 11 avi c1c- Zip 33 l38 Tenant/Lessee Name 1‘.l I a. Phone # , KS/14 Job Address (of where the work is being done) 1 b U q O N C 1 25"` A UP-X1 ue_3 Count Ad Zip 3 31353 city fvt i aw►; 5 kove-s Miami Shores Village Building Department RECENVE MAR) 2609 LEI to, Change of Contractor KM--1V11 Legal Description Contractor's Company Name Ra4o 4 60,4ktioiii.& deAlwritiol• _2 Contractor's Address 58 e /40 ke `ta City VI i tit — r r i tlgS State Dr- Qualifier Describe Work: ` ( n ec z , w d4 ' r 4- �-• s „, I hereby certify that the work has been abandoned and /or the con , '.'ctor is unable or unwilling to complete the contract. I hold the Building Official an& the Village of Miami Shores harmless from all legal involvement. Signature �� Signahu Owner or Agent The foregoing instrument was acknowledged before me this Z5 The foregoing instrument was acknowledged before me this day of ��r briny 20 , by C- I G.UGE i 0 ROCIT i 9 ue.L who is personally known to me or who has produced As identification and who did take an oath. NOTARY ' i1: IC: • d . Sign: • Print: My Commission Expires: Rev. 09/19/03) Florida Zip Permit No. NOTARY PUBLIC: Sign: Print: ,Z/d/51.5 /1 Phone # ?86 - 5 - 03'13 /6 (0 day of 1- lartin , 20 06, by R 70 7JaRbO who is personally known to me or who has produced as identification and who did. take an oath. My Commission expires: NOTARY PUBLIC - STATE OF FLORIDA MARIA MA Lidiss. Y. Rivas Notary Public State 0, a �• Commission # DD620577 *. �ld�k# Dt' �IA13y' J ��**. t��. t. �* ��* �t. t�� *�� My Cammisskn ExAtres Feb. 25, 2012 BONDED THjt' A 0 � 1 G CO, INC. r4 p !J SA M' sKyLi CONSTRUCTION CORP. Srarr CERZTR7t{ri 139:11.DINC € orors orrors TO: MIAMI SHORES VILLAGE DATE: March 13, 2009 Buiding Department Ref: CHANGE SUBCONTRACTOR HVAC Subcontractor Permit No.: MC 9071899 I would like to request a change of HVAC Subcontractor ,for the above mentioned permit, original Subcontractor was CHOICE MECHANICAL and the new Subcontractor will be FAJARDO AIR CONDITIONING CONTRACTOR INC- License CAC 042572. Please proceed with the above requested and the new HVAC Subcontractor will pull the permit providing all new documentation. RESPONSE BY: CLA IO TITLE: Pre 5(c( ,, `t (/ wVLg ATE: March 13, 2 MARIA MAGALDI Notary Public, State of v - Commission My Commi 62313 Tres Feb. 25, 2012 Is Building Historically Designated YES Miami Shores Village vccovutArA Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING An :fl Permit No. � 18 C A PERMIT APPLICATIO D ' © 1p Master Permit No. FBC 2004 SEP © r Permit Type: Mechanical 8Y: ........ Owner's Name (Fee Simple Titleholder)C 1 -y v ; rte nom Phone # 3c) 5 Z 1 2 2 21 Owner's Address l 2 5 Q City I t. 5 tv 424-G State F( Zip 3 1 3 g Tenant/Lessee Name Phone # E -MAIL: Job Address (where the work is being done) j, 0 0 av - Cit Miami Shores Village County Miami - Dade Zip ' (1 FOLIO / PARCEL # NO Contractor's Company Name C.)r cIX Cf✓ ee korttcAL , Phone # 3c 5 -4 6 -G4s Contractor's Address 1c111:, Qu) -1L\ ikVe. City NU)t■Ak; State . L . Zip 33110._ Qualifier Name t�l- Sc \S State Certificate or Registration Na C�Y1CO 63 g Certificate of Competency No. E - MAIL: .C k o C. - MC traL . C,.91v∎. Architect/Engineer's Name (if applicable) M a,r K 0 v-1,1 F (I Phone # 0 5 _ 5 y — Value of Work For this Permit $ - 47 ) 5 Square / Linear Footage Of Work: � t.) ci--f? 5 5.. f Type of Work: [ddition DAlteration New L�J R pair /Replace El Demolition Describe Work: t 104 '5 4 l h A . k a d - f-,,. ******** *** *** * ***************** ***** * . S ** *a*****xx xx n4. toY* xxxxx*x*x******** ***** **** Submittal Fee $ Permit Fee $ Notary $ Training /Education Fee $ Scanning $ „00 Radon $ Bond $ Code Enforcement $ Double Fee $ DPBR $ Structural Review. $ Total Fee Now Due $ Phone # 3436- 46$ 9454 0 CCF $ 4- co /CC Technology Fee $ Zoning $ 218'. 4,. See Reverse side -+ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. l certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issue In the absence of such posted notice, the inspection will not be approved «, einspection fee will be charged. Owner agent The foregoing instrument was accicn wled day of t , 20 C7 by l Signature Sign Prin t uer who is personally known to me or who has produced As identification and who did take an oath. MAYLIN Y. MADRID 1111111111=11111 Comm# 000288819 Expires 2/1/2008 Bonded Wm (800)432.4254$ Ft ride Notary ., Inc • NOTARY PUBLIC: itipozip APPLICATION APPROVED BY: (Revised-02 /08/06) Signature me this 2Z The fore t CIXAS - Contractor edged before m . oing instru ent was ackn day of 4 .1 d.". ,20d who is person. Ily known to me or who has produced as identification and who did take an oath. semi ` MAYLI N wY...�M��ApDwRIIDmee� 1.;V:j' Comm# 000288819 �. v aU o t3 Expires 2H /2006 ' Bonded 81/8 (800)432 -4254 ?;;%;.,0-4, Florida Notary Assn., Inc 3 NOTARY PUBLIC: Sign: Print: ILifryl,,J y H3»D v My Commission Expires: My Commission Expires: , Y, t***** 9r' le**** deie* *******,4xx,h**** *****u******* **** ,kxxxxxxxx xxx *, ** * dada**^&* 5ex iede ,Ytie4c****x &xx+89cxdeecatixxxx xic, *** Plans Examiner Engineer Zoning TUB UNIT • FEE ITEM SWITCH OUTLETS UNIT FEE ITEM SPACE HEATERS UNIT FEE T LIGHT OUTLETS CENTRAL HEATING USHER RECEPTACLES A/C (WIIQ) OSAL SERVICE TEMPORARY A/C (CENTRAL) 23 I1( ING FOUNTAIN SERVICE SIZE IN AMPS DUCT WORK 1 R DRAIN SERVICE REPAIR/YETER CHAN3E REFRIGERATION LSE TRAP APPL IANCE OUTLETS _ PROCESS AND PRESS PIPING ACEPTCR RANGE TOP UNDERGROUND TANKS 1TORY OVEN ABOVE GROUND TANKS CRY TRAY WATER HEATER U.F. PRESSURE VESSELS HS WASHER IOTCRS 0- 1 If STEAM BOILERS y MOTCRS OVER 1- 3 If I-OT WATER BOILERS <, POT/3 COW . MOTORS OVER 3- 5 If MECHANICAL VENTILATION {, RESI(ENCE MOTORS OVER 5- 8 if TRANSPORTING ASSEMBLIES {, SLOP MOTORS OVER 8- 10 HP ELEVATORS/ESCALATORS . PCRARY WATER CLOSET MOTORS OVER 10- 25 If , FIRE SPRINKLER SYSTEMS NAI. MOTORS OVER 25-100 HP COOLING TOWERS ER CLOSET MOTORS OVER 100 If VIOLATION IRECT - WASTES A/C W1WOW REINSPECTION ER SUPPLY TO: AIR CONDITIONERS JC UNIT STRIP HEATER IRE SPRINKLER GENERATORS TRANSFORMERS !EATER -NEW INST. GENERATORS TRANSFORMERS 1 'EATER- REPLACE GENERATORS TRANSFORMERS .AWN SPRINKLER -WELL SPECIAL PURPOSE - , ;MINIM P001. OUTLETS COMMERCIAL EATER SERVICE SIGN TUBES _- ER CONNECTIONS SIGN TRANSFORMERS LITY- SEWEER SIGN TIME CLOCK LITY- WATER FIXTLRES . 'TIC TANK ANTENNA AY TELEVISION CUTLETS . ti INFIE10, 4' TILE/RES. VIOLATION P & ABANDON SEPTIC TANK REINS'ECTION RAGE PIT CU. FT. 'CH BASIN CHARGE WELL GESTIC WELL • :A DRAIN 3F INLET I -AR WATER HEATER '. - 2E STANDPIPE T R PIPING 'IN SPRINKLER SYSTEM - 3 RANGE • TER SET (GAS) 3 PIPING PLUMBING ADDENDUM TO BUILDING PERMIT APPLICATION APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. TAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) • ELECTRICAL MECHANICAL Inspection Number: INSP -60920 Scheduled Inspection Date: January 12, 2010 Inspector: Perez, JanPierre Owner: RODRIGUEZ, CLAUDIO & MARIA Job Address: 10090 NE 12 Avenue Miami Shores, FL Project: <NONE> Contractor: FAJARDO AIR CONDITIONING Building Department Comments January 11, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 j2cc:fl1OZ Permit Number: MC -9 -07 -1899 Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number 305/216 -2224 Parcel Number 1132050190380 BUILD NEW ADDITION REMODEL BATH AND KITCHEN A/C Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Page 23 of 23 BUILDING PERMIT APPLICATION FBC 20 Type of Work: Describe` or Miami Shores Village FUTUrC\F II SEP 0 4 2009 Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ❑New ❑ Repair/Re . lace BY: Permit No. E O9A Master Permit No. C .. - O 3-- - 7-0 Permit Type; ELECTRICAL //" /� /� Owner's Name (Fee Simple Titleholder) C lefvolt J Lo A t.[ ( Ebene # Owner's Address C r Z 5 k 5 t'f/ City IY a S k State F(. Zip L 3 2 Tenant/Lessee Name Phone # G. - Email Job Address (where the work is being done) / O 0 ?(.O A1S_ City Miami Shores Village County Miami -Dade FOLIO / PARCEL # Is Building Historically Designated YES NO Flood Zone Contractor's Company Name ( PS L ,P 4:C' C- Phone # 3 0s 6 345 0 Contractor's Address /0 ®O ,4 fC) Z9 ,4- City 07 / State Zip Qualifier Name may/ Aryvk p(da Phone # 3 os' 6 3 ' State Certificate or Registration No. € R..0 0 / / O 2_0 Certificate of Competency No. C) 6 0 /472 �! 3 z 2 2..LJ Zip Contact Phone E -mail Architect/Engineer's Name (if "Q, l b � ' 1 C a c� � Phone # 3 9 S _ �` S —2- DAlteration 1/ ' 5 a ❑ Demolition Value of Work For Y Y Square / Linear Footage Of Work: ***************************************F ,x **** * * * * ******* *** * * * * *** x** ** * * *** * *** * ** Submittal Fee $ Permit Fee $ e G 6 CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ 7 Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ X1) - See Reverse side - Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation ha commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulatin: construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS WELLS. POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with al applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice. the inspection will not be approv reinspection fee will be charged. Signature Owner or The foreboin instrument was ac day of i fJ , 2(10 by NOTARY "'UBLIC: Sign: Print: My Commission Expires: APPLICATION APPROVED BY (Revised 07/10/07) (0 fore meta who is pers.nally known to me or who has produced 4 As identification and who did take an oath. as identification and who did take an oath. S, ign: Nte ' o M y Commissio ** *** * **** * *** * *** ** * * * * ** ** * * ** :.:.z.,.:.:_, *** * * * * ** * * * * * ** **** ** * ***** *** * The foregoing instrument was acknowledged / be / foore me this /0 y of .F , 200 by 1 / 9/ / e Engineer Signature who i 4/S /' Plans Examiner NOTARY PUBLIC: Contractor me or who has produced Zoning Clerk checked Project Address 10090 NE 12 Avenue Miami Shores Village, FL Owner Information Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 CLAUDIO & MARIA RODRIGUEZ Contractor(s) CPS ELECTRIC, INC. Phone 305 - 607 -8221 Cell Phone Type of Work: ADDITION Additional Info: Classification: Residential Fees Due CCF Education Surcharge Permit Fee - Additions /Alterations Scanning Fee Technology Fee Total: Amount $3.60 $1.20 $192.50 $3.00 $4.81 $205.11 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL PLUMBING, MECHANICAL WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Thursday, October 25, 2007 Permit Permit NO. EL -9 -07 -1897 Permit Type: Electrical - Residential Work Classification: Addition /Alteration Permit Status: APPROVED Issue Date: 10/2512007 Expiration: 04/22/2008 Parcel Number 1132050190380 Block: Lot Address 335 NE 101 ST MIAMI SHORES FL 33138 Phone 305/216 -2224 Total $ 0.00 $ 0.00 Payment Type: Amt Paid I Amt Due $ 0.00 N.)41f,irOAN 2 9 PAID Applicant Valuation: Total Sq Feet: CLAUDIO & MARIA RODRIGUEZ Available Inspections: October 25, 2007 Date Cell $ 5,500.00 0 Inspection Type: Fire Alarm Service Change Underground Rough Alteration Relocation Meter Box Final w. w. 1 BUILDING PERMIT APPLICATIO 1 "vvI FBC 2004 SEP 0 7 2W BY:.... -6 _-- - - - - -- Permit Type: Electrical Owner's Name (Fee Simple Titleholder)C j749 Toz S4.42 Z Phone # F 2 y Owner's Address /z 5I..� Cit n. 5 h. ®r a'S State ( Tenant/Lessee Name E -MAIL: Job Address (where the work is being done) J.8e:7 et 0 /' F 1 2 2. N� City Miami Shores Village FOLIO / PARCEL # Contractor's Company Name d/9S Contractor's Address (5) NW 3 City "/ Qualifier Name State Certificate or Registration No. Fie a o S Value of Work For this Permit $ 5 5 4t7 Structural Review. $ Radon $ Miami Shores Village ble Building Department LUrcin0 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 County Miami -Dade Is Building Historically Designated YES NO e /G tate fib Type of Work: Whdition IZAlteration :New Describe Work: j Ly °r Submittal Fee $ Permit Fee $ jfroa Notary $ Training /Education Fee $ Scanning $ . (V DPBR $ Bond $ Code Enforcement $ Permit No. , F10T/ +1 ern Master Permit No. zip 3 13' Phone # Zip Ai? Phone # 30 964 9rsc 2 Zip 331cs) Phone # Certificate of Competency No. CC -00 0 ad /72 3 E -MAIL: y , Architect/Engineer's Name (if applicable) 11 k ai.,,, r Phone # 3 9 5- - 4 5 4 . 2 > 1- 2 Square / Linear Footage Of Work: ` S *** xxxxx *x * * * * * ** * * * * * * * * * * * * * * * * * F ees ************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Double Fee $ ❑ Repair/Replace Total Fee Now Due $ ❑ Demolition (� o CCF $ - `E� C O/CC Technology Fee $ 4-gl 1 Zoning $ See Reverse side --> Bonding Company's Name (if applicable) Bonding Company's Address City Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to 9btain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. l understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approyed a a r inspection fee will be charged. Signature , Signature Owner or Agent Contractor The foregoing instrument was ackn wledged before me this 20I The foregoing instrument was acknowledged before me this 7 day ofAAiL , 2007, by P uM e` , day of '' ° , 20 07, by 4 t"e7 who is personally known to me or who has produced who is As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) State ....u.......uw.s MAYUN Y. MADRID agionbii Comm# DOOMS* J '�"a3�' 2/1/20013 P0 v °. 7 Bonded thru (800)432.4254 Florida Plotary Assn., Inc ersonally know NOTARY PUBLIC: Sign: Print: My C4itmriliSion Expires: o me or who has produced *x*** 4deu x****x*x xx isx xxxxw **x***x* **** * w * ***x *le *** 4, Yoe * **x*x* le* * ** *x * **** ***iv *x /' .Z.' Plans Examiner Engineer Zoning I I TUB UNIT FEE ITEM SWITCH OUTLETS UNIT Fri FEE • ITEM. SPACE HEATERS UNI•. ;T LIGHT OUTLETS 2 CENTRAL HEATING HASHER RECEPTACLES 3.4 A/C (WIND) %OSAL SERVICE TEMPORARY A/C (CENTRAL) XING FOUNTAIN SERVICE SIZE IN AMPS DUCT WORK A DRAIN SERVICE REPAIR/IETER CHANGE 1_ REFRIGERATION .SE TRAP APPLIANCE OUTLETS PROCESS AND PRESS PIPING ERCEPTOR RANGE TOP UNDERGROUND TANKS MAY OVEN ABOVE GRUM TANKS TRY TRAY WATER HEATER, U.F. PRESSURE VESSELS THES WASHER MJTCRS 0- 1 HP STEAM BOILERS h'ER MOTORS OVER 1- 3 FP HOT WATER BOILERS K, POT /3 CC%P. MOTORS OVER 3- 5 HP MECHANICAL VENTILATION K. RESIDENCE MOTORS OVER 5- 8 HP TRANSPORTING ASSEMBLIES I I I K, SLOP MOTORS OVER 8- 10 HP ELEVATORS/ESCALATORS PORARY WATER CLOSET MJTCRS OVER 10- 25 HP FIRE SPRINKLER SYSTEMS NAL MOTORS OVER 25-100 HP COOLING TOWERS 'ER CLOSET MOTORS OVER 100 FP VIOLATION URECT-WASTES A/C WINDOW REINSPECTION 'ER SUPPLY TO: AIR CONDITIONERS 1 VC UNIT STRIP HEATER "IRE SPRINKLER GENERATORS TRANSFORMERS tEATER -NEW INST. GENERATORS TRANSFORMERS tEATER- REPLACE GENERATORS TRANSFORMERS .ANN SPRINKLER -WELL SPECIAL PURPOSE PIIM,IIN'G POOL OUTLETS COMMERCIAL - 1ATER SERVICE SIGN TUBES 1ER CONNECTIONS SIGN TRANSFORMERS :LITY- SEWER SIGN TIME CLOCK 'CITY- -WATER FIXTURES 'TIC TANK ANTENNA .AY TELEVISION OUTLETS kINFIELO, 4' TILE/RES. VIOLATION P & ABANDON SEPTIC TANK REINSPECTION !(AGE PIT CU. FT. rCH BASIN CHARGE WELL 4ESTIC WELL • EA DRAIN • JF INLET t • LAR WATER HEATER RE STANDPIPE JL PIPING ?N SPRINKLER SYSTEM S RANGE TER SET (GAS) S PIPING ADDENDUM TO BUILDING PERMIT APPLICATION 'APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS ,TAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATI • PLUMBING ELECTRICAL MECHANICAL Inspection Number: INSP -60904 Scheduled Inspection Date: January 12, 2010 Inspector: Devaney, Michael Owner: RODRIGUEZ, CLAUDIO & MARIA Job Address: 10090 NE 12 Avenue Project Contractor: CPS ELECTRIC, INC. Building Department Comments January 11, 2010 9T0 /Z00 Li Miami Shores, FL <NONE> Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 2C_f,1 -�2 Permit Number: EL -9 -07 -1897 Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number 305/216 -2224 Parcel Number 1132050190380 Phone: 305- 607 -8221 BUILD NEW ADDITION REMODEL BATH AND KITCHEN ELECTRICAL WORK Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments For Inspections please call: (305)762 -4949 Page 22 of 23 SSD IAUP3S O'IMIA MVOS VZVQ 0£6L 689 009 T %Vd EC :TT OTOZ /ZT /T0 d -�11,� 1YL BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) CJax1 Owners Address 1 2 5 PE- ei g (1,..42_T-.e....5 s t° City t I e 5 State 'r Tenant/Lessee Name Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Electrical Job Address (where the work is being done) 1 0 9 0 L City Miami Shores Village County Miami -Dade FOLIO / PARCEL # Type of Work: ❑Addition ['Alteration Describe Work: Training/Education Fee $ 0 40 Submittal Fee $ Permit Fee $ Notary $ 100 Scanning $ ( 'On Radon $ Bond $ Code Enforcement $ Structural Review. $ DPBR $ Permit NoDEMJ 07" `��p Master Permit No. Plumbing Mechanical Double Fee $ . Phone # Zip - 5 Phone # Total Fee Now Due $ 1 )5 Zip t 3 Is Building Historically Designated YES NO Contractor's C o m p a n y N a m e Y �1 P 15 ) )1' . C, S jP- Phone # 36S , U ! / 4 ' "/ 6 Contractor's Address r,■ 1561 r„.i,,...4,_ / City / V 1, .k 1 State Zip 33 1 (0 / / Qualifier Name e ,kicyt6 `e Q,L(r Y - Z— Phone # 205 - 216 r . c State Certificate or Registration No. ( 69 a. 05 7C)75 Certificate of Competency No. Architect/Engineer's Name (if applicable) I°'IJQx._ A ( 'lg8e -L Phone # O5 76v-2-3) S Value of Work For this Permit $ I .S 0-0 Square /Linear Footage Of Work: 2. Soo t fi ❑ w ❑ R pair/Replace demolition ley-. 1 1 ri C7v) U. 9 ************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** • CCF $ 1. g0 CO /CC Technology Fee $ g Zoning $ See Reverse side -* Roofing FEB 2 8 2007 B Y :- Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that.no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AN'i'1DAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and . .. ection fee will be charged. Signature Owner or Agent The foregoing instrument was acliolowledged before me this 21,g day of 20 Yf, by OIA010 ' tZt6 , NOTARY PUBLIC: (Revised 02/08/06) My Commission Expires: APPLICATION APPROVED BY: who is persona to me or who has produced As identification and who did take an oath. pgp,YLIN Y. MAD Como '' 3 E 2/11 ? Bonded t vu (800 2 - 4254 Sign. / .... Fla :da Plotery Aes G� usuu...iu... Q , i 1LDet D The foreg ' g instrument was acknowl - u ged ' - fore me this day 010 2001 by wh is pe onally known to me or who has produced . as identification and who did take an oath. NOTARY _� LIC: <: argo. Sign: di . � , °,- comma on #D ► c s oi�.�r , .�.u�r; . • n. 1 Print My Co Plans Examiner ► Engineer Zoning Inspection Date: January 20 2009 Inspector: Bruhn, Norman Owner: FISCHER, ELAINE Job Address: 10090 NE 12 Street NE Miami Shores Village, FL Project: <NONE> Contractor: MIAMI SKYLINE CONSTRUCTION CORP Building Department Comments January 21, 2009 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Demolition Inspection Type: Final Work Classification: Building Phone Number Parcel Number 1132050190380 Phone: 305 -754 -2700 Page 1 of 1 Passed Inspector Comments CC /f � L / (D Pe-L p /Ti p...- / 7 a o1 l (3f- �T- Failed p /C7 if . Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: January 20 2009 Inspector: Bruhn, Norman Owner: FISCHER, ELAINE Job Address: 10090 NE 12 Street NE Miami Shores Village, FL Project: <NONE> Contractor: MIAMI SKYLINE CONSTRUCTION CORP Building Department Comments January 21, 2009 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Demolition Inspection Type: Final Work Classification: Building Phone Number Parcel Number 1132050190380 Phone: 305 -754 -2700 Page 1 of 1 6/10/2009 Permit Number: Permit Type: Job Address: To: Current Owner Expiration Date: Date of Last Inspection: Dear Sir or Madam, MIAMI SHORES VILLAGE Building Department 10050 NE 2 Ave, Miami Shores FI, 33138 Tel: 305 - 795 -2204• Fax: 305 - 756 -8972 DEMO -2 -07 -396 Demolition 10090 NE 12 Avenue Miami Shores, FL 07/22/2009 01/27/2009 Our records indicate that the above referenced permit will expire in 42 days. In order to serve you better, we are notifying you that work on this project must have an approved inspection or the permit will expire. As per section 105.4.1 of the Florida Building Code, "Every permit issued shall become invalid (expired) unless the work authorized by such permit is commenced within six months after its issuance, or if the work authorized by such permit is suspended or abandoned for a period of six months after the work is commenced" Please be advised that expired permits will create additional fees and hinder your ability to refinance or sell this property. Please contact the Building Department, well in advance of the permit expiration in order to allow sufficient time to take care of this matter. To schedule an inspection please call 305- 762 -4949 Sincerely, a.. . au rsi (CBO) 6/10/2009 To: Current Owner Permit Number: Permit Type: Job Address: Expiration Date: Date of Last Inspection: Dear Sir or Madam, Sincerely, Gil owtan avian (CBO) MIAMI SHORES VILLAGE Building Department 10050 NE 2 Ave, Miami Shores FI, 33138 Tel: 305 - 795 -2204• Fax: 305 - 756 -8972 EL -3 -07 -490 Electrical - Residential 10090 NE 12 Avenue Miami Shores, FL 07/21/2009 01/29/2009 Our records indicate that the above referenced permit will expire in 41 days. In order to serve you better, we are notifying you that work on this project must have an approved inspection or the permit will expire. As per section 105.4.1 of the Florida Building Code, "Every permit issued shall become invalid (expired) unless the work authorized by such permit is commenced within six months after its issuance, or if the work authorized by such permit is suspended or abandoned for a period of six months after the work is commenced" Please be advised that expired permits will create additional fees and hinder your ability to refinance or sell this property. Please contact the Building Department, well in advance of the permit expiration in order to allow sufficient time to take care of this matter. To schedule an inspection please call 305 - 762 -4949 C.ls i 10010 N. E. 2w o AVENUE F L O R I DA 33138 Current Owner 10090 NE 12 Avenue Miami Shores, FL 53 1..6 +26 =.O (Mailed From 33138 06; 1212009 031A 0004185017 RETURN TO SENDER VACANT UNABLE TO FORWARD MCI 3313+8 *2808-00528-12-39 Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: 6 cot p iti&I 7 117 it Perm No. Opening D Description of Window P Product Acceptance P Product Approval O Opening Design R Rough Opening S Shutter Required M Mullion Required I Impact ID o or Door or Mullion N Number ' D Design Pressure P Pressure S Size Y Yes / o Y Yes / No Y Yes / No ( +) PSF () PSF ( ( +) PSF ( -) PSF s r r7 '3 r 'h�' O O G - C 61.o 4 415 .-7 4 4- 5.3 % >. k. - - 7. � - � �� t L Li 4 s / -, S Siiv " 4t i ' ' 6 : . O OC . 6,e? _O7 = = -4 7r:e - 71_6 - -- i.t, t-L �•s 3 3 6 41 i iv* o o d d'l E r1 r � 6-(✓4-. •• • ®e • • • • • • •• • • • • • • • •• •• • • • —�^ ••• • • • •• • • • • . • • • • • • • • •• •• Date: October 12.2007 P Village of Miami Shores Building Department 10050 N.E. 2n Avenue Miami Shores, Florida 33138 Permit # RC -07 -702 Attn: Building Department, Mark A. Campbell, Architect State of Florida: #0011074 Re: Rodrigues Residence 10090 N.E. 12 Avenue Miami Shores, Florida 33138 Rodriguez10090ResSeptic.Ltr 1 MMALIC . A. CS BELL AI 373 N.E. 92ND STREET 1111.1 MIAMI SHORES. RA. 33138 754 -2318 ID F 758 -7666 I I♦ FL. UC. # AR 0011074 ITZTLI gi ®C d 1 7 MP BY: U— ACT L d I® 1, Mark A. Campbell Architect, represent the owners of the above referenced property. We would request that the septic tank and drain field permit to be removed from the building permit application which is being processed at this time at the Village of Miami Shores. The permit for the septic system has been submitted to Dade County Department of Health and has been in process for 3 months and should be completed in the next month. Upon granting the Dade County DOH permit the owner shall apply for the septic installation permit at the Village of Bisuartoaark. too b, .51/1 If any additional information is required please do not hesitate to contact my office. B4. Map/Panel Number 85. Suffix 86. FIRM Index B7. FIRM Panel ' B8 Flood B9. Base Flood Elevation(s) (Zone Date Etfactive/Revised Date Zone(s) AO, use base flood depth) 12025C0093 J 7/17/95 3/2/94 X n/a U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program Al. Building Owner's Name • • • :••• • A2. Building Street Address (including Apt, Unit, Suite, andar adj Nil )iorP.18 Route MQBQx pi8. 10090 NORTHEAST le AVENUE • • • ' • • • • • • - • •• • • City Miami Shores State FL ZIP Code A3. Property Description (Lot and Block Numbers, Tax Parcel Ntup er Legal rb,eic.) • • Lot 17, Block 177, Plat Book 43, Page 67 Miami Dade County, Fl orlda • M. Building Use (e.g., Residential, Non - Residential, Addition, Asoass et • R " esidend$r • A5. - Latitude/Longitude: Lat. 80 ° 10'23.64W Long. 25 ° 52'05.94 "N A6. Attach at least 2 photographs of the building lithe Certificate is being used to obtain flood insurance. A7. Building dram Number 8 A8. For a building with a crawl space or enctosure(s), provide a) Square footage of crawl space or enclosure(s) 1 sq ft b) No. of permanent flood wirings in the crawl space or enclosure(s) wens within 1.0 foot above adjacent grade 2 c) Total net area of flood openings in A8.b 1215 sq er 131. NFIP Community Name & Community Number Village of Miami Shores 120652 132. County Name Miami-Dade County IB3.e FL B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile C r FIRM ❑ Community Determined ❑ Other (Describe) BI 1. Indicate elevation datum used for BFE in Item B9: NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. 1s the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑Yes No Designation Date ❑ CBRS ❑ OPA C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Linder Construction* Cr Finished Construction 'A new Elevation Certificate will be required when construction Lion of the building is complete. C2. Elevations - Zones A1-A30, AE, AH, A (with BFE), VE, V1 V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 -A30, AR/AH, AR/AO. Complete Items C2.a-g below according to the building diagram specified in Item A7. Benchmark Utilized Miami -Dade BM #B-28 Vertical Datum 9.82' NGVD29 Conversloon/Coricments a) Top of bottom floor (including basement, crawl space, or enclosure floor)„ b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) 62fe e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) g) Highest adjacent (finished) grade (HAG) ® Check here if comments are proves on back of form. Certifier's Name Donald T. Ramsay SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION • The Professional Surveyor & Mapper Company Name Address 612 NW 162" Avenue Signature ELEVATION CE ,2TIFLCATE •• •• • • • •• •• • Important Ftead the iiatiuytion$ ort pages 1-8. SECTION A - PROPERTY INFORMATION •' • • • • A9. For a building with an attached garage, provilde: a) Square footage of attached garage �Z4 sq ft b) No. of perms:meat flood cureaktgs in the attacked garage wails within 1.0 foot above adjacent grade n/a c) Total net.area of flood opening! in MO SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Check the measurement 8,.L. feet feet n/a: Q feet �• feet •i 181 feet feet ❑ meters (Puerto RIco only) 8.7 IS feet ❑ meters (Puerto Rico only) SECTION D - SURVEYOR; ENGINEER, OR ARCHITECTCERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate my best efforts to interpret the data available _ I understand that any false statement maybe punishable by fine or imprisonment under 18 U.S. Code, Section 1001. License Number 5851 City Pembroke Pines State FL ZIP Code 33028 Date 7/19/07 Telephone 786.417 -7897 ••• FEMA Form 81 -3t, February 2006 See reverse side for continuation. OMB No. 1660 -0008 Expires February 28. 2009 For Insurance Company Use: Policy Number way ■ 1927 ❑ NAD 1983 spin liCeg 7 AP ❑ meters (Puerto Rico on y) ❑ meters (Puerto Rico ottiy) . 0 meters (Puerto Rico only) ❑ meters (Puerto Rico only) - Replaces all previous editions IMPORTANT: In these spaces, copy the corer spomIinS Information nont Section A. Building Street Address (including Apt, Unit, Sure, and/or Bk g. N$.)txr '. ©. fiocrta and Eo. 10090 NE 12 Ave • • • • • • • • : City Miami Shores State _ FL ZIP Code SECTION D - SURVEYOO EI+ IEEt1, CHITECT CERTIFICATION (CONTINUED) Copy both sides of firs Elevation Certificate for (1) colmmeraty 1, (2) and (3) iwfld€ng owner. Comments N/A Address Signature Comments Local Offs Name C.ommunfty Name Signature Comments FEMA Form 81 -31, February 2006 • .•• • For Insurance Company Use: Policy Number Company NAIC Number • • •. ••• •• • • • •• • • • • • • • • • Signature / D3tte• 7/1 Q Check here if attachments SEC E — r ILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (wNrout BFE), complete Items E1-E5. Ware Cep is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El . Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or glow the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (Including basement, crawl space, or enclosure) is — ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is . ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9 (see page 8 of Instructions); the next higher floor (elevation C2.b in the diagrams) of the building is 0 feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of stab) is 0 feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is 0 feet ❑ meters ❑ above or 0 below the HACK., E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodpiain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who c o mpl Sons A, B, and E fro Zone A Without a Issued or c ommunity-iSsued BFE) o r Zane AO must sign here. T h e statements i n Sections A it and Ewe caned to t best ofnrylutowledge. Property Oar's or Owner's Authorized s Name SECTION. G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the cammunrfy's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate: Complete the applicable Iem(s) and sign below. Check the measurement used in Items 38. and G9. 01. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) 32. ❑ A community official completed Section E for a building located in Zone A (without a FEMA - issued or community- issued BFE) or Zone AO ❑ The following information (Items G4. -G9.) is provided for community ffoodplain management purposes. G4. Permit Number G5. Date Permit issued 36. Date Certificate' Of CompliancelOaxrpancy Issued G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: _❑ feet ❑ meters (PR) Datum 39. BFE or (In Zone AO) depth of flooding at building site: ❑ feet ❑ meters (PR) Datum Try Telephone Date • State ZIP Code Telephone Check here if attachments fl Check here if at tachm e nts Replaces all previous editions SEP 0 rj AV BY' ------- - - - - -- -. R/W (TYP) CONC SWK FIP FF ELEV 4 TAN R 10090 NORTHEAST 12TH AVENUE, MIAMI SHORES LYING AND BEING IN MIAMI —DADE COUNTY, FLORIDA V LEGEND SPOT ELEVATION TANGENT RADIUS ARC LENGTH DELTA ANGLE RIGHT OF WAY TYPICAL CONCRETE SIDEWALK FOUND IRON PIPE FINISHED FLOOR ELEVATION NOTES: 1. UNDERGROUND ENCROACHMENTS AND UTILITIES, IF ANY, NOT LOCATED. FENCE OWNERSHIP BY VISUAL MEANS ONLY, LEGAL OWNERSHIP NOT DETERMINED. 2. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS AND /OR RIGHTS —OF —WAY OF RECORD. 3. LEGAL DESCRIPTION PROVIDED BY CLIENT 4. UNLESS OTHERWISE SHOWN, THE RECORD AND MEASURED DATA ARE IN SUBSTANTIAL AGREEMENT 5. BENCHMARKS SHOWN HEREON ARE REFERENCED ON NGVD1929 DATUM AND BASED ON MIAMI —DADE COUNTY BENCHMARK B -28 WITH ELEVATION 9.82 FEET. LEGAL DESCRIPTION LOT 17, BLOCK 177, REVISED PLAT OF TRACTS 175A, 1758, 175C, 176A, 176B, 176C, 177A, 1778, AND 178A OF THE REVISED PLAT OF MIAMI SHORES, SECTION 8, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 43, PAGE 67, OF THE PUBLIC RECORDS OF ■IAMI —DADE COUNTY, FLORIDA. BOUNDARY SURVEY NORTHEAST 101ST STREET ASPHALT PAVEMENT DATE: I 7/19/07 R =245. ' 0 L =52.42 Tan =26.31 A= 1215'35" f R =25.00 L =48.36 Tan =36.27 6= 110'50'39" • • • • • •• • • •••• • • •••• • • •• •. • • • • • • • • • • .• • .s •• • • • •• 111 • • •••• ••• • •• •• • •••• • • • ••• ••• • •• • •••• • • • • •••• • • • IP 4‘■111111h DON 0.M �Y PRO SSI • "��'" SURVEYOR SURVEYOR'S & MAPPER #5851 SEAL SCA E: I D HJ BY: SHEET 1 OF 1 • • • • • • • • • • DONALD T. RAMSAY, PSM Professional Surveyor & Mapper 612 Northwest 162nd Avenue Pembroke Pines, Florida 33028 Phone & Fax: (786) 417 -7897 THIS SURVEY COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FL BOARD OF PROFESSIONAL SURVEYORS & MAPPERS IN CHAPTER 61G17 -6 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027. FLA. STATUTES TO THE BEST OF MY KNOWLEDGE AND BELIEF NOT VALID UNLE EMBOSSED WITH J FORM 600A-2004R Tested sealecEducis yeti In this house. EnergyGauge® 4.5 FLORIDA ENERatiEFFICIENCY CODE FOR BUILDINQ QONSIRUCTION Fiori4Ve. - rtntdrtt bfpni ugiti Affairs Residential ' ; e Bwlling Method A %A- Builder • • • • • •Permitfing . Office: • ermit Number: • . 1 ;= I V L. Glass/Floor Total as -built points: Total base points: 4- U'itf. t � �itl5.l` tit16 c. N/ 13. Heating system a_ Electric Strip b. Electric Ship c. N/A 14. Hot water systems a. Electric Resistance b. Eleahic Resistance c. Conservation creme (11R -Heat recomay, Solar DHP-Dedicated teat Pump) 15. 1W (CF 11F- Miami Sho es Cap: 60.0 kBtu/br _ SEER: 13.00 Cap: 30:0 klitu/br _ SEER 13.00 Cap: 341 kBtu/6r COP: 1.00 Cap: 27.3 kBtu/hr _ COP: 1.00 Cap: 50.0 gallons - EF: 0.90 Cap: 50.0 galls - EF: 0.90 SUBJECT TOCOMPUAd ",E WITH ALL ED Project Name: Address: City, State: I APR 1 0 20011 Owner Climate Zone: 8 y WEIP 1. New or existing 2. Single family or mulli -faiy 3. Numbor ofunis, ifmnbc -family 4. Number of Bedrooms 5. Is tbis a worst case? 6. Conditioned Boor area (lie) 7. Glass type l and area (Label read a. U- favor: (or Single or Double DEFAULT) b. SHGC: (or Clear or Tort DEFAULT) 8 . Floor types a. Raised Concrete b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, Adjacent c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts(Leak Free) a. Sup: Unc. Ret Con. A1I Interior b. N/A eby seal Code. PRE DATE: QA'k AdrBion Si fanmly _ 1 6 No 325911 by 13 -104.43 lfnot-f1f mtt) Description Area 7a (angle Default) 402.0 fta •• • • (Clear) 402.01t R=0.0, 2838.01P 2538.0 ftT R. =11.0, 340.0 ft - 3259.0 ft Sup. R4.0, 10.011 i hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: •• • •• covered by "de Energy • •• Review of the plans and specifications covered by this calc:ulation indicates compliance with the Florida Energy Code. Before construction is completed this building vifil be invaded for compliance with Section 555.E Florida Statutes. BUILDING Old DATE: 1 Predominant glass type. For actual glass type and areas, see SUMMer & Winter Glass output on pages EnergyGaugetilD (Version: FLRCSB v4.5) RAL ONS FORM 600A-2004R Tested sealed:alutis n5ustbe ti iri this house. EnergyGau 4.5 SUMME tALCLi " T1ONS Residential Whole Building, r[on ar a Method A - Details I ADDRESS: 10090 N.E 12TH AVE, NIIdM1, Fe, oo6615-0060 • • • • • • • • • •• •• PERMIT t: I EnergyGauge0 DCA Form 600A-2004R Erx}rgyGaugeWlaRES2004 FLRCSB v4.5 BASE . ..... ;I . • • - - . . • ••• , •• : AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .13 3259.0 30.53 17910.0 1.Single Clear N 6.0 4.0 72.0 36.48 0.67 1747.0 2.Singie, Clear E 6.0 4.0 132.0 78.71 0.44 4614.0 3.Sing1e, Clear S 6.0 4.0 114.0 66.93 0.47 3591.0 4.Sngle, Clear W 6.0 4.0 60.0 70.53 0.48 2038.0 5.Single, Clear NW 6.0 4.0 24.0 48.42 0.60 700.0 As -Built Total: 402.0 12690.0 WALL TYPES Area X WPM = Points Type R-Value Area X SPM = Points Adjacent 340_0 1.00 340.0 1. Concrete, Int Insul, Exterior 4.2 2833:0 228 6470.6 Exterior 2838.0 2.70 76628 2. Frame, Wood, Adjacent 11.0 340.0 1.00 340.0 Base Total: 31°7'8.0 8002.6 ; As -Built Total: 3178.0 6810.6 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 06 0.00 0.0 ;' 1.Exterior Insulated 48.0 6.40 307.2 Exterior 48.0 6.40 307.2 Total: 48.0 307.2 As -Built Total: 48.0 307.2 I Base CEILING TYPES Area X BSPM = Points , Type RV a R-Value Area X SPM X SCM - Points Under Attic 32590 2.190 91252 1. Under Attic 19.0 3259.0 3.72 X 1.00 12123.5 Base Total: 3269.0 9125.2 '; As-Built Total: 3259.0 12123.6 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab , Raised 0 . 0 (P) 0.0 0 0 2838.0 -2.16 -6130.1 1. Raised Concrete 0:0 28330 0.63 2270.4 Base Total: 4130.1 As-Built Total: 2838.0 2270.4 INFILTRATION Area X BSPM = Points Area X SPM = Points 3259.0 1829 61236.6 32590 18.79 61236.6 FORM 600A-2004R Tested sealed:alutis n5ustbe ti iri this house. EnergyGau 4.5 SUMME tALCLi " T1ONS Residential Whole Building, r[on ar a Method A - Details I ADDRESS: 10090 N.E 12TH AVE, NIIdM1, Fe, oo6615-0060 • • • • • • • • • •• •• PERMIT t: I EnergyGauge0 DCA Form 600A-2004R Erx}rgyGaugeWlaRES2004 FLRCSB v4.5 BASE • • : AS -BUILT Summer Base Points: 90451.5 Summer As -Built Pains: 95438.3 Total Summer X System = Cooling Points Mttllipller Points ' Total X Cap X Duct X System X Credit = Cooling Component Ratio Mullipliier Multiplier Multiplier Points (System - Points) (DM x DSM x AMU) 90451.5 0.3250 29396.7 ' (sys 1: Central Unit 60000btuh ,SEERIEFF(13.0) :Unc(S),Con(R),Int(+ ). 0( ) 95438 0.67 (1.07 x 1.000 x 0:90) 0260 0.9S3 15091.6 (sys 2: Central Unit 3O003btuh ,SEER!EFF(13.0) Ducts: None 95438 0.33 (1.00 x 1.000 x 1.00) 0.260 0.950 7545.8 95438.3 1.00 0,960 0.280 0.950 22637.4 FORM 600A-2004R Tested sealed'duis iiistbe int4e4 in this house. EnergyGaugee 4.5 SUMIIIE ktA C (JL.'ATIONS Residential Whale Bui din P'er€orry4pAge Method A - Details ADDRESS: 10090 N.E.12TH AVE, MIAMI, Ft, E-00b0 • PERMIT*: .. • • • .• ••• •• EnergyGauge'u DCA Form 600A-2834R eF1a'RES2004'PLRGSB v4.5 FORM 600A-2004R Tested sealed s ri,usf i e Pelt ed in this house. EnergyGauge®4.5 �N tAt tLith TIONS Residential Whole BuiUdinq grfo r, slide Method A - Details •.• • ••••• • .. ••• • •. • ADDRESS: 10090 N.E 12TH AVE, MIAMI, Ft, 806d6-0000 •• • • • •• ••• • •• Erse DCA Form 600A-2004R EnergyGaugeOfFiaRES7004 FLRCSB v4.5 PERMIT #: BASE ••• • • • AS -BUILT GLASS TYPES 18 X Condoned X BWPM = Points Floor Area i I Type/SC Overhang Omt Len Hgt Area X WPM X WOF = Point .18 3269.0 3.60 2112.0 1.Ss a Clear N 6.0 4.0 72.0 6.03 0.96 416.0 2- Single, Clear E 6.0 4.0 132.0 4.77 1.17 739.0 3.Single, Clear S 6.0 4.0 114.0 4.49 1.40 719.0 4.Single, Clear W 6.0 4.0 60,0 5.49 1.03 339.0 5.Snogle, Clear NW 6.0 4.0 24.0 6.00 0.96 138.0 As-$t Total: 402.0 2351.0 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 340.0 0.50 176.0 1. Cone, Int Maul, Exterior 4.2 2838.0 1.02 2894.8 Exterior 2838.0 0.60 1702.8 2. Frame;, Wood, Adjacent 11.0 340.0 0.50 170.0 I Base Total: 3178.0 1872.8 I As-Buli# Total: 3178.0 3064.8 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 --T 0.00 0.0 1.Exterkar insulated 48.0 1.80 88.4 Exterior 48.0 1.80 86.4 I Base Total: 48.0 86.4 As- Built Total: 48.0 88.4 CEILING TYPESArea X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic 3259.0 0.10 325.9 1. Uri Attic 19.0 3259.0 0.14 X 1.00 456.3 Base Total° 3259.0 325.'8 Asaullt Total: 3259.0 466.3 FLOOR TYPES Area X BWPM = Points Type R Value Area X WPM = Points Slab a.0(p) 0.0 0.0 .1. Raised Concrete 0.0 2836.0 1.00 2838.0 Raised 2838.0 -0.28 -794.6 Base Total 794.8 As-Built Total: 2838.0 2838.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 3259.0 -0.t, -195.5 3259.0 -0.05 -195.5 FORM 600A-2004R Tested sealed s ri,usf i e Pelt ed in this house. EnergyGauge®4.5 �N tAt tLith TIONS Residential Whole BuiUdinq grfo r, slide Method A - Details •.• • ••••• • .. ••• • •. • ADDRESS: 10090 N.E 12TH AVE, MIAMI, Ft, 806d6-0000 •• • • • •• ••• • •• Erse DCA Form 600A-2004R EnergyGaugeOfFiaRES7004 FLRCSB v4.5 PERMIT #: BASE MOW .• 1 • • • • • -: AS -BUILT . . • • • e.. •• Winter Base Points: 3406.9 Winter As -Built Points: 8600.9 Total Winter X System = Points Multiplier Heating Points Total X Cap X Duct X System X Credit = Heating Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSIN x MU) 3406.9 04640 1887.4 ' (sys 1: Electric Strip 34130 btuh ,EFF(1 6i) Duats:Unc(S),Con(R),In t(Ati),R6.0 8600.9 0:556 (1.085 1.000 x 0.9 1=0 0.932 4258.1 (sys 2: Elect 'lc Strip 27333 tab ,iEFF (1,0) Ducts: None 8600.9 0.444 (1.00 x1. x11.00) 1.4M0 0.902 3406.0 8600.9 1.00 0.987 1.000 0.902 7664.1 FORM 600A-2004R Tested sealecEiiiicleiugelpilettifieri in this house. EnergyGauge®4.5 WINl Residential Whole poidingpvionytance Method A Details • • • • • • • . Y. • • .• • I ADDRESS: 10090 RE 12TH AVE, MIAMI, FL, 00000 -00 ErtergyGaugeni DCA Form 600A -2004R . . • • • • . •• • • . • EnFla'RES FLRCSB v4.5 PERMIT #: 1 BASE - . -t.3 i .. _ -- - • • : AS -BUILT ., • ••••••• WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Mullipfier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 6 2273.00 13638.0 50.0 0.90 6 0.50 2323.51 1.00 6970.5 50.0 0.90 6 0.50 2323.51 1.00 6970.5 13941.1 As -Built Total: FORM 600A-2004R Tested sealed;#yeis must t> itaie:clin this house. EnergyGauge® 4.5 WATER HEATING &CODE COMPLIANCE STATUS Residential Whole Bugding,performance Method A - Details ••••• • • • • • ..• • • • • • • • • 3 • .• • • • • • I ADDRESS: 10090 N ..E 12TH AVE, MIAMI, FL, 000E-0000 - - •• • • • •• ••• •• . • • CODE COMPLIANCE STATUS AINEMENNINII BASE AS -BUILT Cooling + heating + Hot Water = Total Points Points Points Points Cooling + Heating + Hot Water = Total Points Points Points Points 29397 1887 13838 44922 22537 7664 13941 44243 PASS PERMIT #: 1 FORM 600A-2004R Residential Whole BuiUding 'onrare Method A - Details • .. . • . .. • ... I ADDRESS: 10090 N.E 12TH AVE, N111{MI, Ft., o t & otl40 6A-21 INFILTRATION REDUCTION COMPL IANOE ptiEVKLIVP EnergyGauge"' DCA Form 600A -2004R • . •.• • • . .. .... • • ...... • • • • • .... . • • • •..• • . . . . Code tomplianc Checklist EnergyGauge®/FlaREi`2004 FLRCSB v4.5 PERMIT #: EnergyGauge® 4.5 COMPONENTS Exterior Windows & Doors Exterior & Adjacent t Wags Floors Ceilings Recessed Lighting radians Mufti-story Houses Additional Irdiltrabon refits SECTION 606.1 ABC.1.1 606.1ABC.121 6 .1ABC.122 606.1 ABC.1.2.3 t.1ABC.1.2.4 6 6.1ABC.12.5 606.1 ABC.1.3 REQ ITOR CPI PRACTE lam" 'rna3 ikrn :'.9►cmisq.R. door saa. Caulk, gasket, weatherstrip or seal : windows/doors & frar es, surrounding waL foundation & waH sole or al plate; joints bet en ear wall panel at corms; utility between via panels &topfbottom plates; between walls and floor. EXCEPTION: Frame v+at(s where a cordtnuous inn barrier is Mstalled that extends from, and is seated to, the foundation to the top ate. Penetrations/openings >iir sealed unless backed by truss or joint markers. EXCEPTION: F ran floors where a continuous "nen " en barrier is Wailed to the perimeter, penetrations and seams. Between veils & ceftmgs; penetrations of caTvcg plane of top floor, around std, chases, soffits, duvnrae is, cabs sealed to continuous air barrier, gaps in gyp board & "top per; attic access. EXCEPTION: Frans Awnings where a continuous infikrafion barrier is instated that Is seated at the perimeter, at penetrations and seams. Type IC rated watt no penetratiors, sealed; or Type IC or non-IC rated; Installed amide a seated box with UT clearance & 3' from insulation; or Type IC raft wkh a 2.Ccfmfrom mooned space, tested. Air barrier on ammeter of floor cavity between floors, Exhaust fans vented to outdoors, space heaters comply v,xah NFPA, have conthwstion aa. vAA NAN 6A-22 OTHER PRESCRIPTIVE MEASURES (must be filet or exceeded by all residences.) COMPONENTS Water Heaters Seri Pools & Spas Shower heads Air Distnirffian Systems HVAC Controls Insulation SECTION 612.1 612.1 612.1 610.1 607.1 604.1, 602.1 REQUIREMENTS Comply r a efficiency readremerds in Table 612.1ASC.3.2. Switch or clearly mallard circuit breaker (elm) or cutoff nsist be provided. External or'bialttun heat bap required. Spas & heated pools mast have covers (except sots heated). Non- comvrercial pools nest have a pump timer. Gas spa & pool heaters must have a Mebane thermal efficiency edNM. Water flaw must be restricted to no more than 2.5 gallons per minute at 60 PSlG. All ducts, fittings, mechanical egadpment and plenum charmers shall be mechanically attached, sealed, insulated, and brstalled in accordance web the =aerie of Seta 610. Ducts in unconditioned attics: R-6 min. insulation. Separate readily accessible manual or automatic thermostat for each tstern. R -19. Corrnio r wads -Frann R-11 or CBS R-3 both sides. Common mining & floors .R -11. CH7 NA'' 7 Tested seaiedids riuste eQ irl this house. ENERGY PERFO • • • • • • (E LEVEL (EPL) »IS 'L0V CAD • . • •••• • • • • • • • • • • • • • • • . • • • . • (or Single or Double DEFAULT) b. SHGC: (or Clear or Tmt DEFAULT) 7b. 8. Floor types a. Raised Concrete b. N/A c. N/A 9. Wall types a. Concrete, Ent basal, Exterior b. Frame, Wool, Adjacent c. NIA d. N/A e. N/A 10. Colin types a. Under Attic b. N/A c. N/A 11. Ducts(Leak Free) a. Sup: Unc. Ret: Con. AR brterior b. N/A ESTIMATED ENERGY PERFORMANCE SCORE* = 87.8 The hightitild 401411i*IFFficitFi die home. 1. New construction or existing Addition 2. Single family or multi- farndy Sire ferny 3. Number of units, ifnuttti fan* 1 4. Number of Bedrooms 6 5. is this a worst case? No 6. Conditioned floor area (IF) 3259 IF 7. Glass type 1 and area (Label regd. by 13- 1044.5 if not default) a. U factor. Description Area 7a. (Sngle Default) 402.0 t1 • • • • • •• • • • • • ••• •• ,10090 NE 12Th AVE, MLAMl, FL, 00000 -0000 (Clear) 402.0 11 11,=0.0, 2838.011 R--4.2, 2838.011 _ R= 11.0, 340.0 &2 - 1t =19.0, 3259.0 IF Sup. 11=6.0, 10.0 S - 11 Cooling systems a. Central Unit/Split b. Central Unit c. N/A 13. Heating system a. Electric Strip b. Electric Strip c. N/A 14. Hot water systems a. Electric Resistance b. Electric Resistance c Conservation credits (HR-Heat recovery, Solar DHP- Dedicated heat pump) 15. HVAC credits (CF- Ceiling fan, CV-Cross ventilation, HF Whole house fan, PT- Programmable Thermostat, MZ- Muttuone cooling, MZ-H Muhizone heating) I certify that this home has complied with the Florid Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EFL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Cap: 60.0 kBtu/hr SEER 13.00 - Cap: 30.0 kltu/hr - SEER 13.00 Cap: 341 kBtn/br _ COP: 1.00 Cap: 27.3 kBtn/hr COP: 1.00 Address of New Home: City/FL Zip: *NOTE: The homes estimated energy performance score is only available through the F1A/RES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86 for a US EPA/DOE Energat, designation), your home may qualifyfor energy efficiency mortgage (E11) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638-1492 or see the Energy Gauge web site at edu or information and a list of certifaedRaters For information about Florida's Energy Efficiency Code For Building Construction, contact the Department ofCormnunityAffairs at 850/4871824. 1 P r e d o m i n a n t glass t y p e . F o r actual glass t y p e a n d areas Sae S u m m e r @ c W i n t e r output on 2&4. 'Energyenouge® (Version: B v4.5) Cap: 50.0 gallons - EF: 0.90 Cap: 50.0 gabs - EF: 0.90 PT, MZ-H CFM25 Total Duct Leakage Test Values Line System Duct Leakage Total J Duct Leakage to Outdoors 1 Systeml cfm25(aot) cfm25(out) 2 System2 Cfm25(tot) cfm25(out) 3 System3 cfm25(tot) cfm25(out) 4 Systern4 t t25(tot) cfm25(out) 5 Total House Duct System Leakage Sum lines 1-4 Sum lines 1-4 Divide by Divide by cry ContiNoned Floor Area) = (Q * tot) cry Conditioned Fbor Area) = (Q Receive edit if Q�,tot< 0.03 Receive credit lid ,outs 0.03 AND %,totc 0.08 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• Energy Cole Compliance sisifirft • •• • • • • Duct ie ir;r *r; Report Project Name: Address: City, State: Owner. Climate Zone: RODRIGUEZ RESIDENCE 10090 N.E 12TH AVE • . • • • MIAMI, FL 00000 -0000 • • South • •• • • •• ••• Builder: •Permitting Office: MIAMI • • • •g)ermit Number: . . •.. •.luristk Number: 232600 Total Duct System Leakage Test 'Results I hereby certify that the above duct testing performance results demonstrate compliance with the Florida Energy Code requirements in accordance with Section 610.1.1, Florida wilding Code, Building Volume, Chapter 13 for leak free duct system credit. Signature: Printed Name: Florida Rater Certification #: DATE: Energycaugee (Version: FLRCSR v4.5) Florida Bulking Code requires that testing to confirm leek free duct systems be performed by a Class 1 Florida Energy Gauge Certified Energy Rater. Certified Florida Class 1 raters can be found at http :lienergvgauge.comisearchhip BUILDING OFFICIAL: DATE: REYES- GAWLAN Consulting En neers,tnc. 16252 N.W. 79 Ave Mini Lakes, Fl 33016. Tei:(305) 828-5205 Unit/ Area served AHL 2 ITEM N. Glass 37 NE. Glass 66 E. Glass 91 SE. Glass 82 S. Glass 56 SW. Glass 82 W. Glass 91 NW. Glass 66 Hor. Glass T. Glass area - 156 ITEM Partition Roof Floor Ceiling TOTAL SENS. GTH TOT. SENS. x 1.3 HEAT LOSS ITEM Walls Roof Floor Glass Ventilation= 1.1xDTx 1.1 Partition 0 TOTAL KW SOLAR SHADE T. AREA BTU/HR .................. 1776 21139.1. 6.2 AT 27 27 27 27 27 27 BW/irr Kw Residential Cooling and Heating Load Calculations Based on ASHRAE Cow & Load Calculation Manual. Second Edition. x 0 2184 x = 0 = 4032 0 1092 x 0 = 0 x = 0 Subtotal = 9084 x U T. AREA 13 x 0.09 x 48 x 0.05 x 13 x 0.17 x x = Subtotal = = 21351 Btu/Hr = 27756 Btu/Hr BTU/HR 0.0 2524.8 2324.9 0.0 4850 U BT(J/IRt x 0.3 = 81314 x 0.05 = 14202 x 0.17 = 4828.7 x 1.1 = 4633.2 x 71.536 = 2124.6 x 0.09 = 0.0 1 =ARCHxVOLJ60= 0.48 x 8942 / 60 = 71.536 Area A/C= " `s- Sq. it Volume A/C= x 8.5 = 8942 Cu. ft JOB Name: Adams: Date: Calculated by. Checked by: > N. Wall NE. Wall E. Wall SE. Wall S. Wall SW. Wall W. Wall NW. Wall Knee wall T. Wall Area= Summer design: 91.0a :::::........................ ........................ Sommer Coincident W.B.: 77.0 ° F Summer Daily range.: 11.0° F Data Source 2001 ASHRAE Hand Book RODRIGUEZ RESIDENCE 1O NE. 12TH AVENUE MIAMI SHORES, FLORIDA 04/02/07 A.M. R.G. AT U 14 x 03 0 x 24 x 0.3 0 x 17 x 0.3 O x 24 x 0.3 O x x 1004 T BTU/Unit TOTAL People 230 x Kitchen 1200 laifil./Vent. = 1.1xQxDT Miscellaneous TONS = USE Cfm SgFt /T = CFM/sq.ft = 2.3 1.0 = 71.536 x Tons T. AREA BTU/I1R 1184.4 • 0.0 = 1051.2 • 0.0 = 2029.8 • 0.0 • 1281.6 0.0 0.0 • 5547 DEM • 690 = 0 16.5 = 1180.3 =1.11.. .... Subtotal =: »: 1870 C.C.R. 9. 43 r r ° 1© .-04 -04 • • ▪ • ... • MARIA & CLAUDIO RODRIGUEZ • • ... . PRt FM NO,O409 -97 BUILDING STREET ADDRESS (including Apt., Unit, Suite, andlorBTdq (:)R P.Q.33,01 ;E'ANDB»( M1IO. 10090 NE 12TH AVE CITY STATE ZIP CODE MIAMI - SHORES �.. F�• i�. i• . •.. . _- ;313b • PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Num Ls' l• Lag • LOT 17, BLOCK 177, REVISED PLAT OF TRACTS 176A, 1768, 761, 't7Si9 . F7r4 i77B & 178A, MiAMI- SHORES PS 43, PG 67 BUILDING USE (e.g., Resldentlat, Nan - residential, Addition, Accasaory, eta Use a Comments area, If n®ce Dry.) RESIDENTIAL 3U1L.RING OWNERS NAME LATITUDE/LONGITUDE (OPTIONAL) ( ior =#1#' - wow or ##.41####P) 91.NFIPC MMUI TYNAME& COMMUNITY NUMBER VILLAGE, MIAMI- SHORES 1208,52 84 MAP AND PANG, NUMSER 12023C0 93 B5, SUFFIX J TITLE PROFESSIONAL LAND SURVEY ADDR!SS 11 866 SW 26TH STREET SIGNATURE FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL Fl000 INSURANCE PROGRAM • ... • • • ••. • Im arrant Dead the inairutEdnd'otf ;; es 1' 7' • • ELEVATIONiEkTildtkii SECTION A - PROPERTY OWNER INFORMATION HORIZONTAL DATUM: D NM) 1927 D NAa 1983 SECTION B • FLOOD INSURANCE RATE MAP IRIVI) INFORMATION e6. FIRM IN3EX DATE 747-95 52. COUNTY NAME MIAMI -DADE 97, FIRM PANEL EFFECT(VEIREVISED DATE 3-2-94 B10. indcate the source rite Base Flood Bevatkm ( 3FE) • . or base flood depth entered in B9. ❑ RS ProfileL FiRM D Community Determined D Other (Describe): 1311.1ncksts the elevation stun used for the BFE In E9: NQVD 1929 D NAVt 1 == 0 Ober (Describe); 812, Is the bu' • , Iaca d in a CSI Barrier Resources stern BRS area or Otherwise Piotected Area OPA ■ Yes i No SOURCE; CC'S (Type): 1E USGS Quad Map ❑ Other: 98, FLODO Z (S) X SECTION C BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) . C1. Bulking eievaftons ate bleed on 0 Construction Dray/Inge' D Building Ureter Catstruction* Finished Construction "A new Elevation Certificate wit be required when conebuction of the buiding is complete, ^2. Bul3ctng Diegam Number 1($elect the building dagam most similar to the bullring for which this certificate 13 being =plated - see pages 6 arr17. U no diagam accuratety r2pre ells lie bugging, route a sketch or photogeph.) 03. Elevations— Zones A1-A90, AE, AH, A (mitt BFE), VE, V1430, V (with BFE), AR, AR/A, AR/AE, AR/A1 X34, ARIAH, AR/A0 Cenmplate W113 03.44 below according to the bulking da'ern spedfed in Item 02. Stets the datum used If the deans is different from the daturn used for the BFE in Section B, convert the datum to that used for the BFE. Shaun field measurements and datun conversion calculation. Use the specs provided. or the Comments area of Sedan D or Section 0, as appropriate, to document the datum conversion. Datnan NGVD ConversioNOznene its. Elevation reference marl( used 22E6 SE Does the elevation reference me i( used appear on the FIRM D Yes No O e ) T o p o f b o t t o m floor (including basement or a ec /aura) 10. 34 R(m) 1 ❑ b) Top of next higher floor WA . ❑ o) Bottom of kw t hats: eat structural ral member (V vanes only) A _tL(m) 0 d) Attached garage (top of slab) Q, 14 MMm) ( NOT ATTATCHE 3106 e) Lowestelweton of machtiery and/or equl ent w servicing the building (Describe in a Comments area) IAA . �tt(m) (ON WALL) 1 0-04-04 f Load adjacent(Pnished) gide (LAG) 8.2 i1(m) © g) F6ghest aorjscent (finished) Bade (MAO) 8.7 R(m) © h) No. of pamenent openings (flood vanes) witisln 1 ft, above adjacent gads N 01) Total area of all remnant openings (flood vents) In C3,h it i sq, in. (sq, cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or erohlteet authorized by law to tatty elevation information. 1 car* that the information In Sections A, B, and/ C an this certificate reproonts my beef efforts to interpret the data avnBable. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME WALTER E. VENEGA LICENSE NUMBER3186 J C1.wi.v, iw, 30t r'WV/ / Expires December 31, 200f 63. STATE FL - , BASE FL000 ELEVATICN(S) (Zone AD, u9 offlocding) N/A COMPANY NAME CARIBBEAN LAND SURVEYOR'S CiTY STATE MIAMI FL DATE TELEPHONE 10.0404 (305) : 227 -6967 ZiP CODE 33175 ,4l- SHORES ORTANT: In these spares, cop the corresponding infortnadon frarr ci1en A DN3 STREET ADt1R 33b in 7,ikidril9 Apt, LIM, Suite, andior EIS.No.)ORPC. ROUTE Air►5. r'Ps +. • ••• • gO NC 12TH AVE • • • • •• • • • • • • • • • ••• ZIP CCOE 33138 SECTION D - SURVEYOR, ENGINEER, STATE F1. 1 both ssici' of tilts Elevation Certitk to for (1) ccxrniu^ty official, (2) insurance striU'c to ny, argil) btlilk ow vIMENTS • 4. •• •s• •• • • • • • • • • • • -• • •• • • • • • ••• •• • © Check Mere if attachments SECTION E • BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) one AG and Zone A (without BFE), complete item Et through E4. Ito Elevation CeWio to is intended for use a supporting information for a LOMA or LOMR -F, C must be c;onpleted ui dng Diagram iNut r the bu ldng d agram most *Oar to the building for which this certificate is being cv npleted -- see pages 6 and 7. If no diagram a urats& epresents the bulang, provrde a sketch or photogaph,) he top of the Wan flocs (mciudnq basement a enclosure) of the bu(Iting 4 _ ft(m) __,in. (cm) above a 0 below (check one) the highest acf gads. (Use tatunA Bade, if available). or Bulking Diagrams 8-8 vv th openings (see page 7), the next higher floor or elevated floor (elevation p) of the bung is T ft.(rn) _in.(an) above the highe;`t ac$acent Ode, Complete item W.h and C3,i co front of fan he top of the platform of machinery and/or equipment sulking the binding ft(rn) __in.(om) © above or 0 below (chic one) the highest adjacent tile. (Use raiaai Bade, if available). 'a Zone A© or': If no flood depth number Is available, is the top of fire bottom boor elevated in acusrdance with the community's floocplain management ordnance? n Y e a 0 No C i ‘ Unknown The local official must c if this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION property owner or owner's authorEed representative who =plates Sections A, B, C (Items 03.h and C3,i only), and E for 7/Ine A (wlhout a FEMA 4ssued or Corr iiundy ued BFE) or Zone AO must gn here. The statement In Sections A & C, End Ewe on ct to the Pest knowledfjr., `'PERTY'OWNER'S OR OWNER'S TUTHORIZED REPRESENTATIVE'S NAME CRESS 3NATURE )MMENTS SECTION G • COMMUNITY INFORMATION OPTIONAL) fowl official who is authorized by law or ordnance to ed'mninister the canmunitys floodplain management ordinance can complete Sections A, S, C (a E), and G of thi; Elevation ifmte. Complete the appicabie item(s) and sign below. ® The nforniathn in Section C was taken tom de' doctenentatlon that has been signed and embossed by a ficerssd surveyor engineer, or =tilted who is authorted by state or local law to comity elevation information. (lncicate the sauce and date of the elevation otata in the Carrnentg DM below) Q A =nmunity official completed pleted Section E fora building located In Zone A (without a FEW - Issued or ocrrnnurAtyi d BFE) or Zane AO. Q The following Information (Item 04-(9) fie provided for cerronnunrty tear lain management purposes. FRIO Ni1 'rsNA 1JRE Ot+AMENTS dt. DATE PERMIT ISSUED l ( ...`t6. DA i E CERTB?t AT!E?T ^fit LIAI CE(O0CUF'ANCY CITY DATE DCA.OFFICIAL,'S NAME TITLE oMMUNrt"Y NAME TELEPHONE DATE STATE ZIP CODE TELEPHONE This permet has been issued fox. Q New CorsGtiction [,3 Substantial improvement Elevation of as.bult lowest floor (including l ,rernent) of the biidng is ft (rn) Datum: BEE or jn Zone AO) depth of flung stifle bung she ; , . ft.{m) Dan: 0 Check he if attechmeils MIAM COUNTY BUILDING CODE COMPLIANCE OFFICE (BCC PRODUCT CONTROL DIVISION ECEI \E NOTICE OF ACCEPTANCE PGT Industries 1070 Technology Drive Nokomis, FL 34274 SEP 0 7 2007 U SCOPE: This NOA is being issued under the applicablerIgn_gudasigyjm. wygming the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AIIJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the .expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone DESCRIPTION: Series C-740 Aluminum Casement 'Window L.M.I. APPROVAL DOCUMENT: Drawing No. 704548, titled "Aluminum Casement Window, Impact", sheets 1 through 13 of 13, dated 12/17/02 with revision "D" dated 06/23/05, prepared by PGT Industries, signed and sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shalt be cause for termination and removal of NOA. - ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 03- 0611.02 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The i 'tied documentation was reviewed by Herminlo nzalez, P.E., Director, BCCO' OA D \d'ir rte' • .. • . • • • • •.• • • • ••• • • • • • •• • • • • • • • • • • • • ••• • • • • • • • • • • • • .•. • • • • ••• • • • ..MIAtIH=DAM� OUNfY, k . i s ImIrto,n1DOLAIxtiCautDisio f41►'wEst nsGeEa sTRUL , tvITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 •• • • • • • • • • •• • • • • • • ••• •• NOA No 05- 1129.11 Explratlon Date: May 22,2008 Approval Date: February 23,2006 Page l PGT Industries • • ••• • • • • •• •• • • •• • • • •• • • • • • • •• • • • • • • •.• • • • • • • • • • • • • • ••• • • • • ••• • • • • . • .. .. .... .. . .. • NOTICE OF ACCEPTANCE• EVIDENC)g SUS�IT :: : A. DRAWINGS 1. Manufacturer's die drawings and sections. • • • • . :•• • • • 2. Drawing No. 7045 -8, titled "Aluminum Casement Win¢op�, p p_••• . hhets 1 trough 13 of 13, dated 12/17 /02 with revision "D" dated 06/2'3105, deg Illy PIT, signed and sealed by Lucas A. Turner, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration.Testing Laboratory, Test Report No. FTL 4608 dated 05/10/05, signed and sealed by Edmundo Largespada, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4607 dated 05/10/05, signed and sealed by Edmundo Largespada, P.E. 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Mfissile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3729 dated 2128/03, signed and sealed by Joseph Chan, P E. "Submitted under NOA# 03- 0611.02" 4. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3587 dated 10 /8/02, signed and sealed by Joseph Chan, P.E. "Submitted under NOA# 03- 0611.02" E -2 A/ Herminio F. Gonzalez, P.E. Director, Building Code Compliance Office NOA No 05. 1129.11 Expiration Date: May 22, 2008 Approval Date: February 23, 2006 PGT Industries E -2 ENCE • AL SL • 141'��. 1 1 • • ••• • ••• • • • • • • • • • • • • j_1 �s +l .' • .. •• .. • • • • • • • • • 5. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, T_. flading:per•FBG,T . ,8.202.94 3) Water Resistance Test, per FBC, TAS 2;94 ::. • • 4) Large Massie Impact Test per FBC, TAS 20104 :::.... • 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of one outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3582 dated 10/3 /02, signed and sealed by Joseph Chan, P.E. "Submitted under. NOA# 03- 0611.02" 6. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2.1 and TAS 202 -94 along with naked -up drawings and installation diagram of three aluminum outswing casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3580 dated 10/3/02, signed and sealed by Joseph Chan, P.E. "Submitted under NOA# 03- 0611.02" C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, prepared by manufacturer, dated 11/21/05, signed and sealed by Lucas A. Turner, P.E. Complies with ASTM E 1300 -98 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01-0205.02 issued to Solutia, Inc. for "Saflex/Keepsafe Maximum" dated 5/17/01, expiring on 5/21/06. 2. Notice of Acceptance No. 05-1208.02 issued to E.L DeNemours for "Dupont Butacite ® PVB" dated 01/05/06, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance, dated 12/19 /02, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 12/19/02, signed pnd sealed by Robert L. Clark, P.E. Herminio F. Gonzalez, F.F. r, Building Code Compliance Oboe NOA No 05-1129.11 Expiration Date: May 22, 2008 Approval Date: February 23, 2006 PGT Industries E -2 . • . ... • .. • . •••• • . • $ m NOTICE OF ACCEPTANCE: EVIDENCE I T A. • • • • • • • •• • • • • G. OTHER 1. Notice of Acceptance No. 03- 0611.02, issued to PGTssrie&, Series x°640 "• • Aluminum Casement Window, approved on 10/09/03•an4 eapgit 52/0& . 2. Lotter from the consultant, dated 01/25/06, stating that the ptotiiZt Is In tompkdnce with the Florida Building Code (FBC). Herminio F. Gonzalez, P.E. Director, Building Code Compliance Office NOA No 05- 1129.11 Expiration Date: May 22, 2008 Approval Date: February 23, 2006 NOTES: LA RGEMISSILEVINU0W8 t GLAZING OPTIONS: 44.5/16° LMANATEE) GLASS COMPRISED OF (1) UTE OF 1/8° • ANNEALED GLASS AND (1) LITE OF 118' HEAT STRENGTHENED • GL W/ AID .0881 TERLAYER OF SOLUTIA OR DUPONT PVB. B'3MJ..AMINA1'ED GI'ASS COMPRISED OF (2) UTES OF 1/8" •19P-MT STREIgh GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR PVB. 0.7118' L AMINAV GLASS COMPRISED OF (1) LITE OF 3/16° F,ALED I &SID (1) UTE OF 3/18° HEAT STRENGTHENED CLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. O. 7/18°.fAMINA•a1.ASS COMPRISED OF (2) UTES OF 3/16° ° MEAT STRENCI f l:1 LED GLASS W/ AN .090 INTERLAYER OF SOLUTIA PVB. E. $3136° LG GI.ASGOMSTRENGTHENED PRISED OF (1) UTE OF 1/8" HEAT STRENGTHENGLASS AND (1) 5116° LAMINATED COMPONENT WITH A 3/8' AIR SPACE. 5/16" LAMINATED ° . GCASS COMpRIS, P OF (2) UTES OF 1/8° HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. A F,1,3/1,6" LG. CIPASS C'IMPHISED OF (1) UT•E 01-1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16° LAMINATED GLASS • COMPRISED OF (1) LITE OF 3/16° ANNEALED GLASS AND (1) LITE OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. A G' ¶3/16° I.G. GLASS COMPRISED OF (1) UTE OF 1/8' ANNEALED GLASS AND (1) 7/16° LAMINATED COMPONENT WITH .AN AIR SPACE. 7/16° LAMINATED GLASS COMPRISED OF (2) UTES OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER 2. CONFIGURATIONS: X, XX, XO, OX, XOX AND O 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-98. A B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR °X° CONFIGURATIONS SEE SHEET 5. E. FOR ")0C CONFIGURATIONS SEE SHEET 6. F. FOR 444 'XOX° & CONFIGURATIONS SEE SHEET 7. G. FOR 4-44 "XOX' & ")(O° OR "OX" CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL LIT E 'XOX, XO° &'OX° CONFIGURAT IONS SEE SHEET 9. A4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3, 4 AND 13 FOR ADDmONAL ANCHORAGE INFORMATION. HEAD & SILL: MAX. 4' FROM CORNERS MAX 4" & 7° ON EACH SIDE OF MEETING RAILS MAX. 14 112" SPACING ON VENTS MAX 13' SPACING ON FIXED L.ITES (9) ANCHORS 3" APART AT MID-SPAN ON FIXED 1 ITE ONLY JAMBS: MAX 4' FROM CORNERS MAX 13" SPACING (2) ANCHORS 3° APART AT MID -SPAN SEE SHEET 13 FOR APPROVED ANCHORS, 1/4" TAPCONS OR 1/4° SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 5 THROUGH 9. SEE SHEETS 5 THROUGH 9 FOR DESIGN PRESSURE UMITATIONS WHEN ANCHORING WITH #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRE) 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. REFERENCE1 ES! REPORTS: F R -3580, FTL -3582, F•FL- -3587, F'IL -3729, FTL4607 AND FTL -4608. 0 X 0 CONFIGURATIONS OPTIONS x x 0 x R 0 x d x UNEQUAL UTES x 0 UNEQUAL UTES 0 x UNEQUAL UTES NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3-4 DESIGN PRESSURE TABLES....... 5-9 SECTIONS 10 CORNER CONSTRUCTION__ 11 EXTRUSION PROFILES 11 -12 PARTS LIST ...... 12 ANCHORAGE 1,3,4,13 rr aar: F/G Head FIC Wet Vasa 7170103 Rceicara S Reainnse c A011 13H0'LG 8 MOVED NC DETAILS 10&iSET2 NO CHANGE MS sieET F.K. Nasser dabs 1103iS 0 +.nn ADC 78'H7., OW ASS TM S F AMP G RF12SPANCHORAGE taaaeey 1070 TEMSYQ1ACYDRIVE ACK0400 n 3427& P.C. COX 129 RUT NOTES AND TABLE OF CONTENTS ALUMINUM CASEMENT WINDOW, IMPACT _ i,,, a Tumor. P.E. smmawr lags. VA* Ca.amMa - ,, PC B5412131 04-740 ... J . ! ... 0 r3 E .. 7U4.5.8 D hiewmalcal F.K. 12/17/02 Eta Rester A 1/8" ANNEALED OR .090 PVB INTERLAYER HEAT STRENGTHENED , •• GLASS 1 -1/8° HEAT STRENGTHENED GLASS • • fl • rI� �1 3/8" AIR SPACE 1/8' HE.AT STRENGTHF-RED GLASS •••• • • • • __• • • • •— • • .•• • •••• • • • .• • •• • 3/16° ANNEALED OR HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE ' ' NOTE PVB INTERLAYER IS BY SOLUTIA OR DUPONT • 5/16° LAMINATED GLAZING DETAIL 7/16" LAMINATED GLAZING DETAIL .090 PVB INTERLAYER 3/16° HEAT STRENGTHENED GLASS GLASS GLASS GLASS BITE 111 1 87 O 3/16" ANNEALED OR HEAT STRENGTHENED GLASS AIR SPACE 118° ANNEALED GLASS 13/16" 13/16'1.G. W1 7/16" LAMI A GLAZING DETAIL .65" NOM. GLASS BITE 5/16" LAMINATED COMPONENT 1 /8" HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 13/16" I.G. W/ 5/16" LAMI GLAZING DETAIL 7/16" LAMINATED COMPONENT .090 PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS Rm4fl• mac MK WM3 A REDRAW GAZING DETAILS 8 ADD 13/1( P LG. 03/25109 meet°far Oft me): aft great= AK 7110103 C NO CHRAOSTHIS SINEE7 F1L 82343 0 ADO 13116'Wee4Gt V0 IMAM & CORRECT5t18' LAW DETAIL 1070 TEONNOLOGY A E NOKOM4 FL 34276 P.O. BOX 1678 NOKOMIS FL 34274 GLAZING DETAILS PST ALUMINUM CASEMENT WINDOW, IMPACT Vbibty Batter Sarbedabt s+M" .. 04745 70454 I D Lucas A. Turner. PE PE X01 M NTS 2 ' 93 •• • • • ••• •••• • • • ,' �' CENTERLINE "011FI :•, 1112° • ••�� • •••• • • •••• •••• • MID-SPAN AWCId6IR DETAIL • • • • (SEE SIITS.LN(iTE 4) • • • •• • • •• • • • • ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) 1 3° MAX. O.C. 4° • • • ANCHOR LOCATION TYP. SEE MID-SPAN ANCHOR DETAIL TYP. (2) 30" MAX DAYLIGHT OPENING MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 134° MAX WIDTH 53" MAX DAYLIGHT OPENING DENOTES INGE LOCATION AT HEAD & SILL OF °X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL TYP. (2) } 13" MAX O.C. f 4 " MAX 4" MAX 30° MAX DAYLIGHT OPENING 74" MAX. WIDTH MAX DAYLIGHT — OPENING A 69" MAX DAYUGHT OPENING A 76° MAX HEIGHT 1 SEE MEETING RAIL'DETAIL • ( 141/2° MAX O.C. TYP. ELEVATION °B° - "XX° (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION t 4 MAX.- .- 13° MAX. O.C.- 1+-0 -1 1---.-1-14 1/2" MAX O.C. VENT HEAD & SILL ONLY VENT TYP. 37° MAX I 60" MAX FIXED SEE MEETING RAIL DETAIL TYP. (4) ELEVATION "A° - °XOX" (SEE SHEETS 7 -9 FOR PRESSURES) 69" AJAX DAYLIGHT OPENING 76° MAX HEIGHT — A 'z (ll2 J /Us rear a." Resta r FJC 30=3 8 CHANGESHEETNO. REFERENCES tirade", Osta thalskan F.K 7/10M3 C ADO HOVGE LOCATION DETNLS FJC 62305 D CHANGE ALUC H7. TO76'ANDMAK 01.070 FJC 1070 TECHNOLOGY DRIVE NOKOaIS, FL 94275 P.O. gm 1579 NOW= FL 34274 p "7 X" & %COX" ELE VA11ONS ALUMINUM CASEMENT WINDOW, IMPACT X 7102 ChwealeF mbc Setilbelt CA-740 NTS 3 a 13 Im"" 7046.8 I D IA= A. Turner. PS. PE 658201 Matharttnal • • • • •• • • • ••• •••• • • •••• • •• • • • ••• •••• • • •••• • •••• • • • •• • DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, • • • TYPICAL. SEE HINGE • • • DETAIL SHT. 4 • • • • • •••• • • • • • •• •• •••• • • • •• • • • • • HINGE LOCATED APPROX FLUSH AGAINST JAM, TYPICAL. HEAD & SILL HINGE LOCATION DETAIL 141/2" MAX. O.C. VENT HEAD & SILL ONLY SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" 0.C. SEE MIDSPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX - 0.C. 37° MAX. WIDTH 30" MAX. DAYLIGHT OPENING MAX. J X \ 4" MAX _ 14 1/? 4" MAX O.C. ELEVATION "D" - "X" (SEE SHEET 5 FOR PRESSURES) 30° MAX 53" MAX DAYLIGHT 53 IY17�. OPENING DAYLIGHT OPENING 69" MAX. DAYLIGHT OPENING 76" MAX HEIGHT 97° MAX WIDTH SEE MID-SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 4" MAX 4 MAX-{ L_ I 1 J 1�I13" MAX. O.C. " 111......... .J 37 " MAX VE 80" MAX FIXED 13° MAX O.C. 4" MAX 4 mAx.Fil ° ® 69" MAX DAYLIGHT OPENING 60" MAX. WIDTH 53" MAX DAYLIGHT OPENING MAX O.C. ELEVATION "E" - "O° (SEE SHEET 7 FOR PRESSURES) NOTE: "X° PANEL MAY SWING IN EITHER DIRECTION 76° MAX HEIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) ELEVATION "F" - NCO° & "OX" UNEQUAL LITE (SEE SHEETS 8-9 FOR PRESSURES) 76" MAX. HEIGHT Red b""r FJ4 312 ReAstour B CHANGE SHEET NO. REFEFIGNCES bor 7/10/09 Rinitersrsg D hnen c•e Checked Br f 2/17A02 F.K. Rawer cmx FJC U. .V8 Re ale : FJC RK O ADD HINGEOETA2 8 WIESE LOCATION NOTES CHANGE MAX HT. TO 76°AND MAX DLO TON" o"ee 1070 TECHNOLOGY ERNE NOKOMIS R 396E70 P.O. sqx 1829 NOKOMIS, FL 34274 °X", "0" 'XCO "& ''OX' ALUMINUM CASEMENT WINDOW, IMPACT I NTS 14' d f3 I� ° �° 7045-8 Id Lucas A. Tumor, P.E. PE 058201 Mechanical COMPARATIVE ANALYSIS TABLE 1. X' WINDOWS TEST REPORTS: FTL-3582, FTL-3587, FTL -3729 GLAZING OPTIONS: A. 5/16" LAMI (1/8°A,.090,1/8 B. 5116" LAMI (1 /8%IS,.090,1/8"HS) E. 13/16" LAMI (1/8"HS,3/8" SPACE,5/16° LAMI -W/ 1/8"HS,.090,1/8"HS) • • "v" • WID'RP••. • • • HEIGHT 4 . • . . 31 36 38 3/8 43 50 5/8 54 57 60 63 66 69 72 NEC POS NEC POS NEC POS NEC POS NEC POS NEC POS NEC POS NEC POS NEC POS NEC POS NEC POS NEC POSLNEG POS NEC POS 191 416'1 91 !8 • ' • A - 80.0 :40 -$0.0 70.0 -90.0 70.0 90.0 70.0 -90.0 70.0 -90.0 70.0. 90.0 70.0 -90.0 70.0 -90.0 70.0 90.0 70.0_- 90.0 70.0 -90.0 70.0 -90.0 '70.0 -90.0 70.0 B,E -90.o 'fdd'4O.o 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 - 90.0 70.0 2i • 4 A - 90.0./0 ;.0 70.0 -90.0 70.0 90.0 70.0 -90.0 70.0 -90.0 70.0 90.0 70.0 -90.0 70.0 -90.0 70.0 - 89.6 70.0 -86.3 70.0 - 842 70.0 70.0 66.2 4832 -90.0 -65.0 70.0 70.0 65.0 -81.7 - 90.0 - 63.7 70.0 70.0 63.7 ' -90.0 -d0.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 90A 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 -66.2 28 l _ A • -90.0 t7.0.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -83.6 70.0 -79.9 70.0 -75.4 70.0 -72.4 70.0 -69.9 69.9 -67.8 67.8 B,E - 90.0.70,Q _A00 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 an • • „ • 6 -so.0 x ; Ii0.0 700 -90.0 70.0 97.4 700 - 77.6 70.0 - 68.4 68.4 - 63.9 63.9 _ - 60.0 60.0 -58.5 58.5 -562 562 - 53.4 53.4 -51.3. 51.3 -49.8 49.8 -48.3 48.3 tag -90.0 ,70.g !.1.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 90.0 70.0 -90.0 70.0 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 90.0 70.0 90.0 70.0 90.0 70.0 34 ,.. • 4 • ,,, 4 , - 90.0" �I'0 4.0 70.0 -88.3 70.0 91.0 70.0 - 71.1 70.0 91.8 61.8 - 58.9 58.9 -56.1 56.1 - 53.8 53.8 -50.4 50.4 -47.7 47.7 -45.6 45.8 -433.9 43.9 - 42.2 422 48 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 - 87.8 70.0 -84.4 70.0 A - 75.0 70.0 -75.0 70.0 - 75.0 70.0 - 75.0 70.0 -85.5 65.5 -57.5 57.5 - 54.9 54.9 -51.8 51.8 -48.6 48.6 - 452 452 42.4 42.4 B,E -75.0 70.0 - 75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 - 75.0 70.0 . r - 8i ' r: - �F3rAr.: D fL r�V 36 A - 75.0 70.0 - 75.0 70.0 - 75.0 70.0 - 70.4 70.0 - 60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -422 422 - 39.7 39.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 37 A 75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 - 59.0 59.0 " -52.8 52.8 -49.9 49.9 -48.4 46A - 43.5 43.5 -41.1 41.1 - 38.6 38.6 B,E - 75.0 70.0 - 75.0 70.0 - 75.0 70.0 75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 TABLE 2. "X" WINDOWS TEST REPORTS: FTL -3580, FTL-3587 GLAZING OPTION: C. 7/16" LAMI (3116"A,.090,3/16"HS) ALL "X" SIZES UP TO 37" WIDE x or HIGH AND ALL "X" SIZES UP TO 32" WIDE x 72" HIGH 1-90.0170.0 TABLE 2A. "X" WINDOWS TEST REPORTS: FTL-4607, FTL -4608 A GLAZING OPTIONS: C. 7/16° LAMI (3118"A,.090,3/18"HS) F.13/16" LAMI (1/8°A,AIR SPACE .7 /18" LAMI-W/ 3/161k.090,3/18"HS) ALL "X" SIZES UP TO 37" WIDE x 76" HIGH -55.0 55.0 . X NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.8 P.S.F. , �' �- rr/ LO�A.Tumor, E. PE #235201 Mechanical - FA 32549 Mil AD GLASS TYPE 70 TABLES 1 & 4 107 NOKCA $AOYDAVE IY�Ca'El9 Pi S 6T/S F.asoxwae II�KOW4 FL 36 1p PRESSURES- X COlVF.1Q. WINDOWS FK F.K. 711 0R 7l1ffi NO CHANGE T10 3SF0B:T 7.. ALL/AA/NUMC,45ENlENTWINDOW, IMPACT FR q F.K Mgr FJC MVOS }?117/02 REVISE ANCHORS a ADD 76•HEIWITOPTlON - , Visibly ' 46" mr sec CA-740 I N T S m�e 5 ° 13 a,er"w" I 7045.8 mac D • • • • • • • • • • • 0 COMI•RRA"nIVE AN/ .YSIS 114BLE 3. "XX" WINDOWS TEST REPORTS: FTL-3582 • � . .. a GLAZING OPTION: A. 5/16° LAMI (1/8"A,.090,118"HS) • • • • ° • • • • • HEIGHT •••• • 31 36 38 3(8 43 . 48 50 5/8 54 57 60 83 • °i •� • "•t - • NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 3'1 • -75.0 Met '-75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 43 • A -75.0 ' 9dd 1 -15.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 a-. A -75.0 '76 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 5 3 f / / A -75.0 i 704 `J5.0 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 =75.0 70.0 75.0 70.0 - 75.0 70.0 -72.1 70.0 -69.5 69.5 -67.5 67.5 6f " A -75.0 70.0 x'5.0 70.0 -75.0 70.0 75.0 70.0 - 75.0 70.0 T4.4 70.0 -69.6 69.6 - 65.2 65.2 -63.0 63.0 - 60.8 60.8 -58.0 58.0 60 A - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -68.4 68.4. -63.9 63.9 -80.0 60.0 -58.5 58.5 -56.2 58.2 - 53.4 63.4 64 A -75.0 70.0 -75.0 70.0 75.0 70.0 75.0 70.0 - 71.1 70.0 -61.8 61.8 -58.9 68.9 - 56.1 56.1 -53.8 53.8 30.4 60.4 -47.7 47.7 68 A - 75.0 70.0 -75.0 70.0 75.0 70.0 76.0 70.0 -86.5 85.5 •57.5 57.5 - 54.9 54.9 -51.8 51.8 -48.6 48.6 -452 45.2 -42.4 42.4 72 A -75.0 70.0 -75.0 70.0 75.0 70.0 70.4 70.0 -80.4 60.4 - 54.3 54.3 51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 39.7 39.7 74 A -75.0 70.0 -75.0 70.0 73.7 70.0 57.9 67.9 -59.0 69.0 -528 52.8 -49.9 49.9 - 48.4 46.4 - 43.5 43.5 -41.1 41.1 -38.6 38.6 • • • • • •.• • • • • • • X X TABLE 4. XX° WINDOWS TEST REPORTS FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1/8"HS,.090,1/8°HS) E 13/16" LAMI (1/8"HS,3/8" SPACE,5I16" LAMI -W/ 1/8°HS,.090,1/8"HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1-75.01 70.0 TABLE 5. "XX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/18" LAMI (3116"A,.090,3116"HS) ALL XX". SIZES UP TO 74" WIDE x 83" HIGH 1 -90.01 70.0 TABLE 5A. IOC WINDOWS TEST REPORTS FTL-3580, FTL -4807, FTL -4608 GLAZING OPTIONS: C. 7/16° LAMI (3/16°A,.090,3/1 F.13/16" LAMI (1I8"A,AIR SPACE,7/16" LAMI W/ 3!16 "A,.090,3/16"HS) ALL XX" SIZES UP TO 74° WIDE x 76" HIGH 1-55.01 55.0 A NOTES: A 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS UMITED TO 69.6 P.S.F. Oaks B risaeex Dar REVD ANCHORS B ADD TABLES 78' HEMON T OFRON en"e$, F.0 F.K Flarkiosm Reddest 0 c1"crsd8: any to70 TECHNOLOSYDRIVE NORMA R 90276 P.Q. BOX 1629 NOKObl13 R 34274 P Visibly Better PRESSURES - XX CONFIG. WINDOWS Luals A. Tuner, P.E. PE #31201 rdeahankal Dais 12117/02 Tale ALUMINUM CASEMENT WINDOW, IMPACT &,eeibe" 61st" &or amia 04.740 I NTS 1 8 et 13 I 704588 D • • • • • • • • • • • • • • • • 114 ro -xmx. 38 37• • • 3911 42 45 • 48 501/2 531/8 64 65112 57 581/2 •••• ••i?-• • • 74 •• • •• • II • • 1••• 98 101 108 318 108 111 114 117 A 13 ,E C,F A B,E • C,F A • B,E C,F A B,E , c,F A B,E ■CF A 13,E C,F A 9.E C,F A 8,E C,F A B,E CF A 0,E C,F A B.E C,F A B,E C,F A 8.E 31 38 38318 69 83 67 72 43 48 80 518 64 NE83 NO REG P08 NEG POS NEG POS NEG POS NEG P08 NEG P08 NEG POS NE0 POS NEG - 76.0 -16.0 70.0 -75.0 70.0 -70.4 70.0 -80.4 604 -54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -422 -7549 70.0 -15.0 70.0 -75.0 70.0 -75A 70.0 76.0 70.0 - 78.0 70.0 - 76..0 70.0 - 75.0 70.0 - 75.0 70.0 -75.0 4011 /a. 0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 - 90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 -75.4 7 - .0 70.0 -73.7 70.0 47.9 87.8 -59.0 59.0 .52.8 52.8 - 49.9 492 -48.4 46.4 -43.5 43.5 .41.1 41.1 .388 38.6 - 75,0 1 t5.0 70.0 75.0 70.0 75:0 70.0 - 75.0 70.0 - 78.0 70.0 - 75.0 70.0 75.0 70.0 - 75.0 70.0 - 75.0 70.0 - 752 70.0 401 07 ,4110.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -800 70.0 -90.0 70.0 -90.0 70.0 40.0 70.0 -90.0 70.0 90.0 70.0 - 55.0158.0 55.0156.0 - 75.0 70.0 - 78.0 70.0 - 87.8 87.8 -82.1 62.1 -55.7 55.7 -49.8 49,8 - 48.948.9 - 43.6 43.6 -41.1 41.1 38.8 38.6 -388 38.6 -7541 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -76.0 70.0 - 76.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -83.2 70.0 55.0166.0 -55.01 55.0 -90.0 70.0 -80.0 -90.0 1 70E L90.0 70.0 7544701 h7,8.0 70.0 -82.4 82.4 -58.4 58.4 -63.3 63.3 504 58.4 53.4 534 -50.0 50.0 -482 48.8 -44.3 44.3 -41.9 41.9 75.0 *0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 700 -75.0 70.0 -76.0 70.0 -90 bZ -8b.0 70.0 -90.0 79.0 -90.0 70.090.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -84.5 70.0 -79.7 70.0 75.8 70.0 55.0155.0 - 55.0155.0 760 702 ► 70.3 70.0 -69.0 58.0 -54.6 64.8 -59.3 69.3 53.5 53.8 -50.9 50.9 -47.5 47.5 -44.7 44.7 -42.1 42.1 -39.7 3a7 766.75.0 -1p.0 70.0 -75.0 70.0 75.0 70.0 75.0 70.0 -75.0 70.0 75.0 70.0 -76.0 70.0 -75.0 70.0 - 75.0 70.0 76.0 70.0 70A 592 59.2 •55.0155.0 556156.0 -40.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -76.0 70.0 55.0 65.0 44.3 54.3 - 51.1 51.1 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 90.0 70.0 - 90.0 70.0 -90.0 70.0 90.0 70.0 -75.0 70.0 -60.8 60.8 -51.3 51.3 -48.9 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 -90.0 70.0 -902 70.0 -90.0 70.0 90.0 -75.0 70.0 -58.7 58.7 - 48.7 48.7 -45.4 -76.0 70.0 -78.0 70.0 -75.0 70.0 -75.0 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 - 75.0 70.0 582 58.2 -476 47.9 -44.8 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 -75.0 70.0 -57.1 57.1 -48.4 46.4 -43.3 780 70.0 -75.0 70.0 - 75.0 70.0 76.0 90.0 70.0 90.0 70.0 -90.0 70.0 -90.0 -72.9 70.0 53.4 53.4 - 42.2 42.2 -39.7 -78.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 702 -90.0 70.0 -90.0 70.0 - 90.0 70.0 90.0 70.0 -90.0 70.0 -87.4 48.3 70.0 70.0 464 70.0 700 44.5 70.0 70.0 -90.0 70.0 40.0 70.0 -882 70.0 41.8 70.0 76.9 70.0 -724 45.1 55.1 41.4 514 -48.0 486 -45.3 45.3 -42.6 42.5 -40.4 -75.0 70.0, -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 40.0 70.0 -8.0 70.0 80.9 70.0 -75.0 70.0 -70.7 70.0 47.3 52.7 52/ - 48.7 48.7 -40.9 48.8 -43.5 43.5 41.3 41.3 -392 75.0 70.0 -75.0 70.0, 75.0 70.0 - 75.0 70.0 75.0 70.0 -75.0 -90.0 70.0 - 812 70.0 - 75.7 70.0 703 70.0 -681 66.8 -63.5 50.0 50.0 -48.1 48.1 -442 44.2 .42.2 42.2 -40.1 40.1 - 38.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -88.8 70.0 - 78.4 70.0 -71.1 70.0 -68.5 86.5 53.0 63.0 50.0 -19.1 49.1 -483 46.3 -40.4 43.4 -41.9 41.9 38.8 39.8 -37.6 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 POS NEG POS NE01P08 NEO1 42.2 -39.7 39.7 70.0 75.0 70.0 70.0 -90.0 70.0 -55.01 55.0 , -55.01 65.0 40.4 -38.4, 384 70.0 -78.0 70.0 67.3 541 64.1 - 56.0155.0 -55.01 55.0 392 47.1 37.1 70.0 -74.3 70.0 - cos 80.8 - 55.0155.0 - 52.61 38.0236.2 70.0 - 72.4 70.0 60.0 - 57.3 57.3 -53.8153.8 - 494149.4 376 -352 36.9 70.0 - 71.8 70.0 2 70.0 -75.0 70.0 -70.1 70.0 454 55.4 -81.8 81.8 -58.159.1 -58.4 68.4.526152.8 -48.4148.4 43.3 -47.5 47.5 -432 43.8 - 42.2 42.2 -40.8 40.8 -39.1 39.1 -37.2 372 -35.4 354 70.0 - 78.0 70.0 - 75.0 70.0 -75.0 70.0 78.0 70.0 -75.0 70.0 -74.3 70.0 -70.8 70.0 40.0 70.0 90.0 70.0 -900 70.0 -90.0 70.0 44.3 70.0 -728 70.0 58.4 88.4 - 63.8 83.6 -60.1 80.1 -57.5 57.5 -54.8 54.8 41.1151.1 - 48.8146.8 4081 -78.0 70.0 582 582 -44.8 44.8 -42.1 42.1 482 482 -42.5 42.5 41.2 41.2 -39.8 39.8 -386 38.6 -36.7 383 -76.0 70.0 -76.0 70.0 -75.0 70.0 -76.0 70.075.0 70.0 -75.0 70.0 75.0 70.0 75.0 70.0 -75.0 70.0 -73.3 70.0 34.8 34.8 59.6 89.6 -90.0 70.0 - 90.0 70.0.90.0 70.0 -90.0 70.0 81 70.0 -70.7 70.0 -68.7 68.7 -61.8 81.8 48.7 68.7 -55.9 55.9 -532 532 -49.41 49.4 -4621 452 -74.2 70.0 -55.0 65.0 - 43.4 43.4 -409 409 -44.8 44.8 -41.3 41.3,402 40.2 48.7 38.7 -376 37.8 -38.1 38.1 -34.2 342 -75.0 70.0 -75.0 70.0 -75.0 70.0 -750 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -722 70.0 58.4 68.4 70.0 -79.4 70.0 -69.0 69.0 -84.9 84.9 -60.4 60.4 57.3 57.3 -54.5 54.5 -51.8 51.8 -47.8147.8 -43.8143.8 39.7 - 43.5 43.5 - 40.4 40.4"492 392 476 37.6 -38.7 30.7 -35.5 35.5 -33.7 33.7 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 -71.0 70.0 57.4 67.4 -48 46.3 NEG1 -55.01 -55.01 -5321 99.6 -4521 -42.61 -41.71 GLAZING OPTIONS: A. 6116° LAM (1/8"A,.090.118 HS) B. 5H6° LAMI (1/WHS,.�,118"HS) C. T/18° LAIC pf18°A,.090,3N6!HS) E. 13!16" LAM 118948 _ SP 5/18 LAMI -W/ 118945,.0901 F.13M8' LAM1 11W SP 7116° LANG- W/ 3HGA,.090,311 • • HEIGHT 78 POs 55 01 - 88.0156.0 COMPARATIVE ANALYSIS TABLE 8. "0" & 9/4-112 -114 XOX' WINDOWS TEST REPORTS: FTL -3582, FTL -319, FTL�7, FTL-4808 50 120 _FA 12/17102 C,F -90.0 70.0 0 700 -90.0 Wad tats ,a„tstat E FA 82550 8 ADD GLASS TYPE TO TABL *me nr FA 7110.03 • ex • 52555 Dant ma 70.0 CfL4NGE ANCHORSAND ADD 76'H7. OPTION -90.0 70.0 -77.1 -87.3 87.3 53.3 59.1 P.O. SOX 15E9 Na (04 `, FL 2274 42s1bb Berm, -55.9 55.8 Pi r_ -83.0 63.0 CA -50.0 50.0 &Wakes c Realms m amaer Data NO CHANGE DOS SHEET 46.3 65.0 55.0 -55 .0156.0 45.2 436 426 41.7 462148.2 83.3 59.1 - 42.8142.8 - 40.81 ABLE 7. "& 914112- 114 XOX" WINDOWS TEST REPORT: FTL-35801 GLAZING OPTION: D. 7/16° LAMI (3/18"H8,290,3/18"HS) ALL "O" SIZES UPTO80 WIDE x 83* HIGH AND AU. 1/4-1/2-114 X0X* SIZES UP TO 120" WIDE x 83" H1014 1- 90.0170.0 TABLE 7A. "0" & "1/4-112 -1/4 XOX" WINDOWS TEST REPORTS: FR. - 4801, F71.4608 GLAZING OPTIONS: D. 7116 LAMI (31469i3,A90,3118°HS) 6.13/18' LAM! (1/8"A,AIR SPACE,7M8" LAMI -WI 3M8"HS,.080,3/16"HS) ALL "O" SIZES UP TO 80" WIDE x 78" HIGH AND ALL 9/4-1/2-114 XOX" SIZES UP TO 120° WIDE x 76" HIGH 1- 55.01 A NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4° TAPCONS OR ® 114" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH 812 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. PRESSURES -O& 1 /4412- 1/4 XOX CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT Sale NTS I 0 13 1 7045.8 I D 4 X 1 2 O 1 4 X 0 Lucas A Turner, P.E. PE 458201 1lechianlael ANAlS'S&S TABLE 8. °XO° OR 'KW' & °1/3- 113.113 XOX WINDOWS TEST REPORT: FTL-3582 I COMPARA 7 711/E • " " "" • ' XO)C WIDTH GLAZING OPTION: A. 5/16° LAMI (1/8°A,.090,W8 • • HEIGHT • "28 31 36 383/8 43 48 505/8 54 57 60 63 UV POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 4 • $5112 � � 70.0 - 75.0 70.0 -75.0 70.0 - 75.0 70.0 75.0 75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 it • " 72 ji b 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 49 '8S' 6 74 A V311 70.0 75.0 70.0 75.0 70.0 - 75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 5311$ 79 213 A' Vet 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -72.1 70.0 -69.5 69.5 -67.5 67.5 • : • • 84 'A !At 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 %75.0 70.0 -71.9 70.0 -67.7 67.7 -84.9 64.9 -62.7 62.7 -60.4 60.4 bit • • 90 g1 OS4. 70.0 75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 38.4 68.4 - 63.9 63.9 -80.0 60.0 58.5 68.5 - 582 582 -53.4 53.4 ¢t •' • „ 98 A' - 75.0.70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 53.8 r 53.8 50.4 50.4 -47.7 47.7 87.388 • 101 A -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 56.4 86.4 - 582 582 55.6 55.6 52.6 52.6 -49.4 49.4 -45.9 45.9 -43.1 43.1 70.917 106 3/8 A -75.0 70.0 - 75.0 70.0 -76A 70.0 - 71.8 70.0 -81.8 61.8 - 85.1 55.1 51.9 51.9 -48.9 482 - 459 45.8 -428 42.8 -40.3 402 ' 44.8 422 422 39.7 72 108 A -76.0 70.0 - 75.0 70.0 -75.0 70.0 - 70.4 70.0 -80.4 60.4 - 54.3 54.3 -51.1 51.1 - 479 47.9 -449 - -39.7 74 111 A -75.0 70.0 - 75.0 70.0 73.7 70.0 57.9 67.9 59.0 59.0 -62.8 52.8 - 492 49.9 - 48.4 46.4 - 43.5 43.5 41.1 41.1 38.8 38.6 • • • • • • • • • • • • • • • . • TABLE 9. XO° or °OX & 113- 113 -1I3 XOX° WINDOWS TEST REPORTS: FTL -3582, FTL3729 GLAZING OPTIONS: 6.5/16° LAMI (118°HS,.090,121°HS) E. 13/16° LAMI (1/81HS,318° SPACE,5H8° LAMI -W/ 1189HS,.090,1/8°HS) ALL XO° OR °OX° SIZES UP TO 74° WIDE x 63° HIGH AND ALL °113- 113 -113 XOX" SIZES UP TO 111 ° WIDE x 63° HIGH 1-75.01 70.0 TABLE 10. XQ" or "Or & 1V3 -113-1/3 XOX" WINDOWS TEST REPORT: FTL-3580 GLAZING OPTION: C. 7/16° LAMI (3/18°A,.090,3116°HS) ALL XO° OR 'Or SIZES UP TO 74° WIDE x 83" HIGH AND ALL °113 - 113 -1/3 XOX SIZES UP TO 111° WIDE x 63° HIGH I -90.01 70.0 TABLE 10A. XO° or °OX & 913. 113.113 XOX WINDOWS TEST REPORTS: FTL-3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/18° LAMI (3/16°A,.090,3/161HS) F.13/18° LAMI (1/8°A, AIR SPACE,7/16° LAMI-W/ 3/16"A,.090,3/164-1S) ALL XO° OR "OX SIZES UP TO 74° WIDE x 78' HIGH AND ALL °1/3- 1/3 -1/3 XOX" SIZES UP TO 111° WIDE x 76° HIGH 1-55.01 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES USE ELCO 114° TAPCONS OR 114° SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.8 P.S.F. 3125103 a°r 7/9003 e,Or 9/2+NF 1 7/92 lisdeor B ADD GLASS TYPE E 1O TABLE 9 Reastas C NO CHANGE THIS SHEET Iterlskew 0 CHANGE ANCMORS AND ADD 76'HHGHTOPTION 6MOe°Tay. Dog 1070 7ECFNOLOGY DRIVE T macaws, F1.34376 Ka 90X 1519 NOXO B FL 34274 1 Better PRESSURES- XO, OX 80 1/3-113 -1/3 XOX WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT ammm°me CA.740 NTS 8 a 13 7045 D 3 X 1 3 3 X X 0 x Yarr Limas A. Turner, P.E PE C98201 Med•nted COMPARATNE ANALYSIS TABLE 11. GLAZING OPTION& A 5118° LAMI (1/rA ..80,X8"1-5) B. sM8° LAMI (1189HS,.080,1/8°HS) C. 7/18° LAMI (3/16"A,.090,3/16°HS) • • E. 13/16° LAMI VMS 3B" SPACE 5116° IAMI- W/ 118°HS ..090:1�i F.13/16° LAMI 1/8°A,AIR SPACE,7 /16° LAMI W/ 3M8° .090 • • HEIGHT • WIDTHS • • Oh Ilk AM. Q*" FIXED • 4 •• • 264 19.125 31.013 SI SP 000 78 134 • 84. 36.919 . 4• • •• • • • • 649 •30• • • •• 33.687 34 34.791 36.898 36 37 • 42.973 • • 48.649 • 51.892 54.827 55.135 56.418 58209 58.378 60 A C,F 19,83 A p 5 ,e7,5.0 70.0 -53.5 53.5 - 50.4 50.4 -54.5 64.5 -50.7 60.7 - 482 482 -44.9 44.9 -42.0 42.0 -40.1 40.1 -38.0 380 ;75.0 70.0 -75.0 70.0 -75.0 70.0 -790 70.0 76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 80.0 70.0 40.0 70.0 -90.0 70.0 -90.0 70.0 -84.7 70.0 -79.5 70.0 73.6 70.0 -697 69.7 4163 65.3 -63.1 63.1 -55.01 55.0 a B,E C,F A BE C,F A 19,E C,F A B,E C,F A 8,E C,F A 19,E C,F A B,E C,F • 028 36 38 318 ' 43 48 _ 50 518 54 57 60 63 67 MG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG PO8 NEC PO5 NEGI P08 -55.0 70.0 -75.0 70.0 - 75.0 70.0 -74.1 70.0 -64.9 84.9 -60.6 60.6 - 58.1 58.1 -58.1 58.1 - 53.3 53.3 .50.5 50.5 F'i5.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 - 75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 - 80.0 70.0 - 90.0 70.0 - 80.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 45 .0155.0 78.0 70.0 -69.1 69.1 -63.4 03.4 -56.5 58.5 - 50.4 594 -47.6 47.5 -44.1 44.1 -41.6 41.6 -39.2 392' - 38.9 36.9 6 -16.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 - 75.0 70.0 - 75.0 70.0 - 750 70.0 - 75.0 70.0 - 73.8 70.0 0-90.0 70.0 40.0 70.0 -90.0 70.0 - 90.0 70.0 -80.0 70.0 - 90.0 70.0 -90.0 70.0 4140 70.0 - 89.4 70.0 -852 70.0 - 55.0155.0 15.0 70.0 40.5 60.5 -572 57.2 -62.1 62.1 - 552 562 -52.8 528 - 49.1 49.1 -48.2 482 -43.0 43.8 41.1 41.1 i t-715.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 75.0 70.0 - 75.0 70.0 75.0 70.0 X80.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 40.0 70.0 40.0 70.0 -07.0 70.0 - 81.8 70.0 -772 70.0 73.1 70.0 45.0155.0 -18.0 70.0 -49.9 49.9 48.8 46.8 -51.3 51.3 -47.4 47.4 - 455 45.5 42.7 427 -40.7 40.7 -38.8 38.6 38.6 38.6 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 790 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -732 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 - 78.8 70.0 -73.2 70.0 -08.3 68.3 -84.8 84.8 41.4 61.4 -58.8 58.8 -55.0166.0 -75.0 70.0 -47.3 47.3 - 44.0 44.0 - 494 48.4 - 44.7 44.7 -42.8 428 -41.4 41.4 -39.5 39.6 -37.5 37.5 357 357 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 - 750 70.0 75.0 70.0 -78.0 70.0 75.0 70.0 -74.9 70.0 -71.4 700 -90.0 70.0 490.0 70.0 -90.0 70.0 - 85.8 70.0 -74.0 70.0 -89.4 68.4 -84.7 847 - 81.0 61.0 58.4 58.4 - 55.7 55.7 - 52.1152.1 - 75.0 70.0 - 48.8 48.5 - 43.6 43.6 - 47.9 47.9 -44.3 44.3 -42.4 42.4 - 41.1 41.1 -38.3 39.3 -37.3 37.3 - 35.5 35.5 -76.0 70.0 - 75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 -74.6 70.0 71.0 70.0 - 90.0 70.0 -90.0 70.0 - 90.0 70.0 - 65.0 70.0 - 73.1 70.0 -98.8 698 -34.1 64.1 40.5 60.5 - 57.9 57.9 - 552 55.2 -51.5151.5 -75.0 70.0 - 45.5 45.5 -42.6 42.6 -467 46.7 - 43.1 43.1 -41.6 41.8 - 402 402 - 397 38.7 -38.9 382 - 35.0 35.0 -75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.7 70.0 70.1 70.0 -903 70.0 -90.0 70.0 -90.0 70.0 -82.8 70.0 -71.3' 70.0 -673 67.3 -825 62.5 -59.2 59.2 -56.5 58.5 -57.8 53.8 -50.11 591 -74.4 70.0 -43.6 43.6 -41.2 41.2 45.1 45.1 41.5 41.5 -40.4 40.4 -38.9 38.9 37.7 37.7 382 382 34.3 34.3 75.0 70.0 -75.0 70.0 -75.0 70.0 750 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 -72.4 70.0 -68.8 68.8 -90.0 70.0 -90.0 70.0 -90.0 70.0 79.8 70.0 -69.3 69.3 .-65.3 06.3 -50.8 80.8 -57.6 57.6 - 543 54.7 -81.9 61.9 - 48.1148.1 -74.3 70.0 43.5 -41.0 41.0 -45.0 45.0 -41.4 41.4 -40.3 40.3 38.8 38.8 37.8 37.8 -36.1 38.1 44.3 34.3 -75.0 70.0 75.0 700 ,75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -750 ' 70.0 - 75.0 700 -72.3 70.0 48.5 68.5 40.0 700 -800 70.0 40.0 790, -79.6 70.0 , 40.1 69.1 -65.1 65.1 -60.5 695 - 574 57.4 - 54.6 54.8 -513 617 48.0148.0 -728 70.0 422 42.2 493 39.7 -43.5 495 -40.4 40.4 392 392 -377 37.7 36.7 397 45.5 35.5 -33.7 333 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 71.0 70.0 - 87.4 67.4 - 9 0 . 0 7 0 . 0 - 9 0 . 0 70.0 -90.0 70.0 -77.1 7 0 . 0 - 67.3 87.3. 43.3 83.3 48.1 59.1 -55.8 55.9 - 53.0 53.0 -50.0 50.0 - 48.3148.3 -85.01 56.0 45.01 45.0155.0 -55.01 - 55.0155.0 -52.21 -50.9150.8 -47.71 45.8145.8 43.01 - 4981498 41.81 -42.8142.8 40.81 LIM*: Ds* anadael 67. ow= F.K 77/17/02 ale au� FJG 771060 C NO CHANGE 71B8 MEET Ragsdale a°• gleam F x WSW B ADD GLASS TYPE E TO TABLE 11 sex am F.K 199335 D CHANGE ANGfORSAN0 MOM* HEIGHT OPTION "XO° or "OX° & %COX° UNEQUAL LITE WINDOWS 10707ECTINCLOGYORME NOXOABB, FL WAS P.G BOX 1E29 =COMA R.34274 °XO° & "OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. BIG" 1 Ai64 Rezter NTS TABLE 12. "X0" or "Cl( & %COX" UNEQUAL UTE WINDOWS 7E67 REPORT: FTL-3580 GLAZING OPTION: D. 7118" LAM1(3118°HS,.090,3/18°HS) ALL %COX° SIZES UP 70 134° WIDE x 63" HIGH WITH or MAX VENT WIDTH AND 60° MAN. FIXED WIDTH AND ALL "CO° or°OX" SIZES UP TO 137° WIDE x 63 HIGH WITH 37° MAX VENT WIDTH AND 60" MAX. FIXED WIDTH 140.01 70.0 TABLE 12A. °XO" or °0X° & °XOX° UNEQUAL UTE WINDOWS TEST REPORTS: FTL -3580, FTL4807, FTL4808 GLAZING OPTIONS: D. 7118° LA141(31'18"HS..090 3/18'HS) 6.13/16" LAMI (1/8°AAIR SPACE,7 /16° LAM1 -W/ 3H8'HS „010,3/16°HS) ALL '140X" SIZES UP TO 134° WIDE x 76" HIGH WITH 37" MAX VENT WIDTH AND 60° MAX FIXED WIDTH AND ALL %C0° or "OX" SIZES UP TO or WIDE x 78° HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX FIXED WIDTH 1 -55.0 55.0 TEST REPORTS: FTL -3580, FTL -3582, FTL-3729, FTL -4807, FTL -4808 72 NEGIPOS -55.0155.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 114" TAPCONS OR N" 1/4° SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH 812 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. - 47.7147.7 -472147.2 76 NEC I POS - 55.01 55.0 55.0 522 47.7 -44.61 44.6 43.0 44.0144.0 -43.91 43.9 41.91418 41.8 40.8 PRESSURES- UNEQUAL CONFIG. XO, OX & XOX ALUMINUM CASEMENT WINDOW, IMPACT 9 « 13 Mature. 7045-8 I D x O X UNEQUAL LITES X O UNEQUAL L.ITES O X UNEQUAL L ITES 4...z Lucas A. Tunes, P.E PE 428201 Mechanical • • • • s • • • • • • • • • • • • • • • • •• • •• • • • ••• • • • • - • •• • • • •- • •••• • • •••• • •• • • • •• • ••• • ••• MAX HEIGHT (SEE SHTS. 3 & 4) 80 Ws Rensbax FJC 3RbV9 B Rars100 Wee 0101000 FJC MOM C FJ lig 0s* R01000 FJC 6P1S05 D 001∎000 Wog crasroex F.K. 12/17/02 •• •• f • •••• • • •••• VERTICAL SECTION OPERABLE UNIT ADD 13ftrLO. BEADOEb1 SHOW TOP HINGE Clio SHT. NO. REF. AND ADD MEM89 Lids DAYLIGHT L MAX. VENT O OPENING O (SEE SHT. 3) MAX DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) VERTICAL SECTION FIXED UNIT REFERENCE "XO° & °XOX° FRAME ASSEMBLY DETAIL, SHEET 11 000 1070 TEGFINC OCR• WAX NOKOMIS, FL 34278 P.O. BOX 189 NOKOLB8, FL 34274 MAX. FIXED LITE DAYLIGHT OPENING — (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX kiadbb Behr SECTIONS MAX VENT DAYLGHT OPENING (SEE SHT. 4) MAX WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X MAX VENT .� I� DAYUGHTOPENING -►I s (SEE SHT. 3) 0 5 MAX WIDTH (SE HT. 3) © © ® r ' ` HORIZONTAL SECTION - XX ALUMINUM CASEMENT WINDOW, IMPACT I NTS + 10 or 13 I m'Av 7045.8 REFERENCE °X0° & °XOX° FRAME ASSEMBLY DETAIL, SHEET 11 " - REFERENCE WV FRAME ASSEMBLY DETAIL, SHEET 11 O00 Lucas A. Tuna, P.E PE1 A • • • • • • • • • • • • • • • • FRAME ASSEMBLY TUBE, MATL: 6083 -T6 e f PA1E JAM§ •••• � • •• • • • ••e• •••• ' "XX FlearitSSEMBLY DETAIL •••• • • • •• • • IS FR/IME ASSEMBLY • MATE: T6 "X' FRAME JAMB "XO" & "XOX FRAME ASSEMBLY DETAIL FRAME HEAD OR SILL #8x1 QUAD PH SMS (2) PER CORNER #12x1 PH TEK SMS 13' MAX O.C. WI (2) SCREWS 3" APART AT MID-SPAN "X' FRAME JAMB #12x1 PH TEK SMS 13" MAX O.C. W/ (2) SCREWS 3" APART AT MID-SPAN 'O' FRAME JAMB MAIN FRAME ASSEMBLY DETAIL NOTE ALL ALUMINUM SHALL BE OF 6063 -T6 #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME ASSEMBLY DETAIL SASH FRAME TOP OR BOTTOM RAIL U 1.376" .095° CASEMENT BACKING PLATE MAIL: 8063 -T8 DWG# 7071 1.159' 2.139" C SASH FRAME HEAD, SILL JAMB MAIL: 6083 -T6 DWG# 7003A 1 3.544' .062" NOM. 2.784" 0 FIXED FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7005A NOM. 1- 2.784' O FRAME HEAD, SILL JAMB MATL: 6063 -T6 DWG# 7002A 2.919" 1(121/vf sex *Re I FA 326(03 8 FR m0/03 weaaex FA men SR m* FA 12,17Az e"m 523/08 ND CHANGE MIS SHEET D NO f? 4NOE THIS SHEET D ADD ITEM 89 7070 7ECNNa1.00Y DRIVE NOKOMIS R.3e278 A.O. SOX 7+3� NOKOMIS. FL 3074 PST Visibly Better EXTRUSIONS & ASSEMBLY DETAILS AL UMINUM CASEMENT WINDOW, IMPACT • 0.4.740 N7S 11 r 13 I 70458 D Loos A. ?itm*, P.E. PE 038201 t1ecal A 2x WOOD BUCK • • (SEE NOTE 3) • • 1A° MASC. ..SHIM -sue ®SE ol1iie 2 FX Rood Bs FJG FJG ••• • •••• •• ddl/2" • • • ,MIN. • • • • OPEI AI LE LLNIT FRAME •••••• TO WOOD BUCK 1 1/2° OR MORE THICK RndOs Bows *Says fiK 305513 B Ass tW dabs 7/1003 Arter B7s Bats 121171172 C Re.Bnm+ D Etaskae at Oafs A ix W00D BUCK (SEE NOTE 3) 1/4" MAX SHIM —1 r - SEE NOTE 1 SEE NOTE 4 NO CHANGE MIS SHEET NO CHANGE T1�StEEET RE VISE NOTES AND REMOVE 3M F TAPCONS 8 514 SCREWS 1 f/4 MIN. OPERABLE UNIT FRAME TO CONCRETE WI WOOD BUCK LESS THAN 1 1/2" THICK 1070 TECHNOLOGY DRIVE NOK WS, FL 34275 P.O. BOX 9529 NOXOMIS, FL 34274 rT G Better A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX SHIM ® SEE NOTE 2 1 I BW°Bodd CA-740 1 112° L - M N. . FIXED UNIT FRAME TO WOOD BUCK 1 1/2° OR MORE THICK 1 1/4° MIN. FIXED UNIT FRAME TO CONCRETE ANCHORAGE DETAILS SEE NOTE 4 se seer NTS 13 a 13 oea9Bau _ 7045-8 A Ix WOOD BUCK (SEE NOTE 3) 1/4° MAX. SHIM ®SEE NOTE 1 NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. OPERABLE UNIT FRAME TO CONCRETE NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 114" SS4 CRETE -FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 2 1/2°. SEE SHEET 1 FOR SPACING. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4" ELCO TAPCONS OR 1/4" ELCO SS4 CRETE -FLEX. SEE SHEET 1 FOR SPACING. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON TI-HS PAGE AS ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOUD CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISD CT ION. 4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MIAMI-DADE COUNTY. ALUMINUM CASEMENT WINDOW, IMPACT D r S EE NOTE 4 1 1/4° MIN. FIXED UNIT FRAME TO CONCRETE WI WOOD BUCK LESS THAN 1 1/2" THICK Lomas A. Tamer, P.E PE 538201 Ideehardcai BUILDING CODE COMPLIANCE OFD PRODUCT CONTROL DIVLSION NOTICE OF ACCEPTANCE (NOA) PGT Industries P.O. Box 1529 Nokomis, FL 34274 SCOPE: •• •• • • • • • • • • • • • • • • • • •• • • • •• ••• • • • • • • • • • ••• • • • ••• • • • • ••• • • •• • • • • • • • • • • • • • • ••• • ••• • ••• • • • • • • • • • • • 11IIA.MI-DCItE COUNTY, FLORIDA • METRO -DAVE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 • • • • • • • I I, J ORIDA 33130 -1563 • • : • : : : (3.05 .r 2904 • FAX (305) 375 -2908 • 17 1 i rig i L rj �2 t e:com k+ SEP 0\7 fii i BY _ _ ------- - - - - -- NOA No. 06- 0807.07 Expiration Date: February 13, 2008 Approval Date: November 08, 2006 Page 1 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series- FD-101 Outswing Aluminum French Door w/ Sidelites - Impact APPROVAL DOCUMENT: Drawing No. 972, titled "Aluminum French Door wl Sidelites", sheets 1 through 9 of 9, prepared by PGT Industries, dated 7 -12 -99 and last revised on 09- 27 -06, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 02- 0927.13 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chan PGT Industries A. E -1 NOTICE OF ACCEPTANCE: EVIpEN E SUMMED • • • • • • • • O O O O . • • • • • • • • • • • • • • • DRAWINGS (transferred from file #02- 0927.13) 1. Manufacturer's die drawings and sections. • • • • • • • ••• • • 2. Drawing No. 972, titled "Aluminum Frenclf Dock4/Si$ettits',sheets 1 through 9 of 9, prepared by PGT Industries, dated 7 ; 11 -9P gn l6i 0.11;9-27-06, signed and sealed by Robert L. Clark, P.E. B. TESTS (transferred from file #02- 0927.13) Original test conducted per FBC, PA 201, 202 &203 -94 now known as FBC, TAS 201, 202 & 203 -94. 1. Test report on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94. 4) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 5) Large Missile Impact Test per SFBC and PA201 -94 6) Cyclic Wind Pressure Loading per SFBC and PA203 -94 along with marked -up drawings and installation diagram of an aluminum out swinging French door w1 sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2067, dated August 12, 1998, signed and sealed by Gilbert Diamond, P.E. 2. Additional test report on (submitted for hardware & glazing qualification) (transferred from file #02- 0927.13) 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Large Missile Impact Test per SFBC, PA201 -94 4) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 5) Water Resistance Test, per PA 202 -94. 6) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 along with marked -up drawings and installation diagram of an aluminum out swinging French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2612, dated September 29, 2000, signed and sealed by Aldo P. Gonzales, P.E 3. Additional reference test reports FTL -1973 & FTL -2241 per PA201, 202 &203, issued by Fenestration Testing Laboratory, Inc., dated March 19, 1998 and January 14, 1999, signed and sealed by Gilbert Diamond, P.E. C. CALCULATIONS 1. Anchor verification dated 07 -21 -06 and last revised on 09/27/06 complying w/ FBC 2004 prepared, signed and sealed by Robert L. Clark, P.E. 2. Anchor Verification Calculations dated 07 -12 -99 and revised on 1- 14 -00, prepared, signed and sealed by Robert L. Clark, P.E. (transferred from file #02- 0927.13) 3. Glazing complies with ASTME - 1300 -02 f y , Lk k ,a. 1 t ghaq I. Chanda, P.E. Product Control Examiner NOA No. 06-0807.07 Expiration Date: February 13, 2008 Approval Date: November 08, 2006 PGT Industries E -2 • .• . • • . • • • • • • • • • • ... • • • • • • •• • • • .• • • .. • • • • • • • • • ••• NOTICE OF ACCEPTANCE: EVIDENT SMUTTED... ": • •- . • • ••• • •.'.. • . . •.. • • • ... ••• D MATERIAL CERTIFICATIONS • •• • • • • 1. Notice of Acceptance No. 05- 1208.02 issued to E. I. DuPont DeNemours. for "Butacite PVB ", expiring on 12/1 1/2010.." • • • " "• .. 2. Notice of Acceptance No. 03- 0827.08 issued y roiu acI$o.fo; "Sotufia Interlayers ", expiring on 03/04/09. •• • • • • • •' • • • E. STATEMENTS (transferred from file# 02- 0702.01). 1. Statement letter of conformance and no financial interest, dated July 12, 199, signed by Robert L. Clark, P.E. 2. Letter of lab compliance, dated August 12, 1998, prepared by Fenestration Testing Laboratory, Inc., signed and sealed by Gilbert Diamond, P.E. 3. Addendum letter, along with marked -up drawing of reinforcement (sidelite) dated 2 -3 -2000, issued by Fenestration Testing Laboratory. 4. Letter of lab compliance, dated September 28, 2000, prepared by Fenestration Testing Laboratory, Inc., signed and sealed by Aldo P. Gonzales, P.E 6. Meeting Summary dated January 26, 1999, issued by BBCO D. OTHER 1. This NOA revises NOA # 02- 0927.13. 2. E -mail correspondences dated May - September 2006 between PGT and BCCO. 3. Manufacturer's "Quality Operation Procedure ", submitted per meeting summary dated January 26, 1999 (Note: This series FD -101 door is related to file 98- 0506.02, requiring strict manufacturing quality procedure to be followed.) 4. Prior related file NOA(s) 02- 0927.13, 01- 0417.06 & 98- 0506.02. Stt45 \ • `l ct Isha I. Chanda, P.E. Product Control Examiner NOA No. 06- 0807.07 Expiration Date: February 13, 2008 Approval Date: November 08, 2006 96" MAX. 85" /8" MAX. DLO TYP. 36 1/8' MAX. 33 3/8" MAX. DLO 25" MAX. DLO oxxo 71 3/4" MAX 25 MAX. DLO 1 1 1 ASTRAGAL INTERSECTION (SEE NOTE 6 & CLUSTER ® DETAILS A, A E & F, SHEET 3) HEAD — CONC (3), WOOD (7) SILL — CONC (6), WOOD (7) TYPICAL ALL CONFIGURATIONS 36 1/8" MAX, _ .33 3/8" MAX. DLO LARGE MISSILE IMPACT DOORS 1.) GLAZING OPTIONS: (SEE SHEET 4 FOR GLAZING DETAILS) OPTION 1 — .402 (3/8 ") LAMINATED (3/16" HEAT STRENGTHENED .090 INTERIAYER 1 /8" ANNEALED) OPTION 2 — .402 (3/8 ") LAMINATED (3/16 HEAT STRENGTHENED .090 INTERLAYER 1/8 HEAT STRENGTHENED) OPTION 3 — 7/16 LAMINATED (3/16 HEAT STRENGTHENED .090 INTER LAYER 3/16 ANNEALED) OPTION 4 — 7/16" LAMINATED (3/16' HEAT STRENGTHENED .090 INTER LAYER 3/16" HEAT STRENGTHENED) 2.) DESIGN PRESSURE RATING: (SEE TABLES SHEET 3) 3.) ANCHORAGE THE 33 1/35 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHOR SPACING SEE NOTES 6 AND 7, SHEET 3. 4.) SHUTTER REQUIREMENT: SHUTTERS NOT REQUIRED. 5.) RU±RENCES: TEST REPORTS FTL -2067, 2241 AND FTL -2612 ELCO TEXTRON NOA 04- 0721.01 AND 03- 02255.05 ANSI /AF &PA NDS -2001 FOR WOOD CONSTRUCTION 6.) SEALANT TO BE APPUED AROUND THE FRAME CORNER & PANEL CORNER SEAM. 7.) THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8.) CONFIGURATIONS: OXXO, OXO, QX, ZCQ, xx, X AND Q 13 1/4" HINGE LOC. TYP. 13 1/4" HINGE LOC TYP. CENTERLINE HINGE LOC. TYP. Robe L Clark, P.E. PE Q39712 Structural 96" MAX. 85 /8" MAX. DLO TIP. 6 1/2" MAX. 13 1/2" MAX. O.C. —I 36 1/8" MAX. 33 3/8" MAX. DLO INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1529 NOKOMIS, FL 34274 Series /Modal: oxo 37 1/2" MAX. 25" MAX. 01.0 • • • • 000R SIDEUTE 1NTERSL•CT111/f • • (NOTE 6 & CLUSTER DETi114.S C, 0, G & H, SHEET 3" AM ANCHORAGE CONDITION • • • • HEAD — CONC (3), W000 jj1 • SILL — CONC (6), WOOD (7) • TYPICAL ALL CONFTGUP.M N9 • Dote: 7/15/06 Dore: Raysd 8y: F.K. Revd 8y: F.K. 9/22/06 Dross 8y: Dote: D.B. 7/12/99 Description: • • • ELEVATIONS OXXO & OX0 36 1/8" MAX. — 33 3/8" MAX. DLO •• • • • • Re!sIone:E —A5D CONFIG! REEISE CHORAGE • Reisiormir FTL - 2614 & USG, ED CHANjj • • • • • • • 6" MAX •.•.•• • • • • ®21 MAX. 0.C. CONCRETE 13 1/2" MAX. 0.C. W000 TYPICAL ALL CONFIG. OXXO & QXQ • 8 ••• • • • • •••• • • • • •MIMW.TYNIIIlib • • i =•IrOrRI _� bahriSfelf DM 00 -d O • D0 0 •1l \,L1ti I • ••� • • rroe: ALUMINUM FRENCH DOOR W/ SIDFI.ITES Sheet: Drawing No. Rev. FD -101 NTS 1 of 9 972 F 96" MAX. 85 1/8 MAX. DLO TYP. 33 3/8 MAX. 36 /8" DLO MAX. WIDTH ACTIVE i O 25" MAX. T DL I xx 71 3/4" MAX. L SUDE BOLT ITEM 21 \ (INACTIVE) n TOP & BOT. A ..,,� 2 POINT LOCK OPTION REM 41 (ACTIVE) 25 MAX. DLO INACTIVE 85 1/8" MAX. DLO A 21" MAX 0.C. CONCRETE 13 1/2" MAX. 0.C. WOOD 96" MAX. HEIGHT 13 1/4" HINGE WC. TYP. ASTRAGAL INTERSECI7ON (SEE NOTE 6 & CLUSTER A DETAILS A, 8 E & F, SHEET 3) HEAD – CONC (3), WOOD (7) SILL – CONC (6), WOOD (7) TYPICAL ALL CONFIGURATIONS CENTERLINE HINGE LOCATION TYP. MAX — 7 13 1/2" O.C. 6 MAX. 6 MAX. 96" 85 /8" MAX. DLO TYP. 6 1/2" MAX. 13 1/2" MAX. 0.C. x 37 1/2" MAX. —w 25" MAX. DLO Robert L Clark, P.E PE #39712 Structural 13 /2 MAX. 0.C. WOOD OR CONCRETE TYPICAL ALL & XX 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 2 POINT LOCK OPTION ® ITEM 41 (ACTIVE) DEAD —BOLT . ITEM 32 85 /8 MAX. DLO TYP. 96 MA AGAIO 39 /2 TYP. — 13 1/2" MAX. Q.C. 1 6 1/2" MAX. • D00R– SIDELITE INTERSECTIdA• • • (NOTE 6 & CLUSTER DETA114 - - 0, 0, G & H, SHEET 3) • A • ANCHORAGE CONDITION • • • • HEAD – CONC (3), W00467,), • • SILL – CONC (6), WOOD ( Jo • TYPICAL ALL CONFIGURATIONS • • Raved 9y• F.K. Raved By: F.K. Dawn Or D.8. nee: 25" MAX. DLO 0016: 7 15/06 Do e: 9/22/06 Da e: 7 12/99 x0 37 1/2" MAX. • • • Ravts'•is: E –NEIM SHT. • • ADD XX, X,X0,OX, Revie • • *RAM • • F –R ' ICHQRAGE • • • . OR OX (XO SHOWN) 36 1/8" MAX. 33 3/8" MAX. DLO • • • ' • • • • • • ••• • 6 MAX. • • •••• • • JUMP ammo wiiblItchas BMe —� 0 �0 8 • • •• • • • A 2" MAX. O.C. CONCRETE 13 1/2" MAX. O.C. W000 • OaecNpeon: ELEVATIONS — XX, X, X0, OX AND 0 • ALUMINUM FRENCH DOOR W/ SIDELITES Series /Model; Scale: Sheet: Droxing No. Rev: FD -101 NTS 2 of 9 972 F COMPARATIVE ANALYSIS TABLE 1. - GLASS OPTION 1 3/8" LAMI (3/16" HEAT STRENGTHENED .090 PVB 1/8" ANNEALED) HEIGHTS CONFIG. 0 X XX WIDTH 30.000 33.000 36.125 37.500 71.750 79.750 +75.0, -75.0 +75.01 -75.0 +75.0 -75.0 +75.01 -75.0 +75.01-75.0 83.750 +75,0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0. -75.0 +75.0 -75.0 87.750 +75.0 -75.0 +75.0' -75.0 +71.5 +75.0! -75.0 +75.0 -75.0 91.750 +75.01 -75.0 +74.2 +67.8. -67.8 +75.01 -75.0 +75.0 -75.0 95.750 +75.0; -75.0 +71.9! -71.9 +64.4 . -64.4 +75.01-75.0 +75.0; -75.0 OX XO, OXO, OXXO DESIGN PRESSURE = WIDTH DP OF ABOVE SIDELITE COMPARATIVE ANALYSIS TABLE 2. - GLASS OPTIONS 2, 3 AND 4 3/8" LAMI (3/16" HEAT STRENGTHENED .090 PVB 1/8" HEAT STRENGTHENED) 7/16" LAMI (3/16" HEAT STRENGTHENED .090 PVB 3/16" ANNEALED) 7/16" LAMI (3/16" HEAT STRENGTHENED .090 PVB 3/16" HEAT STRENGTHENED) HEIGHTS CONFIG. 0 X XX WIDTH 36.125 37.500 71.750 79.750 +75.0 -75.0 +75.0 1 -75.0 +75.01 -75.0 83.750 +75.0 -75.0 +75.0 -75.0 +75.01-75.0 87.750 +75.01 -75.0 +75.01 -75.0 +75.01-75.0 91.750 +75.01-75.0 +75.01 -75.0 +75.0! -75.0 OX, X0, OXO, 0X00 DP (ALL HEIGHTS TO 95.750) 95.750 +75.0! -75.0 +75.01 -75.0 +75.01-75.0 +75.0 -75.0 12" MAX. 4" MAX. B ° MAX. I DETAIL B (ASTRAGAL SILL) DETAIL A (ASTRAGAL HEAD) DETAIL C (DOOR - SIDELITE HEAD) CONCRETE SUBSTRATE 12" MAX. -1 4" MAX 8" MAX. DETAIL D (DOOR - SIDELITE SILL) NOTES: 1.) NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. 2.) POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. 3.) GENERAL: DAY UGHT OPENING (01.0) HEIGHT = DOOR HEIGHT. -ID 7/8 ". SIDELITE DLO WIDTH = SIDELITE WIDTH -2 3/4 ". DOOR PANEL DLO WIDTH = PANEL WIDTH -12 1/2 ". THE DP FOR 2Q. 2X, QM AND OXXO DOORS EQUALS THE DESIGN PRESSURE FOR THE LARGEST SIDELITE (Q) COMPONENT. APPROVED ANCHOR TYPES: WHERE FLAT HEN) ANCHORS ARE REQUIRED THEY MUST BE #12 HEAD OR ELCO TRIMFIT HEAD. A. 1/4" ELCO TAPCON 8. 1/4" ELCO SS4 CRETE -FLEX C. 1/12 STEEL SCREW (05) 6.) ANCHORAGE: ANCHOR TYPES A OR 8 IN CONCRETE. ANCHOR TYPES A. 6 OR C IN WOOD. HEAD & SILL: 6 1/2" MAX. FROM CORNERS AND 13 1/2" MAX. 0.C. ® ANCHOR TYPES A OR B CONCRETE SUBSIBAIL: HEAD AT ASTRAGALS: 4" MAX. EACH SIDE OF CENTERLINE & (1) ANCHOR ON CENTERLINE (TOTAL 3). SEE DETAIL A. HEAD AT DOOR - SIDELITE INTERSECTION: 4" MAX. ON SIDEUTE SIDE AND 4" & 8" MAX. ON DOOR SIDE (TOTAL 3). SEE DETAIL C. SILL AT ASTRAGALS & DOOR-SIDELITE INTERSECTION: 4 ", 8" & 12" MAX. EACH SIDE OF CENTERLINE (TOTAL. 6). SEE DETAILS 8 & D. SIDELITE JAMBS: 6 MAX. FROM CORNERS AND 13 1/2" MAX. 0.C. DOOR JAMBS: 6 MAX. FROM CORNERS AND 21" MAX. 0.C. ANCHOR TYPES A. B OR C WOOD SUBSTRATE: HEAD AND SILL AT ASTRAGALS: 4 ", 8" & 12" MAX. EACH SIDE OF CENTERLINE & (1) ANCHOR ON CENTERLINE TOTAL (7). SEE DETAILS E & F. HEAD AND SILL Al DOOR - SIDELITE INTERSECTION: 4 ", 8° & 12" MAX. ON SIDELITE SIDE AND 4 ", 8 ", 12, & 16" ON DOOR SIDE (7). SEE DETAILS G & H. DOOR AND SIDEUTE JAMBS: 6" MAX. FROM CORNERS AND 13 1/2" MAX. 0.C. 4.) 5. x Robert C lo p, .L PE 09':1'; Structural 12" MAX. L 4 "° MAX. DETAIL F (ASTRAGAL HEAD) WOOD SUBSTRATE X ! X X 12" MAX. - �-�- - 8" 44° - 1- -i-� DETAIL F (ASTRAGAL SILL) 1070 TECHNOLOGY DRIVE NOKOMS, FL 34275 P.O. 60X 1529 NOKOMIS, R 34274 16" MAX. 12 MAX. 8" MAX. -4 4" MAX. DETAIL G (DOOR-SIDELITE HEAD] • • • • • • • • • •• • • •• • • • • • •••• F.K. Revsd Oy F.K. Drown By. D.B. Descdptlan: •• ;•• • •• • •• 16" MAX. -i- -1--}l` • • t2" MAX. - i-- I I 8 MAX. DETAIL H (DOOR -SI )ELITE SILL) Raved By: Date: Revisions: E - COM»CE TA6 7/15/06 4 RBMSE ANCNOAACE a Date: RerUtons: t•. 1 AS(ES & 9/22/06 M -D ASISORAG& ADD OETAZS! 712/99 RBe: DESIGN PRESSURE TABLES Senes/Modeh. FD -101 Scab: Shoat: NTS 3 of 9 • • • •••• • • • • Ikelikstuce 01* ar id" Bib • 1 • • • • • •• ALUMINUM FRENCH DOOR w/ SIDELITES Rev 972 EXTERIOR 3/16" HEAT STRENGTHENED .090 INTERLAYER (SEE NOTE) 1/8" ANNEALED DOOR .437 EXTERIOR GLAZING OPTION 1 .402 (3/8 ") LAMINATED I 3/16" HEAT STRENGTHENED .090 INTERLAYER (SEE NOTE) 3/16° HEAT STRENGTHENED DOOR EXTERIOR GLAZING OPTION 4 7/16" LAMINATED -- 3/16" HEAT STRENGTHENED r .090 INTERLAYER (SEE NOTE) 1 /8" ANNEALED SIDELITE$ .437 EXTERIOR 3/16" HEAT STRENGTHENED .090 INTERLAYER (SEE NOTE) 3/16" HEAT STRENGTHENED SIDELITES 271 REFERENCE TEST REPORT: FTL - 2067 3/16" HEAT STRENGTHENED I- .090 INTERLAYER (SEE NOTE) 1/8" HEAT STRENGTHENED .437 GLAZING OPTION 2 .402 (3/8") LAMINATED ® ,I I- . 437 EXTERIOR D00 SIDELITES Robert L Clark, P.E. PE 139712 Structural 3/16" HEAT STRENGTHENED .090 INTERLAYER (SEE NOTE) —1/8" HEAT STRENGTHENED 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 DOOR Reveal 9y: F.K. Revel By: F.K. Drawn By: D.B. Description: — 3/16" HEAT STRENGTHENED 3/16" HEAT STRENGTHENED .090 INTERLAYER (SEE NOTE) .090 INTERLAYER (SEE NOTE) 3/16" ANNEALED 3/16 "ANNEALED GLAZING OPTION 3 7/16" LAMINATED 7 15/06 Doe: 9/22/06 Dote: 7/12/99 6 EXTERIOR • • • • • •• • NOTE: INTERLAYER MAY BE DUPONT BUTACITE PVB OR SOLUTIA SAFLEX /KEEPSAFE 41MU1 •• •• GLAZING DE IAILS 43 11111 { ® . 437 • • • SIDELITE$ • ••• • • •••• • •• • • • •••• • Rev • cne: • • • �. 1 E — NO CHG THIS 51 ReulRtons: • • • Milo • • •• • • • • • • •••• • • • • • ••• • • • PRrICT Revww: • ra t)Ae; vim toe Elor • ikilleetire Dos 06' • • • Etta: ALUMINUM FRENCH DOOR W/ SIDELITES Sertee/Model: Scale: Sheet: Drawing No. Rer FD -101 NTS 4 at 9 9 72 F OUTSWING 25 MAX. DLO 68.264 OVERALL PANELS CD 25" MAX. INTERIOR DLO EXTERIOR NO filo! OUTSWING 3.000 L xx OUTSWING I 3.100 - 0X0 OUTSWING 1 3.000 L EXTERIOR INTERIOR A ACT1VF A ACME 71 3/4 37 1/2 37 1/2 A AQ EXTERIOR 25 MAX. INTERIOR ROUGH OPENING SD& ® INACTIVF 33 3/8 MAX. DLO 25 MAX. DLO --- 1.4801— I ---I- .890 SEE SHEET 3 FOR ANCHORS ROUGH OPENING .HORIZONTAL SECTIONS r! Zf v6 Robert L Clark, P.E. PE 039712 Structural ROUGH OPENING — .830 THRU DOOR ROUGH OPENING =MOS 96 MAX. HT. OUTSWING 4. 000 SEE SHEET 3 FOR ANCHORS 4.000 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Revad By: F.K. Rend By: RK. brown 8y: D.B. Description: SECTIONS lTtie: 3 Dote: 7/15/06 Dole: 9/22/06 VT 2/99 INTERIOR I r y OPENING 85" MAX. DLO 1.489 • •••• • • VERTICAL SECTIONS •••••• .EXTERIOR 4.586 • • I- 3.000 • • N1NG SIDELITE' • �� i P00 • ••• • • • ••• •• • 1/4 MAX. SHIM TYP. ff/ s � i 1 1 0 1111 93. 615 I� DOOR HT. I i 'i�� e1 . SEE SHEET 3 FOR ANCHORS 1 ROUGH -- 3.100 I 1.479 6 _2_1 gin e Ii THRU SIDELITE 1.479 INTERIOR 85 1/8 MAX. DLO • 5.459 • • • • • • dio:twavi • . 49. • • b lst.R t E -400 X de XX SEC • • igtilal RRAlona:1• REM 47 & w, LOCK tfiRIFICA116N • • • • • • •• • • ALUMINUM FRENCH DOOR W/ SIDELITES Seyea /Model.• Scale: Sheet: Drawing No. Rev. F0-7o1 NTS 5 01 9 972 F Robert L. Clark, P.E. PE #39712 Structural A ITEM 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 f7 10x3/4 5C17. FLT. HD. PHIL 18 HINGE ASSY. 19 10x.625 SCR. FLT. HD. PHIL 20 10x 1 2 SCR. ELT. HD. PHIL 21 TOP BOIT. SLIDE BOLT LOCK (INACf /E PANEL) 22 6x1 2 FLT. HD. PHIL 23 8 x 1 5012. PAN HD. QUAD. 24 25 26 27 28 29 30 32 33 34 .35 36 37 38 .39 40 41 42 43 DESCRIPTION DOOR HEAD /SILL (AL. 6063-T5/.062 WALL) D001? JAMB (AL. 6063 -T5 /.062 WALL) 0008 ASTRAGAL 1N1: (AL. 6063— T5/.062 WALL) .250 x .187 FINSEAL W -STRIP WSTP. CHANT (AL. 6063- T5/.050 WALL) FRAME JAMB AL 6063- T6/.050 WALL) FRAME HEAD AL. 6063- T6/.050 WALL) 1 1/2 x 1" PAO Outsw. Threshold (AL. 6063- T6/.062 WALL) 5/16x18 THREADED ROD Truss Clamp (AL. 6063- T5/.062 WALL) 5/16x1/16 TRUSS WASHER 5/16x18 TRUSS NUT FRAME SCR. COVER CAP STRIKE PLATE STRIKE PLATE INSERT 6x7 /8 SCR. FLT. H0. PHIL. LOCK SUPPORT ASSY. 6x3 /4 FLT. H0. PHIL. .200 x .190 OLON .375 x .190 OLON 3 POINT LOCK ASSY. (ACTIVE PANEL) LOCK (ACTIVE LOCK (DUMMY) DEAD -BOLT LOCK Rolled Alum. Glaz. Read SIUCONE Y.T. #I 60375 60376 60377 67924G 60379 60380 60411 61069 6TRODA 60378M 7WASHA 7JNUTA 41722W 7955X 41721 71034A 7FRMOW 71058FP 710X12PPW 41720 7612FW 781PQA 7PWSWA 4UBLOK 7634F 60200K 60300W FD3PTAY 7LOKAP 7LOKIP 78LRP 65163 62899C S10EUTE JAMB (AL 6063- T6/050 WALL) 60381 SIDEUTE HEADER (AL 6063-T6/075 WALL) 60414 SIDELITE BOTTOM RAIL (AL 6063- T6/075 WALLT 60415 .402 Laminated (.187 1151.125 Annealed w/ Dupont Butacite At or Solutia Saflex /Keepsafe Maximum Inner Layer) SEAM SEALER SIDEUTE' JAMB ADAPTER (REINFORCEMENT) 61641 W 2 POINT LOCK OPTION (ACTIVE PANEL) 7978LAB 18 x .750 Ph. FL Tek 7834FPT .402 Laminated (.187 HS /.125 HS w/ Dupont Butacite PVB or Solutia Saflex /Keepsafe Maximum Inner Loya•) DOOR ASTRAGAL EXT (AL 6063- 15/.062 W ALL) • • 1 6684 VENDOR ALUMAX ALUMAX ALUMAX SCHLEGEL CORP. ALUWX ALUMAX ALUMAX ALUMAX FASTEC INDUSTRIAL ALUMAX FASTEC INDUSTRIAL FASTEC INDUSTRIAL POT INDUSTRIES CAMCORP 7'GT INDUSTRIES MERCHANTS FASTENER NATIONWIDE 1ND. MERCHANTS FASTENER MERCHANTS FASTENER POT INDUSTRIES MERCHANTS FASTENER FASTEC INDUSTRIAL FASTEC INDUSTRIAL PGT INDUSTRIES FASTEC INDUSTRIAL SCHLEGEL CORP. SCHLEGEL CORP. POT INDUSTRIES HARLOCK NARLOCK ALUMAX ALUMAX ALUMAX PPG. LGF SCHNEE /MOREHEAD ALUMAX SULLIVAN & ASSOC. SPn!{.Eji PRODUCTS G. L • E1 • a 45 7/16" Laminated (3/16" HS & 3/16" Annealed tP/ •Dupold Butacite PVB or Solutia Saflex /Keepsofe Maximum Inner Layer) 46 7/16" Laminated (3/16 H5 & 3/16 HS w/ DLpbrR tbcite PV8 or Solutia Saflex /Keepsafe Maximum Inner gy • 47 FILLER HEAD ADAPTER, DRIP CAP (AL 606J- T6 /.05�W 1633016 •••• • • •••• 1070 TECHNOLOGY DRNE NOKOMIS, FL 34275 P.O. SOX 1529 NOKOMIS, FL 34274 Revsd By: Oats: F.K. 7/15/06 Revsd Dy: Dote: F.K. 9/22/06 Drawn Dj'r Dote: 0.8. 7/12/99 DeeenptIon: BILL OF MATERIALS Title: ALUMINUM FRENCH DOOR W/ SIDELITES 5eras/flodel: FD -101 Swat: NTS • • •• •• Sheet 6 of 9 WPG. L•• • • • PAG•LEl• ALUM X • 4S • • •••• • • Drawing No. 9 72 • VENDOR # AF -10375 AF -10376 AF— 10377 F57924 -187 AF -10379 AF -10380 AF -12376 2375 0378 AF- AF- 41722W 41721 41720 4UBLOK 0200X190 0375x190 FD3PTAY 100 880 820 05 -163 EQUIV. AF -10381 AF -10414 AF -10415 501550 AF -11641 • • • • • { with Sear _ ogp .o P- • • • • • Revisions: E- tEMOV&I QTY. COL. • • 1 I rye w R6 s!ons:U -A8D ITEM 47 CLEAAIPI MA'S 41 &471'• 1 • • • • •• Rer F 4.000 1.750 L .062 -- l 1 DOOR PANEL HEAD & SILL 1 6063 —T5 ALUM. .050 - 1.620 .250 -1 5 L- O WEATHER STRIP CHANNEL 6063 —T5 ALUM. HINGE EXTRUSION 16 6063 — T5 ALUM. 4.100 —1.750 .062 DOOR PANEL JAMB 2 6063 —T5 ALUM. .125 -- r --I .750 I� TRUSS CLAMP 606.3—T5 ALUM. 1.500 4.100 1.750 DOOR PANEL, 3 INTERIOR ASTRAGAL 6063 -75 ALUM. .050 O FRAME HEAD 6063 - T6 ALUM. 4.675 4.675 Robert L. Clark, P.E. PE #39712 Structural - -1.750 — 4.100 4O DOOR PANEL, 4 EXTERIOR ASTRAGAL 6063 - T5 ALUM. 3.000 - -1.480 -- .050 rc EXTRUSIONS PROFILES, DOORS O FRAME JAMB 6 6063 -16 ALUM. •• • • • • •••• • • • • 0.1089 • • •• • I • • • • • ••• •••• • • • 3.000 • •••• • • f ••• • • • OUTSWING THRESHOLD • • • • • • • • 6063 —T6 ALUM. • • •41 • • • • arisiocrarvIsED •• • Ilaptliaahke00611.4111 • • • • e •0&070? Rend By. Date: Reinions: • 4 • F.K. 7/15/06 E - WPGRA% ALLOY,6,779 • Ana 1• Ae 0. Rend By: Date: Rerkloes: • L • F.K. 9/22/06 F — NO CHG ir r1S SHT• 4 • • • Drown By: Dote: • • F.K. 9/9/02 • • Description: ntle: DOOR 1070 TECHNOLOGY DRNE ALUMINUM to elntl tae FRENCH J /1710 lA/ / ClnCl ITCc NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS FL 34274 Series /Model: Scale: Sheet: Drawing No. Rev: FD —lot NTS 7 ar 9 972 F O 7 SIDELITE BOTTOM RAIL 3 6063 —T6 ALUM. l .830 .050 2.980 4 SIDELITE JAMB ADAPTER 0 6063 —T6 ALUM. SIDELITE HEADER V....T.) 6063 —T6 ALUM. 1.400 R obert L Clark, P.E. PE #59712 Structural 3.655 .050 3.111 FILLER HEAD ADAPTER 6063 -76 ALUM. IND RIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL .34275 P.O. BOX 1529 NOKOMIS, FL .34274 Raved By. F.K. Roved By F.K. Drawn By: F.K. .550 Deeulpt -on: EXTRUSIONS PROFILES, SIDELITES 11Ue: ALUMINUM FRENCH DOOR W/ SIDELITES Series /Made!• FD -101 r .890 —I 3O SIDEUTE JAMB 5 6063 —T6 ALUM. • • Dote: Revklona: • 7/15/06 E ALLOY, AI Dole: Revt9lma: • 9/22/06 F — AAlj (ISM :7 • Dote: 99/02 Sc-le: NTS • • • • • • • • • •• • • •• • • • •••• • •••• • • • •••• • • • •• •• Sheet: 8 er 9 • • • • •••• • •••• • • • • ••• e • •• • • • • • • • Growing No. 9 72 Rev: F 1x WOOD BUCK (SEE NOTE 2) CONCRETE ANCHOR (SEE NOTE 1) WOOD ANCHOR (SEE NOTE 1) 1 3/8" . •it ' M1N. 14., .°'•• < 'w ri WOOD ANCHOR (SEE NOTE 1) TYP. HEAD TYP. SILL _�► 1/4" MAX. SHIM TYP. JAMB CONCRETE ANCHOR ��, (SEE NOTE I) 1 3/8" MIN. '< • 1 t , • TYP. SILL 1/4° 2x WOOD BUCK (SEE NOTE 2) CONCRETE ANCHOR (SEE NOTE 1) 2x WOOD BUCK (SEE NOTE 2) ;12 fN SMS 1/4" [, AT JAMB VAC SEE NOTE 4 (SEE NOTES 6 R 7, SHT, TYP. JAMB /SIDELITE 1/4" MAX. SEE NOTE 4 2x W000 BUCK (SEE NOTE 2) WOOD ANCHOR (SEE NOTE 1) 1 3/8" MIN. TYP. HEAD 1/4" MAX. SHIM --I 1- TYP. JAMB 1/4" MAX r SHIM i Ix WOOD BUCK (SEE NOTE 2) NOTES: 1 3/8" MIN. Ix WOOD BUCK (SEE NOTE 2) i1e ". 1 3/8" MIN. . I t .11 TYP. SIDELITE SILL I obert L Clark. P.E. PE #39712 Structural TYP. SIDELITE HEAD CONCRETE ANCHOR (SEE NOTE 1) 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 80X 1529 NOKOMIS, FT. 34274 1/4" MAX. SHIM CONCRETE ANCHOR (SEE NOTE 1) 1 3/8" MIN. 2x WOOD BUCK (SEE NOTE 2) U TYP. SIDELITE SILL t. FOR CONCRETE APPLICATIONS IN MIAMI —DADE COUNTY, USE ONLY MIAMI —DADE COUNTY APPROVED• 1114 TAPCONS OR 1/4 SS4 CRETE -FLEX. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (G5), 1/4" ELCO 1APCONS OR 1/4 SS4 CRETER}..EX. MINIMUI D� T �ViE FROM ANCI� TO CONCRETE EDGE IS 1 3/4 ". SEE SHEET 3 FOR ANCHOR SPACING DETAILS. FLATHEAD ANCHORS} YII NS "REQUIRED, J el # TRW* • 2. WOOD BUCKS DEPICTEC IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICICIESS • • THAN 1 1/2 ". W000 BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO•TMGSUBSTRATE ••••• OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISSICTI0N. • • • 3. WOOD BUCKS LESS THAN 1 1/2" THICK ARE OPTIONAL (PRODUCT MAY BE INSTALLED DIRECTLY TQ•QpiiiPiTE). • s • • �IICr "�ff8� �`�i • • • 4. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, GROUTeR HER MAT'L >0 • (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT i4 44 RNs i . - , •v ' AND TRANSFER SHEAR LOAD TO SUBSTRATE. • • • 3 7/15/06 E— DEVISE Raved W pots Rew>l Ia • : •. , 14 pre F.K. �iNCHORAGC Re • Date: Rev�ime: • �w • F.K. 9/22/06 F —NQTj 1 t>IyCE DIS s • • • • /7"V n own 9r vote: • • •• INDUSTRIES D.B. 7/12/99 Description: ANCHORAGE rrue: ALUMINUM FRENCH DOOR W/ SIDELITES Sertesmodek FD -101 Scale: NTS 1 3/8" MIN. 56 TYP. SIDELITE HEAD WOOD ANCHOR (SEE NOTE 1) 2x WOOD BUCK (SEE NOTE 2) 9 of 9 •••• • • Drawing No. 972 1/4" r MAX. SHIM WOOD ANCHOR (SEE NOTE 7) • • • Rer. F • • •• BUILDING CODE COMPLIANCE OFFICE (BCCO) • • PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NO.►) • PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 1"X Heavy Wall Aluminum Tube Clipped MuUion L.M.L. APPROVAL DOCUMENT: Drawing No. 6221, titled "1" Heavy Wall, Elevations Aluminum Tube Clipped Mullion ", sheets 1 through 7 of 7; dated 04128/00, with last revision on 05/30/06, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E., bearing the Miami Dade County Product Control Renewal Stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA it 040528.05 and consists of this page 1 and evidence pages E-1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. • • ••• • •• • • • • • • • • • • • • • ••• • • • • • • •• • • • • • • ••• • • •• •• • • • • • • • ••• • • • • • • • • • • • • ••• • ••• • • • • • • • • • • • • • •• ••• • • • • • • • • : MIAMI -DADE COUNTY, FLORIDA • • METRO -DADE FLAGLER BUILDING • • 140• FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildinacodeonline.com • • • • NOA No 06-0125.07 iration Date: June 28, 2011 Approval Date: July 20, 2006 Page 1 ANCHORS DETAIL "Er. "C" OR "0" AT BOTH ENDS AND AT BOTTOM MULLIONS W1 W2H I w W = W1+W2 H = H1 +H2 (WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MI) MAX OPENING = H OR H1+12 MULL LENGTH = W OR W1 +W2 M2) MAX OPENING = W OR W 1 +W2 MULL LENGTH = 111 ANCHORS DETAIL A ANCHORS DETAIL A NOTES; 1. THE 33 1/3% STRESS INCREASE HAS NOT BEEN 2, 3, 5, 6 AND 7. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A 3. MULLIONS ARE APPROVED FOR IMPACT AND NON — IMPACT APPLICATIONS. 4. REFERENCE — TEST REPORTS: FTL -2902, 2903 AND 2975. ELCO TEXTRON NOA: 04- 0721.01, 03-0225.05 ANSI /AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE— • MENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS • TO THE STRUCTURE ANCHORS' DETAIL "6", "C" OR "0" AT BOTH ENDS AND AT BOTTOMS w W a W 1 +W2 +W3 11 = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 1.13) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 +W3 144) MAX OPENING = W1 +W2 01? W2 +W3 MULL LENGTH = 111 USED IN 771E DESIGN OF THIS PRODUCT. oeeMp 1' HEAVY WALL, ELEVATIONS MAXIMUM OF (7) MULLIONS FOR ANCHORAGE TYPE, UNITS 6 L' Clark. P.E. PE 139712 Structural ANCHORS DETAIL "B ", "C" OR "0" BOTH ENDS ANCHORS DETAIL "B C" OR 0" BOTH ENDS (l w — W = W l +W2 MULLION (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = W OR W 1 +W2 MULL LENGTH = 11 1070 TECHNOLOGY DPI"E NOKOMIS R 3427S P.O. BOX 1528 NOKOMIS. FL 34274 30/06 H = H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6.4 7. • MAX OPENING 4 — , .41.0j7'H1 +H2 • 44itt jiENGT I i W • • •••• • • •••• • • •• •• • • • • • • • • • • •• • QUANTITY AND LOCATION, REFER TO SHEETS TO BE USED Y WITH POT INDUSTRIES PRODUCTS 6 • • • • • •• u • • • • •••• •• • • • •• • • ALUMINUM TUBE CLIPPED MULLION Se 10,41odek Scaler Sleek Waring No. macs NTS 1 .r 7 6221 ULLION • • • • • jili lc • • • • • • 4 • Pew D WOOD BUCK PGT 1x MULLION .,r 2' OR 4' MILL= 1 ! • MULLION CLIP. CUT FLANGES OFF CUP TO FORM A 11" CHANNEL AND INSTALL AS SHOWN PCT 1 x MULLION FOR 1" MULL" TYPICAL MULLION TO MULLION INSTALLATION. DETAIL. A" ANCHOR EMBED. SEE NOTE 2 GT 1x MULLION MIN. SEE NOTES 2 & 3 MIN. 2 h ( ) 1 #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 #12 SCREW, SEE NOTE 3 SEE NOTES 2 & 3 PGT 1 x MULLION WOOD BUCK REMOVED TO CONCRETE SEE NOTE 1• 2' OR 4' /12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 PGT 1x MULUON --- TYP CAL. MULLION TO STRUCTURE WITH NOTES; WOOD BUCK. DETAIL "0" 1. FOR CONCRETE APPLICATIONS IN MIAMI –DADE COUNTY, USE ONLY MIAMI–DADE COUNTY APPROVED ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE –FLEX MASONRY I ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE SEE 1.5 2 1/2 ". MW. EMBEDMENT: TAPCONS 1 1/4 ". CRETE -FLEX 1 3/4" NOTE 1 •.,'; 2. FOR WOOD APPLICATIONS USE #12 SCREWS, ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE –FLEX MASONRY ANCHORS. MIN. EMBEDMENT 1 1/2" 3. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR ® STUCCO. 4. FO0 MULL SIZE AND QUANTITY OF ANCHORS SEE SHEETS 5, 6 AND 7. FOR ANCHOR LOCATIONS SEE SHEET .3. QUANTITY OF PINNING SCREWS FOR MULL – TO –CUP TO BE HALF THE QUANTITY OF ANCHORS FROM CLIP –TO– OPENING (MINIMUM OF 2 SCREWS PER CLIP). 5. IMPORTANT: QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO CHARTS 1 THROUGH 4 ON SHEETS 5, 6 AND 7. FIND THE APPUCABLE MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. ANCHORING ® OR LOADING CONDmONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. 6. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. Robert L. Clark. P.E. PE /39712 Strueturol SEE } NOTE 1 • TYP CAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC.. DETAIL "C" TO BE USED IN M1N— 2� j 4( 7 ) 1 1 0 ) SE£ • NOTE 1 1070 TE%HNOLOOr 0Q1 NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL J4274 WOOD r BUCK 2h( TYP)1h(TYP 2' OR 4•• 11se: 3xta/MOCN: MULLS WOOD BUCK .. TYPICAL MULLION WOOD BUCK ANDTCONNC.. MAX A 7H #12 F7-I SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 NTS •••• • • MAS&NRIb ANCHOR gPL!'NOTES !'dc' • • • ••• • •••• •••• • • • • • • • • • •• • ONLY WITH PGT INDUSTRIES PRODUCTS sh..t 2 er 7 #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 MASONRY ANCHOR SEE NOTES 1 & 3 Roved 5/30/06 0 ODI NOES 3 & 5 Rood By: R.viNonto F.K. 5/3 /04 C—A0O EMBED. DETAIL5 P.J.P. 48/00 trs.a: 1 " HEAVY WALL, CLIP INSTALLATION DETAIL •• • • • • ALUMINUM TUBE CLIPPED MULLION Droving No. 6221 • • • • Rev: 1 " MULL CLIP (CLIP TO OPENING) EXTRUSION DWG #1099 r" 1 " MULL CLIP W/TABS REMOVED (CLIP TO MULL) EXTRUSION DWG 11099 CUP LENGTH CHART FOR 1 x MULL MULL SIZE 1 x 2 x 3/8 t x 2 J/4 x 3/8 1 x 2 3/4 x 21/32 1 x 4 x 3/8 'A' 1 3/16 1 15/16 1 3/8 3 3/16 lA TWO (2) ANCHOR LOCATIONS ® THREE (3) ANCHOR LOCATIONS A/2 i MIN � A MIN. 1 ONE (1) ANCHOR ® TWO (2) ANCHOR LOCATION LOCATION MIN.TYP. NOTES; 1 IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, PLEASE REFER TO CHARTS 1 THROUGH 4 ON SHEETS 5, 6 AND 7. RND THE CORRECT MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPUCATTON. 2. 3/8 MIN. EDGE DISTANCE APPUES TO ALL DIMENSION SHOWN AS MAX. J. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. (2)EQ. SP. (A- 3/4)/2 Robert 1.. Clai,, P.E PE 09712 Structural MIN. © THREE (3) ANCHOR LOCATIONS 1070 TECIWOLOOY OWE MOMS R 34275 P.O. BOX 1529 NOKOMIS, FL 34274 © FOUR (4) ANCHOR D S X (6) ANCHOR LOCATIONS LOCATIONS • • • • • •• • MIN.TYP. (4)EQ.SP.@ (A-3/4)/4 R1.17: Orden BY: P.J.P. SN7es/reCet: MULLS ® FIVE (5) ANCAOR LOCATIONS TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS `f3o /o6 5/06 48/00 • • • • MIN. • • •TYP. otos • • • • • • 9 -NO wG THIS SHT ADO MUNCH Sc.: Q Stove NTS 3 of 7 •.•• • • 00 • •• Om ate Ne. 6221 • • • • . •• • • • • — rrr ••• • • • •. • • • • • 1 " HEAVY WALL, ANCHOR LOCATIONS ALUMINUM TUBE CLIPPED MULLION Rev D 2 1 3 1 ( 4 2 1 x HEAVY WALL MULLS MAT'L: 6063 -T6 NOTE: 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 32 4 r g.,75e. ; about L. dark. P.E. PE 139712 Structural 3 1 R T IND STRIES 1070 MONOLOG"( DRIW NOKOMIS. t1 34275 P.O. SOX 1529 NOKOMIS, FL 4274 4 saw/Nook MULLS 4 1 • • • • • •• • • ••• • • ••. • • •• •• .• • 0. • • • • • • • •• • Th TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS Pa Wawa= a�- 25%406 D-NO CHC THIS SHT F K. 5/5/06 C ND CHG TM5 SHT 0ron t7 P.J.P. 4 28/00 1X •• • • •• • •• • • •••• • • • • r...,J1„f • • • • • • �wr.. • • • •••• • • • •• • • • OS 1 " HEAVY WALL, MULLION PROFILES A LUMINUM TUBE CLIPPED MULLION Shoot I Droving No 4 .1 7 I 6221 CHART 2. - 1x2.75x.375 QTY. & TYP. ANCHOR (3) B 170 181 148 135 116 99 85 65 54 50 40 32 26 18 (3) B 170 170 170 185 116 85 65 54 50 40 32 26 18 (3) B 170 154 140 128 101 90 77 58 49 45 35 28 23 16 ( 170 170 170 153 107 90 77 58 49 45 35 28 23 16 (3) 170 150 136 121 100 72 54 45 41 32 26 21 (3) B (3) B (3) B (3) B (3) B (3) B (3) B 170 170 170 170 170 170 170 170 149 170 149 170 149 170 170 134 170 134 170 134 170 148 119 142 118 141 118 141 100 96 98 93 93 92 92 84 80 80 77 77 76 78 72 68 68 65 65 64 64 54 50 50 ' 48 48 ' 46 46 45 42 42 40 40 38 38 41 38 38 36 36 35 35 32 30 30 28 28 ' 27 27 26 24 24 22 22 21 21 21 19 19 18 18 17 17 CLIP TO OPENING CLIP TO MULL Q 42 48 rn 50.625 54 60 63 66 72 76 78 84 90 96 108 111 QTY. & TYP. ANCHOR x CUP TO OPENING CLIP TO MULL 42 48 50.825 54 60 83 66 72 70 78 84 90 96 (2) A (3) B (3) B 170 170 170 166 145 131 113 86 73 87 54 43 36 25 23 CHART 1. - 1x2x.375 50 (2) A (2) 8 (1) B 155 129 115 94 67 58 50 38 32 30 24 19 16 50 (3) A (3) B (3) B 170 170 170 170 152 131 113 86 73 67 54 43 38 25 23 60 (2) A (2) B (1) B 142 118 100 81 58 49 43 32 27 25 20 18 (2) A (3) B (3) B 170 170 181 147 127 112 97 73 62 57 45 37 30 21 19 70 (2) A (2) B (1) 134 107 91 73 51 44 38 29 24 22 17 80 70 80 90 (3) A (2) A (3) A (2) A (3) A (2) A (3) A (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B 170 170 170 170 131 112 97 73 62 57 45 37 30 21 19 OPENING WIDTH IN INCHES 80 (2) A (2) B (1) B 130 102 85 88 47 40 34 28 22 20 18 (2) 90 100 110 130 A (2) A (2) A (2) B (2) B (2) B (1) B (1) B (1) B 130 130 100 99 99 82 80 80 84 83 62 44 42 41 37 35 34 32 30 29 24 22 21 20 18 17 18 17 18 120 (2) A (2) B (1) B 130 99 80 82 41 34 28 20 17 15 OPENING WIDTH IN INCHES 130 180 (2)A (2)A (2) B (2) B (1) B (1) B 130 130 99 99 80 80 62 82 41 41 34 34 28 28 20 20 16 16 15 (2) A (3) B 100 (3) A (4) B (2) A (3) B 110 (3) A (4) B (2) A (3) B Robert 7.. ° P.E. PE Structural 120 130 (3) A (2) A (4) B (3) B (3) B 170 149 134 118 92 76 63 45 37 33 26 20 16 (3) A (4) B (3) B 170 170 170 141 92 76 63 45 37 33 26 20 16 (2) A (3) B (3) B 170 149 134 118 92 76 63 44 38 32 24 19 15 160 (3) A (4) B (3) B 170 170 170 141 92 76 63 44 36 32 24 19 15 NOTES, 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. • • • • • • • • •• • • •• • 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE VMS? CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEq Vite7: 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 • • • • 4. ANCHOR TYPES: A. ELCO 1/4 TAPCONS, EMBED. (1 %V O%? 1/4" SS4 CRETE —FLEX, EMBED. (1 3/4") B. 112 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 54275 P.O. BOX 1529 NOKOMIS. FL 34274 Omni Br P.J.P. Vertical Mull Mull Length L Opening4 Width Horizontal Mull 7 Opening With I_ Mull _I Length Multiple Mul ed Units r 7 Mull Length \„Opening Width •••• • • •••• 5730/06 5/5/06 4/28/00 s* **A*** Scow MULLS NTS D CH INS SW U� AR D REVISIONS Sleet 5 el 7 • ■• • . • ••• • •••• • • •• •• • • • •• o..arawn: 1 " HEAVY WALL, PRESSURE CHARTS 1 & 2 ALUMINUM TUBE CLIPPED MULLION X09 No. 6221 • • • • Rer. 0 1 CHART 3. -1 x2.75x.650 QTY. & TYP. ANCHOR (2) A (4) B (2) B 170 158 143 128 107 99 90 67 56 51 40 rn 2 CLIP TO OPENING CLIP TO MULL 42 48 60.625 54 60 63 66 76 78 84 90 96 108 111 60 (3) B (2) 8 170 170 166 152 133 125 118 106 91 84 67 (3) 8 (2) B 170 137 123 109 90 83 77 63 52 48 37 54 44 31 29 (2) A (4) B (2) B 170 170 170 170 152 143 135 108 91 84 87 54 44 31 29 80 (3) (2) B 170 160 148 135 117 110 103 92 77 71 57 (2) A (4) B (2) B 170 170 169 155 134 126 118 92 77 71 57 46 46 26 24 24 70 (3) B (2) B 170 148 136 124 106 99 93 81 68 63 50 40 38 38 33 28 23 21 (2) A (4) B (2) B 170 169 158 142 122 114 107 81 68 63 50 40 33 23 21 80 (3) B (2) B 170 141 129 116 99 92 86 73 61 58 44 38 29 20 18 (2) A (4) B (2) B 170 161 148 133 113 105 97 73 61 56 44 36 29 20 18 OPENING WIDTH IN INCHES 90 (3)B (2) B 170 138 125 112 94 87 81 67 58 51 40 32 28 18 17 Vertical Mull k_Opening.4 Width Mull Length Horizontal Mull - Opening Width Mull Length Multiple Mul ed Unite } \Opening Width Mull Length 32 30 26 24 18 17 100 17 15 (2) A (4) B (2) B 170 157 141 125 103 95 85 63 52 48 37 30 24 17 15 (3) (2) B 170 137 123 108 88 81 75 60 49 45 35 28 23 15 D7� 57 c Robert L Clark, P.E. PE /39712 Structural 110 (2) A (4) B (2) B 170 157 141 124 101 93 82 60 49 45 35 28 15 120 (3) B (2) B 170 137 123 108 88 80 73 58 47 43 33 26 23 21 (2) A (4) B (2) B 170 157 141 124 100 91 80 58 47 43 33 26 25 21 IN E5 1070 TECHNOLOGY DRIVE NOKOMIS R. 34275 P.O. BOX 1529 NOKOMIS FL 34274 130 (3) 8 (2) B 170 137 123 108 88 80 73 56 46 42 32 20 (2) A (4) B (2) B 170 157 141 124 100 91 79 56 48 42 32 25 20 _VOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 160 (3) B (2) B 170 137 123 108 88 80 73 56 45 40 30 23 18 (2) A (4) B (2) B 170 157 141 124 100 91 79 56 45 40 30 • 23 • • • 1 8 • • •••• • • 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE tflf1T3 • • CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE • •9M-tEff 1 . 3. REFERENCE .TEST REPORT FTL -2902, 2903 AND 2975 e • 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4" «OIL 1/4" SS4 CRETE —FLEX, EMBED. (1 3/4) • 8. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS a..aF P.J.P. 30/06 575 48/00 Revisions: IRIS SHT —MARKED REW TONS swisobekt MULLS Sea.: NTS Shut: 6 o,7 • • • • •• • � • • • • • ••• • • • • •• • 1" HEAVY WALL, PRESSURE CHART 3 T9k: ALUMINUM TUBE CLIPPED MULLION DWQ No. 6221 Rey: D CHART 4. - 1x4x.375 QTY. & TYP. ANCHOR CUP TO OPENING OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 ..130 • 160 (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2) A (31A (2) A (3) A (4) B (6) B (4)I3 (6) B (4) B (6) B (4) B (6) B (4) B (6) B (4) B (6) B (4) B (6) B (4) B (6) B (4) B (6) B (4) B (6) B CLIP TO (5) B (5) B (5) 13 (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B (5) B • (5I 4B. • (5) B . (5) B MULL (5) B B 42 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 48 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 50.625 170 170 170 170 170 170 ' 170 170 170 170 170 170 170 170 170 170 54 170 170 170 170 170 170 169 170 182 170 158 170 157 170 CO 170 170 170 170 154 170 143 170 136 170 131 170 128 170 127 170 127 170 127 170 63 170 170 159 170 144 170 133 170 126 170 121 170 117 169 116 166 116 165 170 170 150 170 135 170 125 170 117 166 112 158 108 150 106 145 105 144 105 144 66 72 154 170 134 170 120 165 110 148 103 76 144 170 125 160 112 140 102 126 95 78 140 170 121 148 108 129 99 118 92 106 87 99 83 93 80 89 78 87 75 84 84 128 138 111 117 98 102 90 92 83 83 77 77 73 73 69 89 66 66 62 82 90 112 112 95 95 82 82 74 74 67 67 82 62 ' 58 58 54 54 52 52 48 48 86 92 92 78 78 67 87 60 60 54 54 50 50 47 47 44 44 42 42 38 38 Vertical Mull r ,Ope ning Width Mull Length Horizontal Mull Opening With I_ Mull Length Multiple Mul ed Ji fl 1 Units L J \„Opening Width 136 116 37 37 98 90 108 86 102 108 84 84 54 54 47 47 42 42 111 59 59 50 50 43 43 38 38 34 34 31 ` 31 ' 29 29 27 27 144 27 27 22 22 19 19 17 17 15 15 34 127 , 34 94 120 32 32 157 170 91 83 30 170 157 115 89 112 88 111 98 30 81 1070 TECHNOLOGY OHNE NOKOMIS. FL 34275 P.O. BOX 1529 WOWS. 1R 34274 170 170 170 157 95 28 28 116 79 25 *vim en P.J.P. salsa/marsh MULLS 170 170 165 93 25 28 23 23 • • • • • •• • • • •••• • NOTES; 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN 15 BASED ON OPENING WIDTH. FOR MULTIPLE VOW CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SE6.6411 7. 1. • • • 3. REFERENCE TEST REPORT FTL -2902. 2903 AND 2975 • • 4. ANCHOR TYPES; A. 'ELCO 1/4" TAPCONS, EMBED. (1 1;e4)• ?8 1/4" SS4 CRETE —FLEX, EMBED. (1 3/4") B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 48/00 Reviskow D —N0 HG Alb SHT a C—AIARKED REVISIONS 5730/06 575/06 Scots: I shat, NTS I 7 ar 7 • • • • -- r —•r- -s •••• • • • • is • •••• •••• •••• • • • — •••• • • • • • • • • • ••• • • • • • •• 1" HEAVY WALL, PRESSURE CHART 4 riNe ALUMINUM TUBE CLIPPED MULLION O,o.r,• No. 6221 I � D BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION D • • ••• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • •• • • • • •• NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series HR -710 Aluminum Horizontal Roller Window -LMI APPROVAL DOCUMENT: Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture . of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at th- equest of the Building Official. This NOA consists of this page 1 and evidence page E -1, as we document mentioned above. The submitted documentation was reviewed by Jai e D. Gas • • • • ••• • • • •• •• • • • • • • • • • • ••• • • • • • • • • • • • • • • • • ••• • ••• • ••• • • • • • • • • • • 'i21'AN:14)41'E COUNTY, FLORIDA • • • : METReVAIr FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 • • • : FAX (305) 375 -2908 •• • • • • • • • • • • • www.buildinecodeonline.com •• • .••••••- NOA No 06- 0405.06 Ex Date: December 21, 2011 Approval Date: December 21, 2006 Page 1 PGT Industries, Inc. • • • • • • • •• • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• NOTICE OF ACCEPTANCE: `•TI NCI' isU'BUITTl;,D••: • • • • • • • • • : • • •• • • • • • • • • . • • • • • • • A. DRAWINGS •• • 1. Manufacturer's die drawings and sections. 2. Drawing No.4127 -10, titled "Alum. HoriAlnt 1 R241'1 @r rind', impact ", sheets 1 through 11 of 11, dated 02/28/06, prepared:bi ii ai u."aat& er;'signN 1 and scaled by Robert L. Clark. P.E. • • • • • • • :•• • • • B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4858 and FTL -4859, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Engineering, dated 10/26/06, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -98 and 02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "Dupont Butacite PVB Interlaycr" dated 01/05/06, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of compliance, and no financial interest, dated March 30, 2006, signed and sealed by Robert L. Clark, P.E. 2. Laboratory compliance letter for Test Report no. FTL- 4770, issued by Fenestration Testing Laboratory, Inc., dated March 09, 2006, signed and sealed by Edmundo Largaespada, P.E. G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC) E -1 • Jaime D. Gas on, P.E. Chief, Product Control Division NOA No 06- 0405.06 Expiration Date: December 21, 2011 Approval Date: December 21, 2006 GENERAL NOTES: IMPACT HORIZONTAL ROLLER WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 516" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/16" LAMI CONSISTING OF (2) UTES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER, F. 7116" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTEPLAYER. G. 13/16" LAMI 10: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 318" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1 /8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16° OR 3/8" AIR SPACE AND 5/16" LAMI CONSISTING OF (1) LITE OF 1/8° ANNEALED GLASS AND (1) LITE OF 1/8' HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. I. 13/16" LAMI ID: (1) LITE OF 1/8 OR 3/16" ANNEALED (MIN.) GLASS. 5/16" OR 3/8° AIR SPACE AND 5/16' LAMI CONSISTING OF (2) LITES OF 118" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1/4° AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYEF. K. 13/16" IAMI IG: (1) LITE OF 1/8° OR 3/16" ANNEALED (MIN.) GLASS, 3/16° OR 11= MR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. L. 13/16" LAMI 10: (1) LITE OF 1/8° OR 3/16" ANNEALED (MIN.) GLASS, 3/16" OR 1,4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: OX • XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3 AND 4) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. L\ B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 9 THROUGH 12 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. Rower 00040 F.K. wrt8 F.K. F.K 7. REFERENCES: TEST REPORTS FTL -4858 AND FTL -4859. ELCO TEXTRON NOA: 04 -0721.01, 03. 0225.05 ANSI /AF&PA NOS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). two: tmri 10/17106 5/13/06 2/28!06 Navblms rawovIsc A Check:40, J.J. CHANGE TO ASTM E 1300 -02 ADD AIR SPACE DM&. NOTE 1, TECH. REF. NOTE 78 NOTE 8. a°hr 3/23N6 070 TEC11NO1OOY DRIVE NOKOMIS, Fl 34275 P.O. 607 1629 140004115. 0.24274 V /0,/,6 Hefter GENERAL NOTES 1m> ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HR710 NTS 1 11 4 127 -10 " B • •• • • NOA DRAWING MAP SHEET GENERAL NOTES i GLAZING DETAILS 2 DESIGN PRESSURES 7 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST EXTRUSIONS 7 CORNER DETAIL 5 ANCHORAGE 8 -11 • • • • •• • • • • • • •• • • •••• •••• At'ptarM an ena�t79q wk4 kO • • • C9f• • • 12 • • • • • • •• • Q•• • • • • • • • • • • • • • • •• • • • •••• •• •• Robert L Cla,k. P.E FE I/.197 12 Slruclural Revaddr Deb' Pew! F.X. flare: 10/17/06 Rern0U0 0me: F.K. 5/13/06 VmtwAy 0o F.K. 2/26!06 Rorin4ms: B Pa. A cneomdq J.J. 1/2" NOM. GLASS BITE I - (60,61,62) --. 1/8° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 10 ANNEALED OR HEAT STRENGTHENED GLASS 5/16° NOM. 5/16" LAMINATED GLASS -0- 118" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER ▪ - 1/8° ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED 5/16" OR 318° AIR SPACE 1/8" OR 3/16" ANNEALED (MIN.) GLASS 13/16" NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI 1/2" NOM. GLASS BITE NO CHANGE THIS SHEET ADOAIR SPACE DIM. TO LAMI IG DETAILS 323/06 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOK0MIS, FL 34274 63,64,65 Viribly Better 1/2" NOM. GLASS BITE 1/2" NOM. GLASS BITE 13/16" LAMI IG GLASS W/ 7/16" LAMI Snms.4.0sr HRi I0 Full 2 a 11 • • • • • • 1 • • • • 3/16° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16 "ANNEALED OR HEAT STRENGTHENED GLASS 7/18° LAMINATED 7/16' LAMINATED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16° ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 3/16" OR 1/4" AIR SPACE 1/8" or 3/16° ANNEALED (MIN.) GLASS 13/16" NOM. 9. GLAZING DETAILS _ ALUM. HORIZONTAL ROLLER WINDOW, IMPAC I 4127-10 I E7 EXTERIOR INTERIOR L (ALL SECTIONS) • • • •• • • •••• •• • • ::arovelas c"mplyhm with the • e •••• • • • • ••• • • • •••• • •• • • • • • • • Robert L. Clark. RE PE. 079112. Slrucl"ral • • • •••• • • • • • •• oG WINDOW WIDTH 84" 96" 106 3/8" 108" 111" UP TO 111" UP TO 111" GLASS TYPE A,B,G,H A,B,G,H A,B,G,H A,B,G,H A,B,G,H C, I D,E,F,J,K,L WINDOW HEIGHT 26" +60.0 +60.0 +60.0 +60.0 +60.0 -60.0 -60.0 -60.0 -60.0 -60.0 36" +60.0 +60.0 +60.0 +60.0 +60.0 -60.0 -60.0 -60.0 -60.0 -60.0 38 318" +60.0 +60.0 +60.0 +60.0 +60.0 -60.0 -60.0 -60.0 -60.0 -60.0 48" +60.0 +60.0 +60.0 +60.0 +60.0 -60.0 -60.0 -60.0 -60.0 -60.0 50 5/8" +60.0 +60.0 +60.0 +60.0 +60.0 -60.0 -60.0 - 60.0 -60.0 - 60.0 54" +60.0 +60.0 +60.0 +60.0 +59.5 -60.0 -60.0 -60.0 -60.0 -59.5 60" +60.0 +59.1 +55.5 +55.0 +54.0 -60.0 -59.1 -55.5 -55.0 -54.0 +60.0 +56.0 +52.1 +51.7 +50.9 +60.0 +75.0 63" -60.0 -56.0 -52.1 -51.7 -50.9 -60.0 -75.0 (XOX 1/4,1/2,1/4) DESIGN PRESSURES (XOX 1/3,1/3,1/3) DESIGN PRESSURES WINDOW WIDTH TO 86 7/16" TO 86 7/16" GLASS TYPE A,B,C,G,H,I D,E,F,J,K,L TABLE 2. WINDOW HEIGHT 26" 36" 38 3/8" 48" 50 5/8" I 54" I 60" 63" +60.0 -60.0 -75.0 +75.0 (OX AND XO) DESIGN PRESSURES TABLE 3. WINDOW WIDTH 60" 66" 72" 74" UP TO 74" GLASS TYPE A,B,G,H C,1 A,B,G,H C,I A,B,G,H C,1 A,B,G,H C,I D,E,F,J,K, L 26" 36" 38 3/8" WINDOW HEIGHT 48" 50 5/8" 54" 60" 63" +75.0 +75.0 +75.0 +75.0 +75.0 +75.0 +75.0 +75.0 -75.00 -75.00 +75.0 +75.0 +75.0 +75.0 +75.0 -75.00 -75.00 -75.00 -75.00 -75.00 +75.0 +75.0 -75.00 +75.0 -75.00 -75.00 -75.00 -75.00 -75.00 -75.00 -75.00 -75.00 +75.0 -75.00 +75.0 +75.0 +75.0 -75.00 -75.00 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 +75.0 +75.0 +75.0 +75.0 +75.0 +75.0 -75.00 -75.00 -75.00 -75.00 -75.00 -75.00 -75.00 -75.00 +75,0 +75.0 +75.0 +75.0 +75.0 +75,0 +75.0 +75.0 +75.0 -75.00 -75.00 -75.00 -75.00 -75.00 +75.0 +75.0 +75.0 -75.00 -75.00 -75.00 +75.0 +75.0 +75.0 +75.0 +75.0 -75.00 -75.00 -75.00 -75.00 -75.00 -75.00 -75.00 -75.00 +75.0 -75.00 +75.0 +74.7 +75.0 +70.1 +75.0 +68.6 +74.7 -75.00 -74.70 -75.00 -70.10 -75.00 -68.60 -74.70 +75.0 +75.0 +70.0 +75.0 +65.0 +72.1 +63.5 +70.8 +75.0 -75.00 -75.00 -70.00 -75.00 -65.00 -72.10 -63.50 -70.80 -75.00 GLASS TYPES: TEST REPORT FTL -4858 (XOX), FTL -4859 (OX & XO) A. 5/16" LAMI- (1/8" A, .090,1/8" A) B. 5/16" LAMI - (1/8" A, .090,1/8" HS) C. 5/16" LAMI - (1/8" HS, .090,1/8" HS) D. 7/16" LAMI - (3/16" A, .090, 3/16" A) E. 7/16" LAMI - (3/16" A, .090, 3/16" HS) F. 7/16" LAMI - (3/16" HS, .090, 3/16" HS) Raft.. By t5,, Rw.md Br Dale F.K. 10/17106 F.K. 5113706 Da. Wq_ F.K. 2125106 Re 8 Ra.ic:ms.� A J.J. REVISE DP TABLES TOASTM E 1300-02 ADD AIR SPACE DIMENSION GLASS TYPES G TNRIJ L. 3/23/06 G. 13/16" LAMI IG -1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8 "A, .090,1 /8 "A) H. 13/16" LAMI IG -118" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8 "A, .090,1/8 "HS) I. 13/16" LAMI IG -1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/16" LAM?- (1 /8 "HS, .090,1/8 "HS) J. 13/16" LAMI IG -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "A, .090, 3/16 "A) K. 13/16" LAMI IG -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "A, .090, 3/16 "HS) L. 13116" LAMI IG -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7116" LAMI - (3/16 "HS, .090, 3/16 "HS) 1070 TE:I01OLOGY DRIVE NOKOMIS, FL 34275 P O SON 1529 000050S. FL 31274 Visibly Uererr DESIGN PRESSURES ALUM. HORIZONTAL ROLLER WINDOW, IMPACT e+xra rn. 118710 NTS 3 " 11 4127 - 10 TABLE 1. 6 • • • • . • •• •••• • • Hp • r _kill • • • • • _ALS • •••• • • •••• • •• • • • --9_0_!• • •••• • • •• • • • • •• Rober L Clan:, P E. PE 039712 Stntcloral •� • • • • • • • • • • • • • • • Itorsd by rter,r, ny F.K. FjC km.* Morn fly 25 118° MAX. DLO VENT 57 318 MAX. DLO ALL FIXED LITES Onto 10/17/06 5/13/06 2/26106 Ravi:vow Re. km Kosii■ws. A Checkad By J.J. 0 5723/06 49 3/4° MAX. DLO FIXED 33 9116° MAX. DLO FIXED NO CHANGE 71-116 SHEET NO CHANGE 77118 SHEET 111" MAX. WIDTH DETAIL B - XOX (1/4-1/2-1/4) 33 9116" MAX. DLO VENT c 74 MAX. WIDTH DETAIL A - OX OR XO 56° MAX. DLO ALL VENTS 1070 TECI DRIVE NoKOM1S, FL 34275 P.O. BOX 1629 NOKOMIS, FL 34274 63° MAX. HEIGHT ALL CONFIG. Better ELEVATIONS 25 1/8" 25 1/8° I--- MAX. DLO --- MAX. DLO VENT FIXED 86 7116" MAX. WIDTH DETAIL C - XOX (1/3-1/3-1/3) NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SEC DON DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HR710 NTS 4 . 11 4127-10 • • • • • • • • • • • • • • • • • • • • • • • • ••••••-••11- • • • •••• • , „00, compbuiv* • Cede • • • • v 0 • • ■fffir • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • - 1111 - • • • • • • Robort L C170k P E. PE /M97 2 Starr:tarsi amid 0r- 0xs. SECTION C -C (VERTICAL SECTION) Fe Feved FY: bait. FeHM,xtt F.K. 10/17/06 8 NO CHANGE THIS SHEET Fendtly Deft Fey artr F.K. 5/13/06 A NO CHANGE THIS SHEET mai nee ame. ch. ws7 F.K. 2/28/06 J.J. INTERIOR MAX VENT DLO orne 3/23/06 SECTION A -A (HORIZONTAL SECTION - OX) 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 PO. BOX 1529 90001115, FL 31274 Visibly /letter MAX. FIXED DLO MAX. WIDTH SECTION B -B (HORIZONTAL SECTION - XOX) VIEW D -D (FRAME CORNER CONST AxmWh+a SECTIONS 3erks24Ylr> 518710 Half 5 M 11 37 22 17 SEALANT OR GASKET • B AT HEAD AND SILL • RUCTION) ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Dm. I rt, 4127 -10 B INTERIOR - MAX. VENT DLO EXTERIOR (39) OPTIONAL 39 3) •• • • • • • •••• • • • •• • • •• • • • •••• • •••• •••• • A A •'ra . ,' • • /r ctV 1201}erl l_. Clark. P.E PE 631712 S1nahval • • • • • • • • ••• • • • •• • • _,_._ • • • •• • • • • • • • • • • • • • • • • 1626 4002 4134 1155 4110 4054 4066 4105 1683 225-1 226 4128 4006 1235 1096 1016 4126 1683 7070 1224 1225 4039 4044 4222 985 4067 ITEM DWG# REV 3 12 13 14 15 16 17 19 21 22 23 24 29 32 33 35 36 37 38 39 40 LIFT RAIL COVER CAP 50 51 52 53 54 55 56 59 1 4102 A FLANGE FRAME I LEAD 2 4025 SASH STOP (STD.) (ANTI LIFT CLIP) 48 X 3/4 I'H. PAN HEAD 4 4053 SASH STOP COVER (SASII STOP) 6 4136 FLANGE FRAME SILT 7 4137 SILL A DAPTOR 8 4131 ROLLER TRACK 10 71298 WEEP HOLE COVER DHS CRIP'1'ION ADIIESIVE OPEN CELL FOAM PAD FLANGE ERA ME JAM B GASKET FOR MA IN FRAME SILL JOINT #8X 1.000QUADPN.SMS SCREEN ADAPTOR FIXED MEETING RAIL WSTP,.187 X .230, FIN SEAL SASH TOP & BOTTOM RAIL WSTP.,.250 X .270 BACK, FIN SEAL ROLLER HOUSING& WIDE BRASS ROLLER WHEELS HORIZONTAL ROLLER SASH TOP GUIDE SASH MEETING RAIL WSTP.,.170 X .270 BACK, FIN SEAL SWEEP LATCH #8 X .625 PH. FL. SMS SASII SIDE RAIL W STP.,250 X .270 BACK, FIN SEAL BULB WEATHERSTRIP .187 X .275 GLAZING SILICONE, DOW 899, 995 OR EQUIVALENT VINYL GI AZINGBEAD BULJ3 (THICK) VINYL GLAZING BEAD BULB (THIN) GLAZING BEAD - 5/16" B GLAZING BEAD -5/16' W/GRIIL KIT A GAZING BEAD -7/16" C GLAZING BEAD - 7/16" W /GRILLKIT GLAZING BEAD - 13/16" 60 GLASS 5/16" LAMI (1/8" A, .090 PVB,1 /8 A) 61 5/16" IAMI(1 /8 "A,.090PVB, 1/8" HS) 62 " 5/16" LAMI (1/8" HS, .090 PVB, 1/8" HS) 63 " 7/16" IAMI (3/16" A, .090 PVB, 3/16" A) 64 " 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS) 65 7/16" LAMI (3/16" HS, .090 PVB, 3/16" 1-IS) Mlle: Reved 8Y. °atm F.K. 10/17/06 R RMs. F.K. 5/13,06 FIG 2/28/06 8 NO CHANGE THIS SHEET ",faMm A ADD SPACE DIMENSIONS ITEMS 66 T7i1U 77 Chocked By- 0* J.J. 3/23/06 MAT' I, POP 6063 -T6 AL 612237 6063 -T5 AL 612244 7834AA 70 6063 45 AL 71 6063 -T6 AL 64136 72 6063 -T6 A L 64137 73 6063 -T6 AL 64131 74 POLYPROP. 71298 75 7PAD1626 76 6063 -T6 AL 612225 77 74134W/K 90 781 PQA 91 6063 -TS AL 64110G 92 6063HD -T6 AL 64054A 93 64066G 94 6063 -T5 AL 612240 95 61683G 96 42112HID BRASS 7BRWHL2 POLYPROP. 44128N 60631IS -T6 AL 64006 67516G DIE -CAST 71096 7858 6063 -T5 AL 64126 616836 67070K 74078"C" L Olt R 6063 -T5 AI. 6063 -T5 AL 6063 -T5 AL 6063 -T5 AL 6063 -T5 Al. 61'P247W,K 6TP248K 64039B 644703 64222 6.985 64067 66 " 13/16" LAMI 10-1 8"A, 3/8" AIR SPACE, 5/16" LAMI (1 /8 "A, .090 PVII, I /8"A) 67 " 13/16" LAMI I0- l /8 "A, 3/8" AIRSPACE, 5/16" LAMI (1 /8 "A, .090 PVB, I /8 "HS) 1070 TEC3i•10LOGY DRIVE NOKOMIS, 11. 34275 P.U. BOX 1529 NOKOMIS. FL 34274 HEW 68 69 Visibly [letter DWG# REV I DESCRIPTION GLASS 13/16' LAM I1G- 118" A, 3 /8" AIR SPACE, 5 /16 " LAM I(I /8 "I IS, .090PV13,1 /8 "HS) " 13/16" LAMI1G- 3/16 "A,5 /16" AIR SPACE, 5 /16 " LAM I(I /8 "A,.090PVB,I /8 "A) 13/16" 1.A M I IG-3/ 16 "A, 5/ 16" AIR SPACE, 5/16" LA MI (1/8"A. .090 I'V13, 1 /8" HS ) 13/16" LAMI l0- 3116 "A, 5/16" AIR SPACE, 5/16" LAMI (1/8 "! I.S. .090 PV13, 1/8 "1 IS) 1014 1630 1631 1073 1624 1635 13/16" LAMI IG- I /8 "A, 1/4" AIR SPACE, 7/16" LAME (3116 "A PV13, 3/16 "A 1 13/16' LAMI lG- I /8 "A, 1/4" AIR SPACE,, 7/16" LAMI (.3116 "A..090 PVB, 3!16 "1151 13/16" LAMI 1G- 1/8 "A, 1/4" AIR SPACE, 7/16" LAMI (3/16 "I1S, .090 PVB, 3/1611S/ 13/16" LAMI IG- 3/16 "A, 3/16" AIR SPACE, 7/16' IAhll (31!61 "A,.0901'V13, 3 /16"A) 13/16" LAMI IG- 3/16 "A, 3/16", AIR SPACE 7/16' LAMI (3/16 "A, .090 PV13. 3/16" HS) 13/16" IAMI IG- 3/16 "A, 3/16" AIR SPACE, 7/16" LAMI (3116'I IS, .090 PVB. 3/16"I 15 / SCREEN FRAME (110R. & VER.) 3105 -1114 A L SCREEN CORNER KEY W /RINOwS POLYPROP. SCREEN CORNER KEY W /OUT RINGS POLYPROP. SCREEN SPRING ST.ST. SCREEN SPLINE -.135 DIA. FOAM SCREEN SPLINE -.135 DIA. HARD SCREEN PARTS LIST ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HR710 NTS 6 11 4127 -10 B I MATE L 1'(:1'# -- I VI PVC FM PVC CLOIII • • • • •• • • •• • • • •-• •-• • • • • • •• • Robert L. Clark, P E PE 439712 Structural •• • • •• • • • • •• • • • • •ar wr • • •• • • • • • • • • • • • • • • • Mar 07.,7 75 F.K. Km In, F.K. arvn r +ma: F.K. 2/28/06 Rev O FLANGE FRAME HEAD #4102A, 6083-T6 .490 j r + 1.451 -1 0 SASH STOP 44025, 6063 -T5 0 SASH TOP & BOTTOM RAIL #4133,6063 -T5 .050 --► .678 1.096 -- � - ` — �I 54 GLAZING BEAD, 5/16" #404413, 6063 -T5 (USED W/ GRILL KIT) 4113100 Rtrlsbns ['Aerial/3y flaw ✓.J. 3/23/06 NO CHANGE THIS SHEET NO CHANGE THIS SHEET ( -6-- ) FLANGE FRAME SILL #4136, 9003 -T6 .061 .437 HORIZ. ROLLER TRACK #4131, 6083-T6 1.081 {� 32 SASH MTG. RAIL #40060. 6063HS-T6 �7[- 050 IIit2 .678 1.096 T 55 GLAZING BEAD 7/16" #4222A, 6063 T5 070 TFCHNOLOGY DIVE NOKOMIS. FL 34275 P 0. BOX 1529 NOKOMIS, FL 34274 56 O FRAME SILL ADAPTER #4137, 6063-T6 17 FIXED MEETING RAIL #405413,6063HD -T6 2.2 26 1 ' 1. 9 .062 II I� i-�- 1.291 ^1 37 SASH SIDE RAIL #4126, 6063-T5 .050 ►'678 1.115 1 AT GLAZING BEAD, 7/16" #9850, 6063-T5 (USED W1 GRILL KIT) 12°_"T Vv1Gty Hater L1.403 -.1 EXTRUSIONS Half 7 11 090 y .678 1.096 - T 53 GLAZING BEAD, 5/16" 440398,6063 -T5 .683 = 4 -.U50 SASH STOP COVER 44053. 9063-T5 1 1.097 GLAZING BEAD, 13/16" #4067. 6063-T5 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT FIswd: crn.ma. 667)0 4127 -10 FB -- .513 -.1 ( I F .040 I .738 1.443 -.1 2. 784 1 :fl P .062 (13) FLANGE FRAME JAMB #4002A, 6063 -T6 • • • • •• • • • •• • • •• •• • •• __• • •••• • •••• •••• • � y �� y yye m: "m {yiRgiiii• • 13rtrka s•' I" j? ••in ar . Air VI ••„r • • • • • —L_ •• • nbRrt 1. CInrl , P E PE 039712 StmcITlr01 • •••• • • •••• ••• • • • •• ANCHOR QUANTITIES, XOX (1/4- 1/2 -1/4) WINDOWS TABLE 4 53.125 x 38 375 48 000 50.625 54.000 80.000 63.000 GLASS TYPE: ANCHOR TYPE & SUBSTRATE WINDOW SIZE W v H 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 74.000 x 38.375 48.000 50.625 54.000 60.000 63.000 84.000 x 38.375 48.000 50.625 54.000 60.000 63.000 106.375 x 38.375 48.000 50.625 54.000 60.000 63.000 111.000 x 38.375 48.000 50.625 54.000 60.000 63.000 Reeedey: F.K. '7 -p F.K. timer 10/17/06 Mt. 5/13/06 A,B,C,G,H,I 2,3, WOOD ZONES HEAD & SILL 1 +C2 +1 +C2 +1 1 +C2 +1+C2+1 1 +0211 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +02 +1 +02 +1 1 +C2 +1 +C2 +1 1 +02 +14-C2 +1 1 +C2 +1 +C2 +1 1 +C24-1 +C2 +1 1 +02 +2 +02 +1 1 +C2 +2 +C2 +1 1 +02 +2 +02 +1 1 +C2 +2 +02+1 1 +02 +2 +02 +1 1 +C2 +2 +02 +1 1 +C2 +2 +C2 +1 1 +02+2 +02 +1 1 +02 +2+02 +1 1 +02 +2 +02 +1 1 +02 +2 +02 +1 1 +C2 +2 +C2 +1 1 +02 +2 +02 +1 1 +C2 +3+C2 +1 1 +02 +3 +C2 +1 1 +C3 +3 +03 +1 1 +C3 +3 +C3 +1 1 +C3 +3 +03+1 1 +C2 +3 +C2 +1 1 +C2 +3 +C2 +1 1 +02 +3 +02 +1 1 +03 +3 +03 +1 1 +03 +3+03 +1 1 +03+3 +03 +1 5,475'.. 80"45. 8 Reunions: A N 2 3 3 3 3 2 3 3 3 3 3 3 3 2 3 3 3 3 3 2 3 3] 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 owe ap Aeder 0714: F.K. 228/06 J.J. 3/23/06 2, CONC ZONES HEAD & SILL 1 +C2 +1 +C2 +1 1 +C2 +1 +02 +1 1 +C2 +1 +C2 +1 1 +02 +1 +02 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +02 +1 1 +C2 +1 +C2 +1 1 +02 +1 +02 +1 1 +C2 +1 +C2 +1 1 +02 +1 +02 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +02 +1 +02 +1 1 +02 +1 +02 +1 1 +02 +1 +02 +1 1 +02 +1 +02 +1 1 +02 +1 +02 +1 1 +C2 +1 +C2 +1 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 1 +02 +2 +02 +1 1 +02 +2 +02 +1 1 +02 +2 +C2 +1 1 +C2 +2 +C2 +1 1 +02 +2 +C2 +1 1 +02 +24 -C2 +1 1 +02 +2 +02 +1 1 +C2 +2 +C2 +1 1 +02 +2 +02 +1 1 +02 +2 +02+1 1 +02 +2 +02 +1 1 +02 +2 +02 +1 1 +02 +2 +C2 +1 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 1 +02 +2 +02 +1 2 3 3 3 2 3 3 3 2 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 1, CONC ZONES HEAD & SILL 1 +02 +1 +02 +1 1 +C2 +1 +02 +1 1 +02 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1+02 +1 +C2 +1 1 +02 +1 +02 +1 1 +02 +1 +02 +1 1 +02 +1 +02 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +02 +1 +02 +1 1 +02 +2 +C2 +1 1 +C2 +2 +C2 +1 1 +02 +2 +C2 +1 1 +02 +2 +02 +1 1 +02 +2 +02 +1 1 +C2 +2 +C2 +1 1+02 +2 +C2 +1 1 +C2 +2 +02 +1 1 +C3 +2 +03 +1 1 +02 +3 +C2 +1 1 +C3 +3+03 +1 1 +C3 +3 +C3 +1 1 +C3 +3 +C3 +1 1 +C4 +3 +C4 +1 1 +04 +3+04 +1 1 +C2 +3 +C2 +1 1 +03 +3 +03 +1 1 +C3 +3 +C3 +1 1 +03+3 +C3 +1 1 +04 +3 +04 +1 1 +04 +3 +C4 +1 m 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 2 3 3 3 2 3 3 3 3 3 2 3 3 3 3 D,E,F,J,K,L 2,3, WOOD ZONES HEAD & SILL 1 +C2 +1 +C2 +1 1 +02 +1 +02 +1 3 3 1 +C2 +1 +02 +1 1 +C2 +1 +02 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +02 +1 1+02 +1 +02 +1 1 +02 +1 +02+1 1 +02 +1 +02 +1 1 +C2 +1 +C2 +1 1 +02 +1 +02 +1 1 +C2 +1 +C2 +1 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 1 +C2 +2 +02+1 1 +C2 +2 +C2 +1 1 +02+24-C2 +1 1 +C2 +2 +C2 +1 1 +02 +2 +02 +1 1 +03 +2 +03 +1 1 +C2 +2 +02 +1 1 +02 +2 +02 +1 14-02+2 +02 +1 1 +02 +2 +02 +1 3 3 1 +C3 +2 +C3 +1 1 +C3 +2 +03 +1 1 +02 +3 +02 +1 1 +03 +3 +03 +1 1 +C3 +3 +C3 +1 1 +C3 +3 +C3 +1 1 +C4 +3 +C4 +1 1 +04 +3 +04 +1 1 +02 +3+02 +1 1 +03 +3 +0,3 +1 1 +C3 +3 +03 +1 1 +C3 +3+03 +1 1 +C4 +3 +C4 +1 1 +C4 +3 +04 +1 REVISE ANCHORAGE FORMA HEAD & SILL CLUSTERS ADD SPACE 101h1ENSIONS GLASS TYPES G THRU L. co f 2 3 1 +02 +1 +C2 +1 1 +C2 +1 +C2 +1 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 3 3 3 3 3 2 3 3 3 3 2, CONC ZONES HEAD & SILL 1 +02 +1 +02 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1+02 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +02 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +02 +1 +C2 +1 1 +04 +2 +02 +1 1 +C2 +2 +02 +1 1 +02 +2402 +1 1 +C2 +2 +02+1 1 +02 +2 +02 +1 1 +C2+2 +C2 +1 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 1 +02+2 +C2 +1 1 +C2 +3 +C2 +1 1 +C2 +3 +02 +1 1 +02 +3 +02 +1 1 +C2 +3 +02 +1 1 +C2 +3 +02 +1 1 +03 +3 +03 +1 1 +02 +3 +02 +1 1 +C2 +3 +C2 +1 1 +02 +3 +02 +1 1 +02 +3 +02 +1 1 +02 +3 +02 +1 1 +C3+3+C3 +1 t6 g 2 3 3 3 3 2 3 3 3 3 3 1 +C2 +2 +02+1 1 +02 +2 +C2 +1 1 +C2 +2 +C2 +1 2 3 3 1 +02 +2 +C2 +1 1 +C3 +2 +C3 +1 3 3 3 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 1, CONC ZONES HEAD & SILL 1 +02 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 1 +02 +1 +02 +1 1 +02 +2 +02 +1 1 +02 +2 +02 +1 1 +C2 +2 +C2 +1 1 +02+2 +C2 +1 1 +C3 +2 +C3 +1 1 +03 +2 +03 +1 1 +C2 +2 +C2 +1 1 +02 +2 +02 +1 1 +C2 +2 +C2 +1 1 +C3 +2 +C3 +1 1+C2+2+C2+ 1 1 +C2 +2 +C2 +1 1 +C2 +2 +C2 +1 1 +C3 +2 +C3 +1 1 +C3+2 +C3 +1 1 +03 +2 +C3 +1 1 +C2 +3 +C2 +1 1 +03+4 +C3 +1 1 +03 +4+03 +1 1 +04 +4 +04 +1 1 +04 +4 +C4 +1 1 +C4 +4 +C4 +1 1 +C2 +4 +C2 +1 1 +C3 +4 +C3 +1 1 +C3 +4 +03 +1 1 +C4 +4 +C4 +1 1 +04 +4 +04 +1 1 +05+4 +05 +1 0) 0 5 , 2 3 3 3 3 3 2 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 T NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 2. GLASS TYPES: A. 5/16" LAMI - (1/8" A,.090, 1/8" A) B. 5/16" LAMI - (1/8" A,.090. I/8" HS) C. 5/16" LAMI - (1/8° HS..090, 1/8" HS) D. 7/16" LAMI - (3/16" A,.090, 3/16"A) E. 7/16 LAMI - (3/16" A..090, 3/16" H5) F. 7116" LAMI - (3/16' HS,.090, 3/16' HS) G. 13/16" LAMI IG - 1/8" OR 3/16" A, 5/16" OR 3/8" SPACE. H. 13/16' LAMI IG - 1/8 OR 3/16" A, 5/16" OR 3/8" SPACE. 5 I. 13/16" LAMI IG - 1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, J. 13/16" LAMI 10 - 1/8" OR 3/16' A, 3/16" OR 1/4" SPACE. 7/ K. 13/16" LAMI 10 - 1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, / L. 13/16' LAMI 10 - 1/8 OR 3/16" A, 3/16" OR 1/4" SPACE, 7 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TAIIL ® DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO N 9" REF. HEAD AND SILL ANCHOR QUANTITY. A CLUSTER OF (3) ANCHORS CENTEI AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VE N 1 PLUS (4) ANCHORS AT FIXED SEC 1 0. (12) ANCHORS TOTAL AT HEAD AND (3" MIN. O.C. ANCHOR SPACING) 1-25 3/4" MAX. 1 1/2" TYP. I-•-3' MIN. 1 -1 - - 1 . 11 - 1 X � EXAMPLE CLUSTER W/ QTY. OF (4) ANCHOR x4v. O"ry ANCHORAGE SPACING, XOX (1/4- 1/2 -1/4) ALUM. HORIZONTAL ROLLER WINDOW, IMPA 118710 NTS 8 a 11 F.O. BOX 1029 NOKOMI0, FL 34274 Li.ihly /kW?' HEAD & SILL: 10 112° MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 25.3/4" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX O.C. TABLE KEY: Q X 0 X s �1 +C3 +4 +C3 +11 3 -°-- ANCHOR QUANTITY PER JAMB 25 314" 7715x. - -°--1( 3" MIN. - 1 IA I 1 1 X O 9 REF MTG. RAIL. TYP. EXAMPLE CLUSTER W/ QTY. OF (3) ANCHOR (SHOWN IN TABLE KEY ABOVE) MTG. RAIL, TYP. 4127 -10 3 -1112 STEEL SCREWS (G5) 5/ LAMI - (1/8" A..090. 1/8" A) /16" LAMI - (1/8" A,.090. 1/8" 6" IIS) /16 " LAMI - (1 /8 " HS, . 09n, H115) 16" LAMI - (3/16" A,.09(1, .1/ 10" A) /18" LAMI - (3/16" A,.090, 7116" 115) /16' LAMI - (3 /16" HS..090. 3/16" 113) E AND BASED ON THE FOLLOWING EXT LARGER WINDOW IN TABLE. 2ED N. TILL. CT 13 • • • •• • • •••• Approved • Pale • / • • • • • • • • 2. PE 839712 Stmclural • • • • • ANCHOR QUANTITIES, XOX (113 - 113 -113) WINDOWS TABLE 5 NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 -1/4" ELCO 5S4 CRETE -FLEX 3 - 812 S FEEL SCREWS (c 51 GLASS TYPES ANCHOR TYPE= & SU63TRATE A,B,G,H C,D,E,F,I,J,K, L 2. WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W H HEAD & SILL g HEAD & SILL g HEAD & SILL m HEAD & SILL u1 g HEAD & SILL N m HEAD & SILL 1n co 2. GLASS TYPES: 2 A. 5/16" LAMI - (1/8"A .090, 1/8" A) B. 5/16" LAMI -(1/8" A,.090. 1/8" HS) 48.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +02 +1 +02 +1 2 1 +C2 +1 +C2 +1 2 1 +C2r1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 C. 5/16" LAMI - (1/8" HS,.090, 1/8" HS) " 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +02+1 +02 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 E. 7/16 LAMI - (3/16" A,.090,3/" A) E. 7/16" LAMI - (3116' A,.090, 3/1I HS) 1 +02 +1402 +1 3 1 +02 +1 +02 +1 3 1+C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +02 +1 +02 +1 3 F. 7/16" LAMI- (3/16" S,.090, 3/16" HS) 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02+1 3 1 +02 +1 +C2 +1 3 1 +C2 +I +C2 +1 3 1 +02 +1 +C2 +1 3 G. 13/16" LAMI IG - 1/8° OR 3/16" A, 5/16" OR 3/8" SPACE, 5/16" LAMI - (1/8" A..090. 1/8 A) 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 H. 13116° LAMI IG -1/8" OR 3116° A, 5/16" OR 3/8" SPACE. 5/16" LAMI - (1/8"A,.090, 118° HS 1 I. 13/16" LAMI IG - 1/8" OR 3/16" A, 5/16" OR 3/8" SPACE, 5 /16" LAMI - (1/8" HS,.090, I/O" HS) 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+02+1+02+1 3 1 +C2 +1 + +1 3 1 +C2 +1+02 +1 3 J. 13/16" LAMI IG - 1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7 /16" LAMI - (3/16 A,.090. 3/16" A) 53.125x 38.375 48.000 50.625 54.000 60.000 63.000 11-02 +1 +02 +1 2 1 +02 +1 +02 +1 2 1 +C2 +I +C2 +1 2 1 +C2 +1+C2 +1 2 1 +02 +1 +02 +1 2 1 +C2+1 +C2 +1 2 K. 13/16" LAMI IG - 1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3/16" HS) 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02r1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 L. 13/16' LAMI IG -1/8" OR 3/16" A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" HS,.090, 3/16" HS) 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2r1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +012 +1 +C2 +1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 1 +C2 +1 +C2 *1 3 1 +C2 +1 +C2 +1 3 1+C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 Q DIMENSIONS. FOR WINDOW SIZES NOT SHOWN. GO TO NEXT LARGER WINDOW IN TABLE. 1 +C241 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +132 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +03+1 +03 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +03 +1 3 HEAP & SILL: 10 112" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 60.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +02 +1 2 1 +02 +1 +02+1 2 1 +C2 +1 +02 +1 2 1 +C2 +1 +C2 +1 2 1 +02 +1 +02 +1 2 1 +02 +1 +02 +1 25 3/4" MAX. FROM CORNERS 2 JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. O.C. 1 +02+1 +02 +1 3 1 +02 +1 +02+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 TABLE KEY: 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +I 3 1 +02 +1 +02 +1 3 1 +C2r1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 X O X e 3 (1 +C3 +1 +C3 +1! 3 I -- ANCHOR QUANTITY PER JAMB •••• • • • •••• •• •• • • •• •• • 1 +C2 +1 +02 +1 3 1 +02 +1+02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2+1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 } HEAD AND SILL ANCHOR QUAN I ITIES 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2r1 +C2 +1 3 1 +C3 +1 +03+1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +03 +1 3 I 68.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 *C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +02 +1 +02 +1 2 1 +C2 +1 +C2 +1 2 A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECT ION. (9) ANCHORS TOTAL AT HEAD AND SILL. (3 MIN. O.C. ANCHOR SPACING) - I 25 3/4" MAX. 1 +C2 +1 +02 +1 3 1 +C2 +1 +02 +1 3 1 +02+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 31 1 +C2 +1 +C2 +1 3 1 *C2 +1 +C2 +1 3 1 +C2 +1402 +1 3 1 +C2 +1 +02 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1+C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C3 +1 +C3 +1 3 1 +02 +1 +02 +1 3 1 +03 +1 +03 +1 3 1 +02 +1 +C2 +1 3 1 +02+1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1+02 +1 +02+1 3 1 +C3 +1 +C3 +1 3 74.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +02 +1 +02 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2+14-C2+1 3 1 +C2 +1 +C2 +1 3 1 1 - (-+-3" MIN !? • • • •••• •••• • • • •••• anrr °zd°'aomM }iae i • • • Mle • + ►L!+.�,"'s,_ • • >1 "' ` i, or Y •••• • • • •••• •• •• • 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +03 +1 3 I O ' _ X 1 +C2 +1 +C2 +1 3 1+ + + C2 1 C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+02+1+02+1 3 1 +C3 +1+ 3 *1 0 3 9" REF. 1 +C2 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1*C3 +1 3 1+02 +1+02 +1 3 1 +03 +1 +03 +1 3 T-1"--...)S_. 1 +C2 +1+C2+1 3 1 +C2 +1 +C2 +1 3 1 +03 +1 +03 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1402 +1 3 1 +C3 +1 +C3 +1 3 d 84.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +02 +1 2 1 +02+1 +02 +1 MTG. RAIL, 2 TYP CLUSTER W/ QTY. OF (3) ANCHORS 1+02 +1 +02 +1 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1+C2 +1 3 1403 +1 +C3 +1 3 1 +03 +1 +03 +1 3 EXAMPLE 3 (SHOWN IN TABLE KEY ABOVE) 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1+03 +1 3 1 +C2+1 +C2 +1 3 1 +03 +1 +03 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1+03 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 25 314" MAX. 1 +03 +1 +03 +1 3 1 +C2 +1 +C2 +1 3 1 +03 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1+03 +1 3 1 +C4 +1 +C4 +1 3 1 -1-.--- 11/2 "TYP. I "MIN. 86.437x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1 +02 +1 +02 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 _1___ L __.1sfe -+--3 .. -1 _ 1 1. 1 �•__ -4___ •• •• f % /Q" �f Robert I cl/uk P 1 PE 11397 +2 duct r31 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2+1 3 1 +C3 +1 +C3 +1 3 9" REF X O X 14-C2+11-C2+1 3 1 +C2 +1 +C2 +1 3 1 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +I +C2 +1 3 1 +C3 +1 +C3 +1 3 } -_11 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C2 +1 +C2 +1 3 1 +C3 +1 +C3 +1 3 - - -- 1 +C2 +1+C2 +1 3 1 +C2 +1 +C2 +1 3 1+03 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 1 +03+1 +C3 +1 3 MTG. RAIL, TYP, L, 1 +C3 +1 +C3 +1 3 1 +02 +1 +02 +1 3 1 +C3 +1 +C3 +1 3 1 +C3 +1 +C3 +1 3 I +C3 +1 +C3 +1 3 1 +C4 +1 +C4 +1 3 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS 8".0✓8, Or. Rovhdons. Visibly Reefer ANCHORAGE SPACING, XOX (1/3-1/3-1/3) f var111. P.X. MN. 10/17106 Nen.H ,, B REVISE ANCHORAGE FORMAT. HEAD & SILL CLUSTERS l975 TECHNOLOGY DRIVE +10KUM1l15 FL 343/5 P 0 90X 4525 NO40148 +1. 34274 - - _ hue ALUM. HORIZONTAL ROLLER WINDOW, IMPACT m":dbr. F.X. o' """SY F.X. X. � , 5/13/06 �c 2/28/26 Ra A C4+14+9+ J ). ADD SPACE DIMENSIONS GLASS TYPES G THRU L. 0+. .1/23/06 I HR710 NTS Sam 9 ,, 11 ,...,,s,"r., 4127 - 10 .�+ B 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 ZONES O m UJ a e11 1 +C2 +1 2 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +02 +1 3 1 +C2 +1 2 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1+62+1 3 1 +C2 +1 3 1 +C2 +1 2 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 2 ZONES 6(7) 1 +C2 +1 2 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +C3 +1 1 +C2 +1 1+62+1 1 +C3 +1 1 +C3 +1 3 3 3 3 3 2 3 3 3 1 +C3 +1 1 +C3 +1 1 +C2 +1 1+63+1 1+63+1 1+63+1 1 +C3 +1 1+63+1 2 +C2 +2 3 3 2 3 3 3 3 3 2 ZONES o fA we °8 lc 1 +02 +1 2 1 +C2 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +02 +1 3 1+62+1 3 1 +02 +1 2 1 +02 +1 3 1+02+1 3 1 +02 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +02 +1 2 1 +C2 +1 3 1 +02 +1 3 1 +C3 +1 3 1 +C3 +1 3 1 +03 +1 3 1 +02 +1 2 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +C3 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C3 +1 3 2 +C3 +2 3 2 +C3 +2 3 2 +C3 +2 3 2+64+2 3 2 +C4 +2 2 2 +C2 +2 3 2 +C3 +2 3 2 +C3 +2 3 2 +C3 +2 3 2 +04 +2 3 3 3 3 3 2 3 3 3 3 1+62+1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1+63+1 1+62+1 1+62+1 1 +C3 +1 1+63+1 1 +C3 +1 1 +C3 +1 1 +C2 +1 1 +C3 +1 1 +C3 +1 1+63+1 1 +C3 +1 1 +C3 +1 2 +C2 +2 2 +C3 +2 2 +C3 +2 2 +C3 +2 2 +C4 +2 2 +-C4 +2 2 +C2 +2 2 +C3 +2 2+63+2 2 +C3 +2 2 +C4 +2 2 +C4 +2 2 +C2 +2 2 +C3 +2 1 +C2 +1 1+63+1 1 +03 +1 1 +C3 +1 1+63+1 2 +C2 +2 2 +C2 +2 2 +C3 +2 2 +C3 +2 2+63+2 3 3 3 3 3 2 3 3 3 3 ANCHOR QUANTITIES, XO & OX WINDOWS A,B 2,3. WOOD 2, CONC GLASS TYPE> ANCHOR TYPE> & SUBSTRATE WINDOW SIZE W v 37.000 x 38.375 48.000 50.625 54.000 60.000 63.000 48.000 x 38.375 48.000 50.625 54.000 60.000 63.000 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 66.000 x 38.375 48.000 50.625 54.000 60.000 63.000 74.000 x 38.375 48.000 50.625 54.000 60.000 63.000 i kama 9Y Oahu Re ZONES 0 _ V) 0 ,6 1 +C2 +1 1 +C2 +1 1 +C2 +1 1+62+1 1 +C2 +1 1+62+1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1 +C3 +1 1 +C3 +1 1 +C2 +1 1 +C2 +1 1+62+1 1 +C3 +1 1+63+1 1 +C3 +1 1 +C2 +1 1+62+1 1 +C3 +1 1 +C3 +1 1 +C3 +1 1 +C3 +1 2+62+2 2 +C2 +2 2 +03 +2 2 +C3 +2 2 +C3 +2 1 +C3 +1 2 +C2 +2 2+63+2 2 +C3 +2 2 +C3 +2 2 +C3 +2 2 +C3 +2 Mao" O Mtn 1tec7o0 By Cato F.K. 2128/06 J.J. 3123/06 /2 ( m 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 2+62+2 3 2 +C2 +2 3 2 +C3 +2 3 1 +C3 +1 1, CONC 3 2 +C4 +2 2 2 +C2 +2 3 2 +C3 +2 3 2 +C3 +2 3 2 +C3 +2 3 2 +C4 +2 3 1 +C3 +1 3 2 +64 +2 TABLE 4 C,D,E,F,I,J,K, L 2,3, WOOD 2, CONC 1, CONC ZONES ZONES 3 2 +C3 +2 2 2 +C2 +2 3 2+63+2 3 2 +C3 +2 3 2 +03 +2 3 2 +C3 +2 3 2 +C4 +2 mea F.K. F.K a#n+ Smisima: 10/17/06 8 REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS Dada: k", v."m: 5/13476 A ADD SPACE DIMENSIONS TO GLASS TYPES G THRU L. o J J l N 2 1 +C2 +1 1 +02 +1 1+62+1 1+62+1 1 +C2 +1 1 +C2 +1 1+62+1 1+62+1 1+62+1 1 +C2 +1 1 +C2 +1 1 +C2 +1 1+62+1 1 +C2 +1 1+62+1 1 +C2 +1 1+62+1 1 +C3 +1 1+62+1 1 +C2 +1 1+62+1 1+C2+ 1 1 +C3 +1 1 +C3 +1 1 +C2 +1 1 +C2 +1 1 +C2+1 1+62+1 3 3 1 +C3 +1 2 2 +C2 +2 1+63+1 3 1 +C3 +1 2 2 +C2 +2 3 2 +C24'2 3 2+62+2 3 2 +C3 +2 3 2 +C3 +2 4 2 +C3 +2 P.O 0(7X 1529 of co CO CO ¢ "' 2 1 +C2 +1 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 3 3 3 2 +C3 +2 3 2+63+2 3 2 +C4 +2 3 2 +C4 +2 1070 TEGI 1OLOGY DRIVE NOKOM 5, FL 34275 2 3 3 3 3 3 EIGT NOTES: 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS 2 1/4" ELCO S 2. GLASS TYPES: A. 5/16" LAMI - (118" A,.090, 1/8" A) B. 5/16° LAMI - (1/8" A,.090, 1/8" HS) C. 5/16° LAMI - (1/8" HS,.090, 1/8" HS) D. 7 /16" LAMI - (3/16" A,.090. 3/18" A) E. 7116" LAMI - (3/16" A,.090. 3/16" HS) F. 7/16" LAMI - (3/16" 03,.090, 3/16" HS) G. 13/16" LAMI 1G - 1/8" OR 3/16° A. 5/16" H. 13/16" LAMI 1G - 1/8" OR 3/16" A. 5/16" I. 13/16° LAMI 10 - 1/8" OR 3/16" A, 5/16" 0 J. 13/16" LAMI IG - 1/8" OR 3/16" A, 3/16" K. 13/16" LAMI IG - 1/8" OR 3/16" A, 3/18" L. 13/16° LAMI IG - 1/8" OR 3/16" A, 3/18" 3. WINDOW ANCHOR QUANTITIES ARE PER DIMENSIONS. FOR WINDOW SIZES NOT HEAD & SILL: 10 1/2" MAX. ON EACH SID 18 3/4" MAX. FROM CORNE JAMBS: 9° MAX. FROM CORNERS TABLE KEY: 0 X � I2 +6 } 3 +2 1 "1----ANCHOR L a.Unm: ANCHORAGE SPACING, OX Sfitet 10 a 11 18 3/4" MAX. 1 1/2" I 1_ TYP 1 - MIN. 9" REF. X �� 0 S4 CRETE -FLEX 3 - #12 STEEL SCREWS (G51 OR 3/8" SPACE, 5/10' IAMI OR 3/8" SPACE, 5/16" LAMI R 3/8" SPACE. 5/16" LAMI - R 1/4" SPACE, 7/16" LAMI - OR 1/4" SPACE. 7/16" LAMI OR 1/4" SPACE, 7/16" 1 AMI ADJACENT TABLE AND BASED ON THE FOLLOWING SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. OF MEETING RAIL CEN1 ERLINE. RS. ND 22 1/2" MAX. O.C. QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT I IEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) _L_- (-o^(- 1 8314" -•- MAX I I . -3" MIN. -1 - - _ MTG. RAIL Q EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS AND XO WINDOWS Ton ALUM. HORIZONTAL ROLLER WINDOW, IMPACT mww� syn HR710 NTS 4127 -10 LB - (1/8 "A,.090, 1 /8 "A) - (1/8" A,.090, 1/8" HS) (1/8" 03,.090, 1/8" HS) (3/16" A,.090, 3/16" A) - (3/16" A,.090, 3/10" HS) - (3/16" HS,.090, 3/10" 119 ) • • • •• • • Florida B •••• • • • •• • • • obert L G1;141. 11.11 PE 1139712 Stticrtual •••• • • • mwn ..u.>• m ss <, <„�-�- • • • • •••• • • • •••• • • • • •• o'S. Revd Br 3KSI CONC. I x WOOD BUCK (SEE NOTE 3) 3KSI CONC. Datcr wro: 10/17/06 Date 5/13108 moo: 2/28/06 ReOnomr Re.06 e: 8 Re"hnee A Ghee1W er J.J. DETAIL A DETAIL C ADO NOTE 5 O3 3?3/06 Q CONCRETE ANCHOR W/ #12 HEAD SEE NOTE 1 THIS SHT. AND NOTE 3 SHTS. 8-10) 1 3/8" MIN. 1/4" MAX. SHIM TYPICAL HEAD SECTIONS c ] EXTERIOR INTERIOR [ (HEAD & SILL DETAILS) CONCRETE ANCHOR W / #12 HEAD (SEE OTE 1 THIS SHT. AND NOTE 3 SHTS. 8-10) 1/4" SHIM `MAX. • 1 3 MIN. 11111 2x WOOD BUCK (SEE NOTE 3) 2x WOOD BUCK (SEE NOTE 3) TYPICAL SILL SECTIONS REVISE EDGE DIST. , EMBEDMENT 8 SHT. REFERENCES DETAIL B DETAIL D 1070 TECHNOLOGY DRIVE NOKOMIS. 71 31275 P13 BOX 1520 NOKOM1 l9.71 34274 Q WOOD ANCHOR W/ #12 HEAD (SEE NOTE 2 THIS SLIT. AND NOTE 3 SHTS. 8 -10) 13/8 MIN. 1/4" MAX. SHIM WOOD ANCHOR W/ #12 HEAD (SEE NOTE 2 THIS SHT. AND NOTE 3 SHTS. 8-10) WOOD ANCHOR WI #12 HEAD (SEE NOTE 2 THIS SHT. AND NOTE 3 SHTS. 8-10) 1/4" SHIM $MAX. MIN. ViAr /y D.ze ' NOl ES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY. USE ONLY MIAMI -DADE COUNTY aN APPROVED 1/4" ELCO TAPCONS OR 1/4° SS4 CRETE -FLEX. MINIMUM DISTANCE T ROM ANCHOR TO CONCRETE EDGE IS 2 °. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY. USE #12 S TEEL SCREWS (G5) OR AI 1/4" SS4 CRETE -FLEX 3. WOOD BUCKS DEPICT ED IN THE SECTIONS ON 1 HIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNI I CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAI SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A 412 SI ICCT METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC 2004, SECTION 2003.8.4 (SUPPLEMENT 2005). CONCRETE ANCHOR W/ #12 HEAD (SEF NOTE 1 THIS SHT. AND NOTE 3 SHTS. 8-10) 1/4" MAX. SHIM-1 1 1 3/8" MIN. DETAIL E 1/4" MAX. SHIM ---I I - -- DETAIL F ANCHORAGE DETAILS 4 8U)I(d{ logo1r TYPICAL JAMB SECTIONS -2x WOOD DUCT( (SEE NOTE 3) INTERIOR (BOTH JAMB DETAILS) EXTERIOR 1 1/4" MIN. (1.5KS1 CMU) OR 1 318" MIN. (3KSI CONCRETE) Ix WOOD BUCK . (SEE NOTE 3) ALUM. HORIZONTAL ROLLER WINDOW, IMPACT 4127 -10 B • • • •• • •••• • • • • • • • • • •••• • • •••• • •• • • • ♦•-• • •••• tit* ald• • • • •••• • • •••• Rnberl L C4 4. P E PE 839712 Slluclurul ••- --•-- — + • •• FORM 600A-2004R Tested sealed duchrgustibe •;ertiftvAill this house. EnergyGauge® 4.5 FLORIDA ENE : GY1.EFF1CIENCY CODE FOR BUILDING CONSTRUCTION Fiorida Dg , t *riff* n r * irs Residential Midis/ Bt lldirt�,l' 4forr fi n e Method A Vitt pmcmgiuma APR 1 0 200? B Y: ___>J 1. New construction or existing 2. Single family or multi—family 3. Number awaits, ifmaiii family 4. Number of Bedroom 5. Is this a anwst 6. Conditioned 7. Glass typal and a. U facer. (or Single or Doab b. SHGC: �� y (or Clear orTml 8 . Floor type a. Raised Concrete b. N/A c. N/A 9. Wall type a. Concrete, Int Instil, Exteiiar b. Frame, Wood, Adjacent c. N/A d. NIA e. N/A 10. Celingtypes a. Under Attic b. N/A c. N/A 11. k Free) a. Sup: Unc. Ret Con_ AR Interior b. N/A is calcul Cod6. DATE: Sup. R=6.0, 10.011 I hereby certify that this braiding, as dedgned, is in compliance with the Ronda Energy Code. OWNER/AGENT: co ved by da Energy Addition _ 12. Single family — a. Ceritral ' 1 6 . b. Central U 1 c.N /A R=4.2, 2838.0$ 11 11.0, 340,011 h. Electric Resistance _ c. Conserustiim credits (11R_lleat recovery, Solar BHP R =19.0, 3259.01 15. IIVAC 1r /' ~ " �17 (CF BF ' botrse Total as -bultt points: Total base points: BLDG DEPT SUBJECT TO COMPLIANCE WMTH ALb - 4, ERAL STATE AND COUNTY RULES AND REG, /VMS a y T .T _� S ��. I. Cap: 60.0 kBtu/hr SEER 13.00 — Cap: 30.0 kBtu/hr SEER: 13.00 Cap: 50.0 gallon — EF: 0.90 Cap: 50.0 gales EF: 0.90 Project Name: Address: City, State: Owner. Climate Zone: Builder •• • • • .. „ genvilting Office: •. • .Pettpit Number • • Jurisdiction Mather .• •. • • • .•.•• Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for c ompiiance with Boon 553.5 Florida Statutes. 1 Predominant glass type. For actiml glass type and arm, see Summer & blinder MISS Odplit on pages EnergyGauge (Version: FLRCSB v4.5) FORM 600A-2004R Tested sealed dud$ most D2 oktitled.01 Mit house. EnergyGauge(%) 4.5 ... . ..... . SUMMER C L 11LA IONS Residential Whole Building Perfogmanc.e.Method A - Details • • . •. .. •. • • • .. ...• ADDRESS: IOOBO N.E 12TH AVE, MIAMI, FL, OQQOO -OI Vi ' •...• • • PERMIT #: 1 • .. ••• •• BASE • • • • '4S-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Floor Area TypeiSC Omt Len Hgt Area X SPM X SOF = Points Overhang .18 3259.0 30.63 17910.0 1.3in4e, Clear N 6.0 4.0 720 36.48 0.67 1747.0 2.Single, Clear E 6.0 40 132.0 78.71 0.44 4614.0 3.Singte, Clear S 6.0 4.0 114.0 66.93 0.47 3591.0 4.Saxgte, dear W 6.0 4.0 60.0 70.53 0.48 2038.0 S.Single, Clear NW 6.0 4.0 24.0 48.42 0.60 700.0 As -Buie Total: 402.0 12690.0 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent 340.0 1.00 340.0 , 1. Concrete, In 1nsu1, Exterior 42 2838.0 228 6470.6 Exterior 2838.0 2.70 7662.6 2. Frame, Wood, Add 11.0 340.0 1.00 340.0 Base Total: 3178.0 8002.6 As-Built Total: 3178.0 6810.6 DOOR TYPES Area X BSPM = Points ; Type Area X SPM = Points Ad/acort Exterior Base Total: 0.0 0.00 0.0 1.Eiderior Insulated 48.0 6.40 307.2 48.0 6.40 307.2 48.0 307.2 As- Built Total: 48.0 307.2 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic 3259.0 2.80 91252 1. Under Attic 19.0 3259.0 3.72 X 1.00 12123.5 Base Total: 3269.0 9125.2 ` As-Bu Total: 3269.0 12123.5 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 0.0(p) 0.0 0.0 1. Raised Concrete Raised 2838.0 -2.16 - 6130.1 Base Total: 0.00 2838.0 0.80 2270.4 6130.1 As -Built Total: 2838.0 2270.4 INFILTRATION Area X BSPM = Points Area X SPM = Pants 3259.0 18.79 61236.6 3259.0 18.79 61236.6 1 EnergyGauge4b DCA Form 600A-2004R EnergyGaugeWfla'RES2004 FLRCSB v4.5 FORM 600A -20048 Tested sealed dudSm4stiF3 c�tti�ed h tl2I"5 house. EnergyGauge® 4.5 ... ..... . SIMMER dAlekiLiknONS Residential Whale BuilIling PetfarrnanpeMethod A - Details ... .. .. • e••.. • • • • • • I ADDRESS: 10080 N.E 12TH AVE, MIAMI, PL, 00000 -0000 PERMIT it: • •• ••• •• EnergyGaugeTM DCA Form 20048 EnergyGaugeeiPla FLRCSB v4.5 BASE - • • • •' 'AS -BUILT Summer Base Points: 90451.5 Summer As -Built Points: 95438.3 Total Summer X System = Cooling Points Multiplier Points Total X Cap X Duct X System X Credit = Cooling Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AMU) 90451.5 0.3250 29396.7 (sys 1: Cenral Unit 600QO tuh :Unc(S): TCR1, (AKR 01853 15091.6 0.950 7545.8 0.950 22637.4 ,SEEREFF(13.0) 95438 0.67 (1.07 x 1.000 x 0990) 0160 (sys 2: Central Unit 30000htuh ,SEERIEFF(13.0) tats: None 95438 0.33 (1. 1. 9 x lin 0280 95438.3 1.00 0.960 0.260 FORM 600A -20048 Tested sealed dudSm4stiF3 c�tti�ed h tl2I"5 house. EnergyGauge® 4.5 ... ..... . SIMMER dAlekiLiknONS Residential Whale BuilIling PetfarrnanpeMethod A - Details ... .. .. • e••.. • • • • • • I ADDRESS: 10080 N.E 12TH AVE, MIAMI, PL, 00000 -0000 PERMIT it: • •• ••• •• EnergyGaugeTM DCA Form 20048 EnergyGaugeeiPla FLRCSB v4.5 FORM 600A -2004R Tested sealed duct?.mitsf p 05:10d4 firs house. EnergyGauge® 4.5 WINTER c 1eOLAr4oNS Residential Whole Buildirtg Pedormance.Method A - Details • • ..... • .. . . ADDRESS: 10090 N.E 12TH AVE, MIAMI, AL, O060 -0006 . • .. • • • .. ... .. EnergyGaugee DCA Form 603A-2004R EnergyGauge6s11FlaRES `2004 FLRCSB v4.5 PERMIT #: SASS • AS-BUILT GLASS TYPES A8 X Conditioned X BWPM = Points Floor Area i Type /SC Overhang Ornt Len Hgt Area X WPM X WOF = Poin .18 3269.0 3.60 2112.0 1.Sing e, Clear N 6.0 4.0 72.0 6.03 006 416.0 2.Single, Clear E 6.0 4.0 132.0 4.77 1.17 739.0 3.Sirtgle, Clear 8 6.0 4.0 114.0 4.49 1.40 719.0 4.S ngte, Clear W 6.0 4.0 60.0 5.49 1.03 339.0 5.Singte, Clear NW 6.0 4.0 24.0 6.00 0.96 138.0 As -Built Total: 402.0 2351.0 WALL TYPES Area X BWPM = Points Type R Value Area X WPM = Points Adjacent 340.0 050 174:0 1. Concrete, lnt h sul, Exterior 4.2 2838.0 1.02 2894.8 Exterior 2838.0 0.60 1702.8 2. Frame, Wood, Adjacent 11.0 340.0 0.50 170.0 Base Totak 3178.0 1872.8 1 As -Built Total: 3178.0 3084.8 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 1.Exar insulated 48.0 1.80 86.4 Exterior 48.0 1.80 86.4 I Base Totak 48.0 86.4 I As -Built Totak 48.0 86.4 CEILING TYPESArea X BWPM = Points Type R Value Area. X WPM X WCM = Points Under Attie 3259.0 0.10 325.9 1. Under Attic 19.0 3259.0 0.14 X 1.00 456.3 Base Total: 3259.0 325.9 As=BuUO Total: 3269.0 456.3 FLOOR TYPES Area X BWPM = Points Type R Value Area X WPM = Points Slab 0.0(p) 0.0 0.0 t. Raised Commie 0.0 2838.0 4.00 2838.0 Raised 2838:0 4128 -794.6 Base Tom: 794.5 As -Built Total: 2838.0 2838.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 3259.0 -0.06 -195.5 3259.0 -0.06 -195.5 FORM 600A -2004R Tested sealed duct?.mitsf p 05:10d4 firs house. EnergyGauge® 4.5 WINTER c 1eOLAr4oNS Residential Whole Buildirtg Pedormance.Method A - Details • • ..... • .. . . ADDRESS: 10090 N.E 12TH AVE, MIAMI, AL, O060 -0006 . • .. • • • .. ... .. EnergyGaugee DCA Form 603A-2004R EnergyGauge6s11FlaRES `2004 FLRCSB v4.5 PERMIT #: FORM 600A-2004R Tested sealed ducl�m.i . tstc' cCCtiOed.fi tilt house. EnergyGauge® 4.5 . ..... WINTER CALCEILPCTIONS Residential Whole Building Pe[forrnance.Method A - Details ... . • • . .... • .. . . I ADDRESS: 10090 81.E 12TH AVE, M1AM1, ILL, 00000 -0000 • . • PERMIT #: • • • •. ••• •• EnergyGaugeT DCA Form 20048 EnergyGaugmfFIa'RES2004 FLRGSS v4.5 BASE . • 'AS -BUILT Winter Base Points: 3406.9 Winter As -Built Points: 8600.9 Total WAiinter X Points System = Multiplier Heating Points Total X Cap X Duct X System X Credit = Heating Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) 3408.9 0.5540 1887.4 (sys 1: Elechic Strip 34130 bt h ,EFF(1.0) Duciwti c(S) Con( ),Int(AF'I).RB.0 86002 0.556 (1.0as x 1.000 -x 0.91) 1.1 0 0.902 4258.1 (sys 2: Electric St ip 27300 ttall ,EFF(1.0) Ducts: None 8600.9 0.444 (1.00 x 1.000 x 1.00) 1.000 0.902 3406.0 8800.9 1.00 0.987 1.000 0.902 7664.1 FORM 600A-2004R Tested sealed ducl�m.i . tstc' cCCtiOed.fi tilt house. EnergyGauge® 4.5 . ..... WINTER CALCEILPCTIONS Residential Whole Building Pe[forrnance.Method A - Details ... . • • . .... • .. . . I ADDRESS: 10090 81.E 12TH AVE, M1AM1, ILL, 00000 -0000 • . • PERMIT #: • • • •. ••• •• EnergyGaugeT DCA Form 20048 EnergyGaugmfFIa'RES2004 FLRGSS v4.5 FORM 600A -2004R Tested sealed duct . .. . .. . m4srbb i teMed.i3i t ip house. EnergyGauge® 4.5 WATER HEATING & Co# E STATUS Residential Whole Building Pecforrnanpe, lethod A - Details ... .. .. .. . • • • • • •• • •• • • • ADDRESS: 10090 N.E 12TH AVE, MIAN11, 00000-0000 • WO PERMIT #: 1 •• • • • •• 111 •• BASE WATER HEATING Number of X Multiplier = Total Bedrooms s 2273.00 13638.0 • • • 'AS -BUILT Tank EF Number of X Tank X Multiplier X Credit = Total Volume Bedrooms Ratio Multiplier 50.0 0.90 6 50.0 0.90 6 As -Built Total: 0.50 2323.51 1.00 6970.5 050 232351 1.00 6970.5 13941.1 CODE COMPLIANCE STATUS BASE AS- BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 29397 1887 13638 44922 22637 7664 13941 44243 PASS FORM 600A 2004R • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • • ••• • • • • Code Co*nplibrie Checklist Residential Whole Building Perforjnanpe A - Details ... .. .. .. . • • ••••• • • • • • • • ADDRESS: 10090 N.E 12TH AVE, MIAMI, PL, 00000-00!' ' • • • • • PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIAIIAE piEcicugr • • • • • 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met our -) EnergyGauge® 4.5 CORAPONENTS Exterior windows & Dori Penetralionsloperings >yr sealed tmless hacked by tress or Loki merrtuers. EXCEPTION: Frame floors Ware a cordinuous infiballon barrier is asbUed that is seated to Oa) perimeter, gene atoms and seams. Exterior & Adjacent Walls Floors Ceilings Recessed Lighting Factures Multi -story Houses Adrbional irfilbation rents SECTION 606.1 ABC.1.1 6061ABC.12.1 606.1 ABC.1.2.2 606.1 ABC.1..2..3 6061 ABC.1..4 606.1.ABC.12.5 806.1.ABC.1.3 RE ROR EACMI PRA€RICE • Maxiarnfurna 'i a door area' Caulk, gasket, weatherstrip or seal heels &fracas, surrourefing walk foundation & wall sole or sill plate; Olds between exteriorwal panels at comers; airily between wall panels & plate; between wad and Baer. EXCEPTION: Frame wens where a continuous affiliation barrier as installed that extends from, and is sealed to, the foundation to the top plate. Between walls & celings; penetrations of cetllng plane of top floor, around shafts, chases, soft, chimneys, cabinets sealed to conlimma air baser; gaps in gyp board & top p4ate; attic ass. EXCEPTION: Frarrne ceilings wiere a continuous infiltration barrier is installed that is seated at the perimeter, at Penehathans and seams. Type IC rated writ no penetrations, sue; or Type IC or non-IC rated, installed Inside a seeded beet nib 1P2" chance & 7 " from insutotion; or Type IC rated lath < 2.0 dm from cenditioned space, tested. Air barrier on perimeter of floor cavity between floors. Exhaust fans vended to outdoors, dampers; combustion space heaters comb/Yen NFPA, have combustion air. cHEC� 7O" COMPONENTS Cony vita efficiency in Table 612.1.ABC.3.2. Switch or clearly marked &cull breaker ) orcutoff (gas) must be prodded. External orb -in heat trap required. Spas & heated pools must have covers (except solar hid). Non conanerciai pools must have a pump tuner. Gas spa & pool heaters Trost have a r inirranm *enrol efficiency of 7815. Water Heaters Pools & Spas War fpm must be restricted to no more than 2.5 gallons per minute at 80 PSTG. AI ducts, fug, mechanical equipment and piefitUTI chambers shall be mechanically attached, sealed, insulated, and tostolled to acconience valh the criteria of Section 610. Ducts in unconditioned attks: R-6 min. insulation. Shower heads Air Dishibndion Systems HVAC Controls SECTION 612.1 612.1 612.1 610.1 607.1 6041, 6021 Insulation REQUIREMENTS Separate readily accessible manual or autocratic thermostat for each system R -19. Coffin wells-Frame R-11 am CBS R-3 both sides. COMM c sg & floors R -11. Tested sealed dust.m+�t't$ odrtitedaoi t1 house. ... • • ENERG -tea .... -�,e . .ERG i PE 0 ' I LE 7r EL (EPL) DI X ..... ESTIMATED ENERGY PERFORMANCE SCORE* = 87.8 The higher the t to pip sepfigettd Meese. • •• • • • • • ••• •• , 10090 N.E12TAVE, MAW, t 1. New construction or existing 2. Single family or multi-family 3. Number of units, ifmulti- family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (I1) 32591t 7. Glass type 1 and area: (label read_ by 13-104.43 'Mid dolt) a. UJ factor: ption Area (or Single or Double DEFAULT) 7a. (gngie Defam1l) 402.011 b. SHGC: (or Clear or Tmt DEFAULT) 7b. 8. Floor types a. Raised Concrete b. N/A c. N/A 9. Wail types a. Concrete, hit hand, Exterior b. Frame, Wood, Adjacent c. N/A d. N/A e. N/A 10. Ceding types a. Under Attic b. N/A c. N/A 11. Ducts(Leak Free) a. Sup: Unc. Ret: Con AH: Interior b. N/A Addition Single family 1 6 No (Clear) 402.0 Ii R .0 2838.011 R=4.2, 2838.0 8 - R= 11.0, 340.0 It • .. ... • .. ... I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otiouvvise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: 12. Cooling systems a. Central Unit/Split Cap: 60.0 kI#u/hr SEER 13 00 b. Central Unit Cap: 30.0 kBtu/hr SEER: 13.00 _ C. N/A 13. Heating systems a. Electric Strip Cap: 34.1 kl3ta/hr _ COP: 1.00 _ b. Electric Strip Cap: 27.3 kBtu/hr _ COP: 1.00 _ c. N/A - 14. Hot water systems a. Electric Resistance b. Electric Resistance c eredits (1114 -Heat recoway, Solar DIM- heat pump) R =19.0, 3259.0 @ - 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, HF -Whole house fan, PT-Programmable Thermostat, Sup. R5.0, I0.011 _ MZ-C -1 ui++zn cooling MZ R- Mufizone heating) Cap: 50.0 gallons EF: 0.90 Cap: 50.0 gallons _ EF: 0.90 Address of New Home City/FL Zip: *NOTE: The home's estimated energy performance score is only available through the FL4/REScomputer program. This is not a Building Energy Rating. lfyour score is 80 or greater (or 86 for a CIS EPA/DOE EnergyStar designation), your home may quali, f y for energy efficiency mortgage ( incentives 4fyou obtain a Flora Energy Gauge Rating. Contact the Energy image Hotline at 321/638-1492 or see the Energy Gauge web site at ny4AmtickeAfor information and a list of certifed Raters. For intonation about Florida's Energy Efficiency Code For Building Construction, contact the Department ofCommuniiyA,,airs at 850/487-1824. 1 Predominant glass type. For actual glass type and az Summer & Wig Glass output an 2 &4. � ' En ergyGa�tge� (V ersion: FL v4.5) PT, MZ-H I hereby certify that the above duct testing performance results demonstrate compliance with the Florida Energy Code requirements in accordance nth Section 6101 Al , Florida folding Code, Building Volume, Chapter 13 for leak free duct system credit. Signature: Printed Name: Florida Rater Certification #: DATE: • • ••• • • • •• •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • Energy Code Cornplie.nce Duct Sysf alpRer4rr anc+e iport Project Name: Address: City, State: Owner. Climate Zone: RODRIGUEZ RESIDENCE Wilder 10090 NE 12TH AVE • • • • • • • • Permitting Office: MIAMI MIAMI, FL 00000 -0000 • • • Penhiit Number. • • ••• •• Jiuisdietion Number. 232600 •• • • • • • South Total Duct System Leakage Test Results CFM25 Total Duct Leakage Test Values Line System Duct Leakage Total Duct Leakage to Outdoors 1 2 3 cfm25(tot) cfm2 4 System1 Systern2 System3 System4 Total House Duct System Leakage cfm25(tot) clin25(ton Sum lines 1-4 Divide by (Total Condtiorted Roar Area) (fit) Receive credit If Q 0.03 cfm25(out) dm25(out) cfm25(out) cfm25(out) Sum fines 1-4 Divide by (rotas Canditkored Floor Area) (an ® Receive credit if Q out 0.03 AM) Q,totc 0.09 E (Version: FLRCSB v4.8) Florida Building Code requires that testing to confirm leak free duct systems be performed by a Class 1 Ronda Energy Gauge Certified Energy Rata. Cabled Florida Clair 1 raters can be found at Maktagrgygmmom. BUILDING OFFICIAL: DATE: BUILDING OWNERS NAME • • • • • • • • - MARIA & CLAUDIO RODRIGUEZ • • • • • • • • BUILDING STREET ADDRESS (Including Apt., Unit, Sults, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 10090 NE 12TH AVE 3 CI P C.O.R. 9.43 , . ^ 10 -04 -04 CITY MIAMI- SHORES LATITUDE/LONGITUDE (OPTIONAL) ( ##° - ## a ##.##Y or ##11#(111 81. NFIP COMMUNITY NAME S. Ca 1MUNITY NUMBER I V!L /AGE:. MIAMI• SHORES 120652 Trita PROFESSIONAL LAND SURVEYOR ADDRESS 11865 SW 28TH STREET SIGNATURE FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSUMNCXPROBR Jj • • ELEVATION;CERT1FII1E : •: • Important: Read the Instructions on eel- 7. HORIZONTAL DATUM: 0 NAO 1927 ❑ NAD 1983 62 COUNTY NAME MIAMI -DADE CITY MIAMI DATE 10-0444 ATTATCHE Ca / CI e) Top of hoti= Haar (rncludng basement or enclosure) 10. 34 R(m) b) Top of next higher boar N!A . _ft(m) © c) Bottom of best hctizordaf shuctotral member (V canes only) 0 d)Alteched page (lop of slab) §. 14 ft(m) ( NOT l a e) Lov t eled>aGon of machinery ardor equipment e m o t i n g the b u t t i n g (Describe In a Ccrnments area) • —ft(m) ( ON WALL ) f Lo mat adjacent (finished) grade MG) 8. ft(m) a 9) MOW a4acent (finished) Wade (HAG) 8. 7 Rim) © h) No. of pe nenent openings (flood verb) wiltfm 1 ft, shove sclacent grade N D t} Total area of all permanent openings (flood vents) in C3.h llj�eq, in. (so, cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERT1RCATTON This certification is to be signed and sealed by a land surveyor, engineer, or arohltect authorized by taw to certify elevation informatio 1 oertl& that the information in Sections A, B, and C on this certificate represents my bast effotta to interpret the data avelledle. 1 understand that any false statement may be punishable by fine or imprisonment under 18 L.S. Code, Section 1001. CERTIFIER'S NAME WALTER E. WNEGA LICENSE NUMBER 3106 COMPANY NAME CARIBBEAN LAND SURVEYORS 3t:lei 77 Expires December 31, 200. • •• CT . . i : " ••• ZIP CODE • •F • : • : :. •": 33128 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, L D ptlb • et LOT 17, BLOCK 177, REVISED PLAT OF TRACTS 176A, 176B,1750, '176A,178B,176C.177A,1 & 178A, MIAMI-SHORES PB 43, PG 67 BUILDING USE (e.g„ Residential, Non - residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL SOURCE: El GPS (Type): USGS Quad Map 0 other: SECTION B - FLOOD) NSURANCE RATE MAP (FIRfN INFORMATION B3. STATE FL B10. Indeate the source of the Base Rood Elevation (BFE) data or base flood depth entered In 89. ❑ FIS Profile ® FIRM 0 Community Determined 0 Other (Describe); 811. Imitate the elevation dad.en used for the BFE in 89: NOVO 1929 0 NAV° 1 0 Other (Describe): ibe): 812. Is the bind/ located in a Coastal Barrier Resotaces S stem BRS area or Otherwise Protected Area OP ■ Yes es± No SECTION C d BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevators are bled ow. 0 Construction Drawings* p Building Under Construction° ► Finished Coislrucdon *A new Elevation Certificate wit be required when construction of the bulking is complete. T. Bulkttng DLa 'em Nssnber 1(Select the hulloing dagarn most similar to the buffdng for which this certificate is being wing rc;. - sea pages 6 and 7. if no diagram accurst* reprasawls the buildFt j, provide a sketch a photograph.) C3. Elsvetiorss– Zones A1,A30, AE, AH, A (with EFE), VE, V1 V30, V (with WE), AR, ARIA, AR/AE, AR/A1 -A30, AR/AH, AR/A0 Complete Items C3. -a-i below zooming to the busking dagam specified In Item 02. Sate the can used. If the dal= fs diferent from the datum used for the BFE In Sedan B, convert the datum to that used for the BFE. Shaw field measurements and datum conversion calculation. Use the space provided octet Comments area of Section D or Section 0, as appropriate. to docnrnentthe datum conversion, Dabm NOVO Conwersi Wcommenls Elevation i faiw ce ma* used 225SE Does the elevation reference mart( used appear on the FIRM? 0 Yee ® No If 1 STATE FL TELEPHONE (305: 227 -89B7 ZIP CODE 33175 B4 MAP AND PANEL NUMBER 1202500 93 B5, SUFFIX 1 . RPM INDEX DATE 7 -17-95 137, FIRM PANEL FFFECTtVE/REVISED DATE 3-2 -94 B9. FLOOD ZONE(3) X 59, BASE FLOOD ELEVATION(S) (Zone AO. used* of fcoding) N/A O _F ?b ORTAN In t hese spar C e CI Nl in9 A! ETA RE S t1n ludina,4pt 90 NE 12TH AVE ;II y both ides of tits Elivation Certfcste for (1) ea i mot/ iu^tty of vial, (2) insurance sgentlttrt any. find (3) be ingowner. • • • v1MENTS CRESS D Cheat here if attachments _ SECTION E • BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AA AND ZONE A (WITHOUT BFE) one AO and Zone A (wlinout BFE), complete Items El through E4. If the Eevatlon CerUflc tte is Intended for uss5 es suppporfing information for LOMA or LO. cox G must be ileied uildng Dlaoram Number ,„,(Select the buildnq dagram most smiler to the building for u4tt this csrifrcate is being completed - t pages 6 and 7. K no diagrsnm accurately epresenls the building, provide a sketch or photogaph,) he top of the bottom furor (including basement cr enclosure) of the buildng `3 ft. (m) _in. (an) D above or D below (check one) the highest ailment g (Uee latural grade, if available). 'or Buildng Diagrams 6- with openings (see page 7), he mean higher floor or elevated fora (elevation b) of the budding is ft.(m) _in.(crn) above the higheat adjacent Tale. Gcrnplete. item C3.h and OS,i on front of form. r 'he top of the platform of machinery and' equipment servicing the building is ft (rr) _in.{orn) D above or D below (Mack one) the highest adjacent grade. (Use' -atonal wade, ade, if available). a ' Zone A© only: If no flood depth nunbe Is available, is the top of the bottom floor elevated in 2a ordance with the community's ficxx lain management ordnance? ] Yes D No D Unknown. The local official must certify this information in Section G. SECTION F • PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION AT ON prof y owner or owner's authorized representative wh r:.a o npletss Sections A B, C (Items CS.h and c$,1 only), and E for Zone A (without a FEfulA•is .ted or corm unity ued RFE) or Zane AO must sign here, The statements !n Sections A, 8, C. sad E we correct to the best of my knowledge. �RT`(OWNERS OR. OWNERS AUTHOR D REPRESENTATIVE'S NAME • 3NATURE )MMENTS 2 7 irk p y the corresponding information from Son1t ' • Urtrt, Suite, and'or 56. N,i.) .STATE ZIP GCDE Ft 23138. •• SECTION D - SURVEYOR, ENGINEER, OR Aft 114,EGT CE ' T (t3C7 IgED) 4. PERMIT taitYkiff 5t. DATE PERMT ISS J t This permit has been issued for. j] New Construction 0 Substantial Improvt Elevation of as.btalt lowest floor (inducing basement) of the butting is: BFE a On Zone AO) depth of floocing at the building site s: DCAL. OFFICfAL,'S NAME OMMUNITY NAME ' 3NA11JFE '•oMMENTS P.C. ROUTE AND SO NO. • • • • • • • • • • • • • ••• • • • • • • • •• • •• • CITY • • RATE TITLE • • • TELEPHONE DATE • • f ••• • ••• •• • • • • • • T HONE STATE ZIP CODE l 06, DA; diVTIFLATE t1» 0DYPLIANCEPCCIPAICIOY i&&UED Datum: DatUrn: 0 Check here if attachments _ SECTION O - COMMUNITY INFORMATION (OPTIONAL) focal official who is authated by Iowa ordinance to adninreter the community's foodplain management ordinance can tdattplste Sections A, S, C (or E), and 0 of this Beaton *ate. Complete the appOcable item() and.sign below. D The information in Sedan 0 was taken frcdn other documentation that has been signed and embossed by a licensed surveyor, engineer, or atLchitact who ie authorted by tale or focal law to catty elevation information. (indicate the source and rate cite elevatbn data in the Crrtmrnenis area below.) D A immunity official computed Ciectlon E fora bulldog located in Zone A (i. ithout a FQ+fA•tssuad r corra'nunity -aced BFE) or Zone AO. D The following Information (Items tad -09) Is provided for coma* ldplah man -anent purposes. REYES-GAIMAN Consulting EJIgilleiVS,117C. 16252 N.W. 79 Ave Miami Lakes, Fl 33016. Tel:(305) 828-5205 ITEM N. Glass NE. Glass E. Glass SE. Glass S. Glass SW. Glass W. Glass NW. Glass Hor. Glass T. Glass area rrEm Partition Roof Floor Ceiling TOTAL SENS. GTH=TOT. SENS. x 1.3 HEAT LOSS ITEM Walls Roof Floor Glass vent:Moo = 1.1xDTA Partition TOTAL KW 66 91 82 56 82 91 66 13 48 13 Unit/ Area served AHU-2 SOLAR SHADE T. AREA BTU/HR • 156 37 x U x 0.09 x 0.05 x 0.17 x = 21351 Btat/Hr = 27756 Btu/Hr Residential Cooling and Healing Load Calculations Based en ASHRAE Cooling & Heating Load Caludation Manual. Second Edition. = 1776 • 0 - 2184 0 = 4032 x • 0 1092 • 0 0 Subtotal = 9084 T. AREA BTU/HR 0.0 xinite= 2524.8 xlinftn= 2324.9 • 0_0 Subtotal = 4850 U BITITHR 0.3 = 8132.4 x 0.05 = 1420.2 x 0.17 = 4828.7 x 1.1 = 4633_2 x 71.536 = 2124.6 x 0.09 = 0.0 (ARCHxVOLJ60 0.48 x 8942 / 60 = 71.536 Area A/C Sq. ft Volume A/C x 8.5 = 8942 Cu. ft. JOB Name Address: Date: Calcuhded by. Checked by ITEM N. Wall NE. Wall E. Wall SE. Wall S. Wall SW. Wall W. Wall NW. Wall Knee wall T. Wall Area= TONS USE Cfm Sq.Ft./T .- CFM/sq.ft ;Bummer design: 91.0 F Sununer Coincident Wilt: 77.0 F .Summer Daily range.: ILO F Data Source 2001 ASHRAE Hand Book RODRIGUEZ RESIDENCE 10090 NE 12TH AVENUE MIAMI SHORES, FLORIDA 04/02/07 A.M. B.G. AT U T. AREA BTU/HR 14 x 03 x = 11844 0 x 24 x 03 xnEr. O x 17 x 03 xma: 0 x 24 x 0.3 O x x x 1004 Subtotal IIM BTU/Unit TOTAL People 230 xW Kitchen 1200 InfihiVent = 1.1xQxDT bscellaneous 420.8 1.0 = 71.536 x 0.0 1051.2 0.0 2029.8 0.0 1281.6 0.0 0.0 5547 TtJ/HR = 690 = 0 163 = 1180.3 Subtotal = 1870 Address: Acknowledg Miami Shores Village Building Department 10050. NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 RECEIPT PERMIT #; E. v 0 102 DATE: Q.,C Q IQ) I , r e.kki,pa ❑ Contractor ❑ Owner Architect Pic • 2 sets of plans and of - r 641 • OhAlql t•le La From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village B. ding Dep., P T nt ,.ntinue permitting process. PERMIT CLEARK INITIAL: 1iL • RESUBMITTED DATE: V✓ PERMIT CLEARK INITIAL: C 1 A soe ff � ,�� eo3 r rocDes&eol ,mark, �, e ms, !� �,k�. f icuw 1� l�,e, IhAM CA.tS Ule, IS KI�� n i , wc� � i � ��u�f (: � ti pns �-�nc� u,ory ins) •� , , rbiAS - 6 (se, brour 4(1)6. Coks - • l'euitueici l Athr ) Oth{ )1° Aaki INC PAID Oct • 2 9 r e.o r im s . 9 ..• F COMMENCEMENT A RECORDED COPY MUST OE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. 3L i ' la. TAX FOLIO NO. V� kr VA0 * STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that Improvements will be made to certain real property, and in accordance with Chapter 7't 3, Florida Statutes, the following information is provided In this Notice of Commencement. 1. Legal description of promerty and street/address: vem nt: 3: Ow name and address: 0 2. Description Interest in properly: Name, and address of fee simple titleholder:• 4. Contractor's name and address: 1 5. Surety: (Payment bond required by owner from contractor, if any to' A-• -- Name and address: Amount of bond $ 6. Lender's name and address: f Vi 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Seotlon 713.13(1)(a)7., Florida St- tutes, , 33L 8. In addition to himself, Owners designates the following person(s)' to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: •different da is lied) A Siang a of caner 9. Expiration date of this Notice -of Commencement: (the g &egi .� �p ��R i / date of Deco 4te on ) , AO 26 'Sworn to and subscribed before me this day of 123.01 -62 PAGE 4 8/02 '. 1TNess my mane and O!&e al Seal. HARVEY R 7 i.�a � y.y.. ! y � _ �� 441 �� A -.0 .4.M No.28791MP. 2ffi1nall •Cf 114 2007R1 • OR Bk 26013 Ps 4004; (19s) RECORDED 10/29/2007 09157,s51 HARVEY RLVZW' CLERK OF COURT I1IAI1I -DADE COUNTY, FLORIDA LAST MOE y.. ,•,,,....« ..�.... Address: t ', C' 5^ ,N) C. 1 60 r � . b .4� Y. mama) Notary Public ' .�--r .-�'�' t . , .�. • •• M 'coma DOOM** ` Ak anA Kt PA-V. ',3j Print Notary'se kiM . = My commission expires: • tao zgrov Ot- S • - • : 4-4t Edward A. LANDERS 1.1. -fir r CONSULTING ENGINEER t . AM • • • psr-- t W61 cr0 • /1 0 • • • .6",:f • iVee • . Y... • .7., • • •.• - : rz.s to ( 0 ?o t-P krf- - . #038398 1 1 - -1°16 ; (305)823-3948 : ...4 f : 1 1 : EgL DEC'- 0. 6 2001 6 : 4 10 ' 4418 .. .. . ■ •• • • ik• • • • : • • . . fis -fifit • -• . ......L.('-.F=. . — i• . . _ Miami _ _____ Sh6res.Vi!lage • BY - • _ DA I E ' — . ..... • •.• - e 1-. •,,. . • : -• - •• .• • • -• -**** APPROVED.. ZONING D - 1 I, 1H AL P ILES. L. I' `:_. 'F- , L BLDG 'DEPT OBJECT TO COMPLIANC!, E AND COON • tao zgrov Ot- S • - • : 4-4t Edward A. LANDERS 1.1. -fir r CONSULTING ENGINEER t . AM • • • psr-- t W61 cr0 • /1 0 • • • .6",:f • iVee • . Y... • .7., • • •.• - : rz.s to ( 0 ?o t-P krf- - . #038398 1 1 - -1°16 ; (305)823-3948 : ...4 f : 1 1 : EgL DEC'- 0. 6 2001 6 : 4 10 ' 4418 .. .. . ■ •• • • ik• • • • : • • . . fis -fifit • - I - • • • • • - • 3 - . ■ • : • • ; . . • • • k • • : • : • : . . . • . I . . S : 1 ' 3 • -•• 1 - 4 i . . •••• • ' -. . •••••i/-. .1r•a: : Vtt - 6305 .' fik C■3.1. "C"'" I 'WI - • ..... - t • 3j Edward A. LANDERS P E • • .411...Werme7 CONSULTING ENGINEERS •• : I' • • . • * , ..a ;:p • 3 4 , . -- i . .. a. ..4 . , 4 t if:af .>((.. . ;5...._XV.7.11 .. . • . „...„....... *ever.. -••, •• • I - •e ne..•• ,•,.. , e.r „......... i .,, ....., ; ..: : • i : ".• • • • , ...,.... • . : .,_ . 4 ,...... . . .111:111 • r !, : • i t • S . • • •111 . • • _ :• : t • . 7 • • . . 7 • ... • .-„,..t . ,aih„ r : , — Irt 1 • VT - -• - - * s 11 i •i• .1 . : ...z... gt? • , 5 . : 1 • . . . . : • . . • .• . : . . z . . . . . . 3 • . . . • - . , s . . . . . . -• - s- - r. • - -' - . •10 &A : 4 "" : 1 . aG fp )6 - • '-• Aho Atm. I t ••••!. • P.E. #038398 (305)823-3938 - • • . • . ••••••• • .4 -eot• Sir ts ft() • • 4• • •••••••: ••■•- • - es ts to • .. ••••-• ••;••• . ;.. 4v1) 61." ........ . Oftc-ces .- • %•••••• : • • ti • • to: • • .. • • ... ... ; : 3 ; • - - • --3 - - • - "3 2 ..: t . t , - , • E • • 111 _NI lre . - . • — -..-.---..------.::—. - .-.. ...,..... -I..-- ...5.-...... . I :4,- -a. e te -.....”........44 .-... ..÷....e...4...v.,..,•-•1.-...........;-...,. ;I ....a:A, _ t ' :. :". ' .. • . 1 • • : r " .3 I . i. : :—.-e-. i -4----:-.---- • . • • --- Tt."..dlit--.. , r"? 3 .}. t • • • ''''''' 00 «i•-• ` • • • • • slip . • • • !, • • 9" • • • : 4 'IT - 7,-1.1! . 0 0 0 oo a • Edward A. LANDERS, RE CONSULTING ENGINEERS fr • (FL-- • • • • ,5 0 • • 13,4 14 P.E. #038398 (305)823-308 • oo 000 .• • eIt, • .3 • .017 11. • --- •?-• 3 • - to • • • • 4i• • • • : • • . • • ;• • • 000 • • : •M •••• "' 17 .0 • • l'o• ;: • • : . . . .• 3 3 3 i . . i 2! ; • • • • • • • Edward A LANDERS, RE. CONSULTING ENGINEERS Z ' -- - • . • - 7 • 'T7_42A* . . ' ..i . . • : . A.-.--, • ....P.i!C=.... 4,-, - 73 3e le(vicio ) • 7 7 • • P.E. #038398 (385)823-3938 • • - • • • • 1 • ••• • •• •• ;. • • " • •• •• e - • . • •••• .••••••• • .• • • • • Ott* - •••••• • • 7 • :41 • :4 . .: •• - ..- - .1 • . • • ••••: , - • •* •:, • : . , •••• - f - 4 to - - :-....,............: z,-s - •''''''004 41 9 -1- '"'' : 1 • • • . . : . - - . • . • • • • - • "• • • 1,350 pal m m 1,500 psi Bar Size Bar Spacing (in) A,, In M Jn -Ib/ t) Bar 9 Bar Spacing (In) A, (ION M (In -lb/it) Bar Sae Bar acing n A, iii M n -ib/R Bar Size Bar Spacing n A WO MR n4b/ft 8 1.19 20,072 4 24 0.10 8,311 8 1. 9 21,860 ; L mv1` CD CO CD imor ED Is W CD et 10 f%. CO w v Q m 10 '1r Nit .a NI' ,r 1 72 0.13 8,928 8 0.90 19.008 8 72 0.13 8,310 8 0 , 0 20,647 24 0.10 8,348 8 0.86 17,730 8 68 0.09 7,804 8 09,201 72 0.10 8,114 18 0.69 16,609 5 40 0.09 7,763 16 0.59 18,056 58 0.09 7,840 8 0.47 16,221 7 72 .0.10 7,582 8 0.47 17,511 40 0.09 7,788 16 0.45 16,680 6 64 0.08 8,829 18 0.45 18,983 64 , 0.08 6,880 24 0.40 15,040 5 48 0.08 8,805 24 0.40 18,308 . _ • 8 18 0.33 14,499 4 32 0.08 8,306 18 0.33 15,660 48 0.08 8 . 0.30 14,301 8 96 0.10 6,232 8 0.30 16,381 I.•,,_ 24 0.30 14,087 72 0.07 6,070 24 0.30 15,198 72 0.07 6 32 0.30 13,987 7 96 0.08 5,687 32 0.30 15,118 96 0.08 6,086 40 0.24 13,160 6 56 0.07 6,678 40 0.24 14,181 66 0.07 6,600 16 0,23 13,134 4 40 0.06 6,086 18. ' 0.23 14,127 120 0.08 6,367 32 0.23 12,972 8 120 0.08 4,98Q 32 0.23 13,963 40 0.06 6,104 m CO INIMMIIM 24 0.22 12,896 ,. 94 048 4,881 24 0.22 13,871 64 0.06 4,900 48 0.20 12,486 8 98 0.06 4,862 48 0.20 13,392 120 0.06 4,888 40 0.18 12,103 7 120 0.08 4,649 40 0.18 12,982 96 0.08 4,673 32 0.17 11,758 5 72 0.05 4,339 32 .0.17 12,592 72 0,06 4,366 24 0,16 11,508 4 48 0.05 4,264 24 0.16. 12,315 48 046 4,275 48 0,16 11,374 4 66 0.04 3,685 16 0.15 12,171 58 0.04 3,667 18 0,15 11,374 8 120 0.04 3,842 48 0.15 12,171 120 0.04 3,668 40 0.13 10,835 ' 5 96 0.04 3,264 58 0.17 11,479 96 0.04 3,267 66 0,17 10,684 4 64 0.04 3,198 40 0.13 10,888 64 0.04 3,209 56 0.13 9,749 4 72 0.03 2,843 56 0.13 10,432 72 0,03 2,852 32 0.12 9,598 6 120 0.03 2,603 64 0.15 10,044 120 0.03 2,614 64 0.16 9,349 4 96 0.03 2,132 32 0.12 9,643 96 0.03 2,139 48 0.11 9,106 4 120 0.02 1,706 48 ,Q.11 9,148 120 0.02 1,711 84 0.11 8,530 84 0.11 9,128 • •• ••• • • N , i . • • • • •• •• ••• • • • • • .•• • • • • • • • s A • • • • • • • TABLZ3.2.1 Reinforced Wall Properties Load Combinations Not Including Wind or Seismic • ConcrGtpe 1�laeor4rv3/i811 Ptgperq • • • Reinforcement Pronertles „ ,••• ••• • • • •§•1n • • 29,000,000 psi pox Effective Depth • d 3.8125 >>i Fy 60,000 psi Out of- PlaneiRislaQrtg Itopoi ensi.Shesr for Bars Positioned In the Center oi the Wall • • • • • s. •• • (Table Arranged by increasing M 1,360 psi 1,600 psi 1 5-yy r 9 ra PAA' Edward A. LANDERS, P.E. CONSULTING ENGINEERS p evki /Ala 35 S * 441 1 v\i‘ uJic) 04 t% Cio F P.E. #038398 (305)823 -3938 9 • • • • •• :.. 44. • • • � •••• f••i • • • •• •••••• 041Kir- •••••• • • • •••••• • 1••r• • • • • •S••• •t•••• • • • •••••• SVO rt? Curp‘A 1 3.1-4. .. ..� ... b 3 >vov tcs; 24 Ne5. $I )c /6 141E' x/6 et P.E. #038398 Edward A. SANDERS, RE, (305)823 -3938 CONSULTING ENGINEERS �'. 4-3 • '• • •• • ... +••K••• • ••.• • . -. -. •• ••• .• • '• • • • "• •" • ' .• • •• 3 )( Q. • • ••■■■• • ....0I•li•• • •• • • •... •. .. • :..... .. .. ... • • •• : •••• t ' • r • •: • * • •••. ••i•• • •• • ••,•• ' • •- - ••.•• :•• •: •• 4Zl- • •••••: • • • •: • •• Edward A. LARDERS, P.E, CONSULTING ENGINEERS P.E. #038398 (305)823 -3938 Edward A. LANDERS, RE, CONSULTING ENGINEERS P.E. #038398 (305)823 -3938 • • •• • •• • • •: s •.........e:.... •••• .... ..... •••• : • r • • i ••i• • • . • • . •i•• . • •: ••i •• • .. ..•: • ••• • • • • P.E. #038398 Edward A. LANDERS, PRE. (305)823 -3938 CONSULTING ENGINEERS 1 &VOA. A- s T -71 ° 9 -"eN Edward A. LANDERS, P.E. CONSULTING ENGINEERS . . . P.E. #038398 (305)823-3938 • 19040 IMMO . 10 . •go • •••••■• • .. • • ..... sooef — • : 1 Gust Factor category!: Rigid Structures - Simplified Method Gust1 1For rigid structures (Nat Freq > 1 Hz) use 0.85 1 0.851 Max + Gust Factor Category 11: Rigid Structures - Complete Analysis Zm Zmin 15.00 ft lzm Cc * (33/z) "0.167 0.2281 -0.55 Lzm 1 *(zm /33) ^Epsilon 427.06 ft Q (1/(1 +0.63 *((B +Ht) /Lzm) ^0.63)) ^0.5 0.9252 -0.18 Gust2 0. 925*(( 1+ 1.7 *Izm *3.4 *Q) /(1 +1.7 *3.4 *Izm)) 0.8857 Gust Factor Summary G 'Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 1 0.851 Condition Gcpi Height/Least Horizontal Dim Max + Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings 1 0.18 1 -0.18 Calculated Parameters Type of Structure Height/Least Horizontal Dim 0.31 Flexible Structure No WINDO2 v2 -21 Detailed Wind Load Design (Method 2) per ASCE 7 -02 Analysis by: LANDERS Company Name: EDWARD A. LANDERS, P.E. Description: RESIDENCE, 10090 NE 12TH AVENUE, MIAMI SHORES, FL User Input Data Structure Type Basic Wind Speed (V) Struc Category (I, 11, III, or IV Exposure (B, C, or D) Struc Nat Frequency (n1) Slope of Roof Slope of Roof (Theta) Type of Roof Kd (Directonality Factor) Eave Height (Eht) Ridge Height (RHt) Mean Roof Height (Ht) Width Perp. To Wind Dir (B) Width Paral. To Wind Dir (L) Building 146 II C 1 5.0 22.6 Hipped 1 9.00 14.00 12.50 40.00 90.00 mph Hz :12 Deg ft ft ft ft ft Calculated Parameters Importance • ••I rtance Factor 1 • Hurricane Prone Region (If •12 8 nth) • • • • Table 6 -2 Values Alpha = zg = • • •••• • •• •• • • •• •• • • • • • • •■ • • • • • • •. •• • At = Bt = Bm = Cc = 1= Epsilon = Zmin = 90Q -0OD •• 0.105 1.000 0.650 0.200 500.00 0.200 15.00 ft ft • Fig 6 -5 Internal Pressure Coefficients for Buildings, Gcpi Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. 4/18/2007 • • • • •• • • •• •• • • • • • •• • • •• • • • Page No. 1 of 4 • • • • • • • • • • • • Elev ft Kz Kzt qz Ib/ft^2 Pressure (Ib/ft^2) 2.01 *(15 /zg) ^(2/Alpha) Windward WaII* Leeward Wall Total Shear Moment +GCpi -GCpi +GCpi -GCpi +l -Gcpi (Kid) * dip -ft) 15 0.85 1.00 46.32 ' 23.16 39.84 -19.66 -2.98 42.82 - 25.9 192.6d Variable; Formula value Units Kh 2.01 *(15 /zg) ^(2/Alpha) 0.85 Kht Topographic factor (Fig 6-4) 1.00 Qh .00256 *(V) ^2 *I *Kh *Kht *Kd 46.32 psf Khcc Comp & Clad: Table 6-3 Case 1 0.85 Qhcc .00256*V ^2 *I *Khcc *Kht *Kd 46.32 psf Wall Pressure Coefficients, Cp Surface Cp Windward Wall (See Figure 6.5.12.2.1 for Pressures) 0.8 ote: WINDO2 v2 -21 Detailed Wind Load Design (Method 2) per ASCE 7 -02 6.5.12.2.1 Design Wind Pressure - Buildings of All Heights 1) Positive forces act toward the face and Negative forces act away from the face„ Figure 6-6 - External Pressure Coefficients, Cp Loads on Main Wind -Force Resisting Systems (Me o• 2) *i( B I L • .• • •... • • Roof Pressure Coefficients,-Cp Roof Area (sq. ft.) Reduction Factor 1.00 Calculations for Wind Normal to 40 ft Face Additional Runs may be req'd for other wind directions Pressure (psf) +GCpi -GCpi Leeward Walls (Wind Dir Normal to 40 ft wall) Leeward Walls (Wind Dir Normal to 90 ft wall) Side Walls -0.29 -0.50 -0.70 -19.66 -2.98 -28.03 -11.35 -35.90 -19.22 Roof - Wind Normal to Ridge (Theta > =10) - for Wind Normal to 40 ft face Windward - Min Cp Windward - Max Cp Leeward Normal to Ridge Overhang Top (Windward) Overhang Top (Leeward) Overhang Bottom (Applicable on Windward only) -0.25 0.25 -0.60 -0.25 -0.60 0.80 -18.10 1.58 -31.96 -9.76 -23.62 31.50 -1.43 18.26 -15.29 -9.76 -23.62 31.50 Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. • • • • .. • •••• • • • •••• • •• 1 • •... • .••• ••• • 4/18/2007 • • • Page No. 2 of 4 • • • .• • • • • Wind Pressures on Main Wind Force Resisting System Surface GCpf +GCpi -GCpi qh (psf) Min P (psf) Max P (psf) 1 0.54 0.18 -0.18 46.32 16.57 33.25 2 -0.46 0.18 -0.18 46.32 -29.46 -12.79 3 -0.47 0.18 -0.18 46.32 -29.97 -13.29 4 -0.41 0.18 -0.18 46.32 -27.53 -10.86 5 -0.45 0.18 -0.18 46.32 -29.18 -12.51 6 -0.45 0.18 -0.18 46.32 -29.18 -12.51 1 E 0.77 0.18 -0.18 46.32 27.40 44.07 2E -0.72 0.18 -0.18 46.32 -41.76 -25.09 3E -0.65 0.18 -0.18 46.32 -38.37 -21.70 4E -0.60 0.18 -0.18 46.32 -36.06 -19.38 WINDO2 v2 -21 Detailed Wind Load Design (Method 2) per ASCE 7 -02 Roof - Wind Parallel to Ridge (All Theta) - for Wind Normal to 90 ft face Dist from Windward Edge: 0 ft to 25 ft - Max Cp Dist from Windward Edge: 0 ft to 6.25 ft - Min Cp Dist from Windward Edge: 6.25 ft to 12.5 ft - Min Cp Dist from Windward Edge: 12.5 ft to 25 ft - Min Cp Dist from Windward Edge: > 25 ft -0.18 -0.90 -0.90 -0.50 -0.30 -15.43 -43.77 -43.77 -28.03 -20.15 1.25 -27.10 -27.10 -11.35 • -3.47 * Horizontal distance from windward edge Figure 6 -10 - External Pressure Coefficients, GCpf Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft Kh = 2.01 *(15 /zg)^(2/Alpha) Kht = Topographic factor (Fig 6-2) Qh = 0.00256 *(V) ^2 *ImpFac *Kh *Kht *Kd Theta = Angle of Roof = 0.85 .. = 1.00 II = 46.32 • • • • = 22.6 Dee ••• Transverse Direction Longitudinal Direction Torsional Load Cases * p = qh * (GCpf - GCpi) Figure 6 -11 - External Pressure Coefficients, GCp Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. •• • • •••• • • •••• •• • • •. • • • • • •• • .••• • • •••• ••• • • • • •• • • •••. • • •••• ••• • 4/18/2007 • • • • • ••- • • Page No. 3 of 4 • • • • • • • • • Component width (ft) span (ft) Area (ft^2) Zone GCp rind Press (1b/ft^2 Max Min Max Min TRUSSES 2 20 133.30 1 0.30 -0.80 22.23 -45.40 TRUSSES 2 20 133.30 2 0.30 -1.20 22.23 -63.93 TRUSSES 2 20 133.30 3 0.30 -1.20 22.23 -63.93 DOOR 2 3 7 21.00 4 0.94 -1.04 52.02 -56.66 DOOR 7 3 7 21.00 4 0.94 -1.04 52.02 -56.66 WINDOW A 3 3 9.00 4 1.00 -1.10 54.66 -59.29 B 2.9 3.67 8.07 4 1.00 -1.10 54.66 -59.29 C 3 7 21.00 4 0.94 -1.04 52.02 -56.66 D 2 3 6.00 4 1.00 -1.10 54.66 -59.29 B 2.9 3.67 8.07 5 1.00 - 1.40 54.66 -73.19 .• WINDO2 v2 - 21 Detailed Wind Load Design (Method 2) per ASCE 7 -02 Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 4 =_> I 4.00 ft Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs. Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. • a• • • a •••• a • • .... • • • • • Hipped Roof •• • ••• • • • • • 7 < Theta < =27 Double Click on any data ent line to receive a help Screen • • • •• • • • • • •• • • • • • •• ..•• • • • • • •• •• •• • 4/18/2007 • • • • • • ••.. •••• • • • • • • •••• •••• •• Page No. 4 of 4 • • • • • BUILDING PERMIT APPLICATI FBC 2004 Value of Work For this Permit $ Type of Work: Addition — Describe Work: Miami Shores Village o5/9Piax, Building Department Jou- Car401 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. ¶' . ? Master Permit No. DTA) 1 Permit Type: Plumbing Owner's Name (Fee Simple Titleholder) C 1 2 Phone # 3 5,2.1(.- 2 2 4 Owner's Address 4 2 S 0 ft) E. City 1 1 . S s State �' � Zip 3 Tenant/Lessee Name Phone # E -MAIL: Job Address (where the work is being done) ',', l 0 cp 9 0 ` ' City Miami Shores Village County Miami -Dade Zip 3 2, l 3 g FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name ? 1 4 0 . _ A — E i , , , , [ Z r ? f 1 eS. r Phone # o S e e 3- 7 I l i Contractor's Address 2 l O® 11) F 3 3 a. `, City /1 �...,, : State 7 ° l Zip 3 aj (lil Z Qualifier Name / e �, e Phone # 30 S _ 6 , 3 _ 5 5 14 State Certificate or Registration No.C. Fl. ' 2.. l 4 4- Z, Certificate of Competency No. E- MAIL: Architect/Engineer's Name (if applicable) Mar k ��,,,_ ,ge., 1 / Phone # Square / Linear Footage Of Work: ['Alteration ['New 0 Repair /Replace Qrshx eY******** x*de****xoretefr9r****sYaY**** * **F xxxxxxxx ****wxxiexx x xxxx*ac w Fees de . ?S ` .. ) g, Submittal Fee $ Permit Fee $ CCF $ 0'00 CO /CC Notary $ Training /Education Fee $ Q .P0 Technology Fee $ OD Scanning $ a Op Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 100 .30 See Reverse side - Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 , by , day of , 20 , by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: APPLICATION APPROVED B (Revised 02/08/06) My Commission Expires: Contractor ************************************************<**************************** * * * * * * * * * * * * ** * * * * * ** * * * * * ** * ** , v'" 3 3 Plans Examiner Engineer Zoning BUILDING PERMIT APPLICATION FBC 2004 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Master Permit No. Permit Type (circle): Building Electrical ( Plumbinj) Mechanical Roofing Owner's Name (Fee Simple Titleholder) C Ir• ? 2 phone # S ®2- ( 2.. a 2. `t' Owner's Address / 2. S Cit PI . 4.e, c-S Tenant/Lessee Name i g 5 State Job Address (where the work is being done) 10 r) 9 0 WE 1. 2. Zip 3 1 & Phone # City Miami Shores Village County Miami -Dade Zip 3 . 1 3 2 FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name 1 084 Lo-e3, ? �1 Contractor's Address '1;400 NV1 '/3 M State ('," RV"� SitA c;i 03%•37L- Phone # 36S /133 -995Y City PA PAN Qualifier Name t1AV A State Certificate or Registration No. 6( Certificate of Competency No. Zip Phone # 3 - I, )'- 1q £ Architect/Engineer's N a m e (if applicable) r\ C ( Phone # ‘C;• S _ 5 1 2 3 1 g . Value of Work For this Permit $ I"by Type of Work: i Addition Describe Work: - r Submittal Fee $ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Notary $ Training/Education Fee Bond $ Code Enforcement $ Structural Review. $ ❑Alteration ❑New g Permit Fee $ Square / Linear Footage Of Work: Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Double Fee $ ❑ Repair/Replace lmolition ******* * * * * *,* *;* * * * **** * * * * ** **** * * ** CCF$ Total Fee Now Due $ CO /CC See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address r , City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS. and AIR CONDITIONERS, ETC OWNER'S AN F ' IDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a resection fee will be charged Signature (mss" rte' /�� Signature Contractor The foregoing instrument was acknowledged before me this day of ,20e±7by��7 4 e-4:-‘4 who is=onal •_ k ow o me or who has produced as identification and who did take an oath. NO ARY PUB C: The for oing instrument was acknowledged before me L this day ofil—hee , 200 -, by eCpl�`1�GC 0 ?p, ovit i , who is personall known to me or who has produced As identificat;Rg NOTARY PUBLIC: � MAYLIN Y. MADRID : o iop YO ye � CommNDD72le819 Expires 2/1/2008 Bonded ( Florida Notary �`,... Haan., Inc s My Commission Expires: APPLICATION APPROVED BY: (Revised 02108106) P Expues 3/21/2009 i iy�OiP�O` My Commission Expires: i......:'""' NEMECIO HERNANDEZ onto 21254 Florida Notary Assn , Inc Plans Examiner f Engineer Zoning 1 ° ., z -® 1 Passed Inspector Comments e cc IC t_ L, 0 0 i e 0 ) C� .6eri 0 0)(- \ Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: January 2( 2009 Inspector: Levrock, James Owner: FISCHER, ELAINE Job Address: 10090 NE 12 Avenue NE Project: <NONE> Contractor: PLUMBERS ENTERPRISES Building Department Comments January 21, 2009 Miami Shores Village, FL Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132050190380 Phone: (305)633 -9994 Page 1 of 1 0 giTt Passed Inspector Comments A ePl,#' e p ea.- 41 Cc F /2ceeepy' iii lee % /L HA `ce, `afg .e-‘9s 0 i / 4 ®' p-oo, 47 Pa / f f /L / . J" ®.5° , - rip/2, J ciI is fodaxp,P,i c/f 626 L Failed / Correction Needed IM Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: January 7c, 2009 Inspector: Devaney, Michael Owner: FISCHER, ELAINE Job Address: 10090 NE 12 Street NE Project: <NONE> Miami Shores Village, FL Contractor: CPS ELECTRIC, INC. Building Department Comments January 21, 2009 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132050190380 Phone: 305 - 607 -8221 Page 1 of 1 BUILDING PERMIT APPLICATIO FBC 2004 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type: Electrical Owner's Name (Fee Simple Titleholder) C le. �� .� cJr Z3t,,.2.2Phone # 3 $ _ . Z a. Z Owner's Address 3 2 5 Ai ice. / City { . 5 �z.9 y State f Tenant/Lessee Name E -MAIL: Job Address (where the work is being done) c, 1® NF E. Q_ City Miami Shores Village County Miami -Dade Zip } �, ` '3 ' FOLIO / PARCEL # Is Building Historically Designated YES NO I Miami Shores Village o • - Building Department Contractor's Company Name C S b.. Ce,. � f r j � , Phone # >O 5 e ! 6 2. s 4 2. Contractor's Address 1 7 . � 1 5 A) (.42-9 c City / l 1 State t f Zip ) t Z.. S Qualifier Name _ _ Phone # Value of Work For this Permit $ A> g 2 0 Zip / Phone # Permit No. E, t1v Master Permit No. loo /-3% State Certificate or Registration No. /F R. 0 „ j / 0 2 E -MAIL: Architect/Engineer's Name (if applicable) 1'1 Cae.,,,.-, > Se... /i Phone # ? jam S _ S _ 2. 3 1 Certificate of Competency No. °' OP / 7- Z 3 3 Square / Linear Footage Of Work: 7, 6 c2c7 5. Type of Work: ❑ ddition DAlteration ❑New ❑ Repair/R-,� lace Describe Work: ******* **** ************** *** ** ******** F aax a4x***** *** *************** *********** ** Submittal Fee $ Permit Fee $ /®tio O 0 e CCF $ d • CO /CC Notary $ Training /Education Fee $ D.30 Technology Fee $ 9') Scanning $'b'O Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 10 ( See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of ,20_,by , day of ,20_,by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: ************** xxxxx************************ x*******x 9ex 4rx' � -- �, a4st**** s4***** ** ***** *****xa6aY**** ********** YxeYa *** APPLICATION APPROVED BY: (Revised 02/08/06) Contractor l.hatr Examiner Engineer Zoning BUILDING PERMIT APPLICATION FBC 2004 Value of Work For this Permit $ g 2.0 r� ?rtv Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Master Permit No. Permit Type (circle): Building Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) (2 ( " 3 9 ,- e .-a42- dehone # 5.. 2 (6 v 2. a Z. 4 Owner's Address 4 3 2. 5 a t. City 1., Z State Zip 3 5 1 Tenant/Lessee Name Phone # Job Address (where the work is being done) 1 00'1 0 OE 1. Z 2, 'l9' �► City Miami Shores Village County Miami -Dade Zip 3 3 i " & FOLIO / PARCEL # Is Building Historically Designated YES NO V Contractor's C o m p a n y N a m e V s E t t a : t r Phone # 30 r P4 9 7Y2- Contractor's Address i ? teui 3 City m State Zip ) �I / ,�- °� Qualifier Name 6-4 e r r P 4 . O Phone # State Certificate or Registration No. E ito 0 / (0 rs Certificate of Competency No. C C 0000172,3 3 Architect/Engineer's Name (if applicable) ti .q 4( C Phone # J — �' S L1 .1. g Square / Linear Footage Of Work: Z.- 54 5 Ft Type of Work: ❑Addition ❑Alteration ['New ❑ Repair/Replace Describe Work: 1 .e. 12 r n-► Demolition Submittal Fee $ Permit Fee $ CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side --+ . Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that_no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved . a reinspection fee will be charged. Signature The for day o NOTARY PUBLIC: My Commission Expires: (Revised 02/08/06) Owner4 gent oing instrument was ac 20o�, by APPLICATION APPROVED BY: wledged re me this o who rs personally known to me or who has produced / As identification and who did take an oath. monmerreep MA', UN Y. MADRID e+'". n :640 ' Owen. oo02eeele `. P< Expires 2/1@006 Bondad ftm (800$32.4254 c:•c ° Florida Notary AAnsn..I::. Contractor The foregoing instrument was acknowledged be re me this 7 day of . 20a, by acknowledged 42e1/442 who i personally known o me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Plans Examiner Engineer Zoning - - - - - - B % 0 - - C1 _-- C © H II 1I II ►I - -=u== II II n '/ II 11 11 0 11 11 U - --tr = / II 11 II 11 T 1 1 1 l 47 1/8" 1 1 1 1 1 47 1/8' a y D.L. OPG. 49 15/16" VENT WIDTH 53 1/8 — - - - - B 11 11 11 11 II {! 1 / If - -1 -�1 It- t1 - tl 7� N '� U it: 11 ti 11 11 11 - - _-- C © H II 1I II ►I - -=u== II II n '/ II 11 11 0 11 11 U - --tr = / II 11 II 11 T 1 1 1 l 47 1/8" Di- OPG. 49 15/16' o a VENT WIDTH 53 1/8' z 2 co z 2 co 0 cc 0 cc In 1/8" ANN. GLASS .090" INTERLAYER 'DUPONT SENTRYGLAS PLUS' 1/8 ANN. GLASS GLASS TYPE 'A' SILICONE DOW CORNING 795 1/8 HEAT STREN'D. GLASS .090" INTERLAYER ' DUPONT SENTRYGLAS PLUS' 1/8" HEAT STREN'D. GLASS GLASS TYPE 'B' SILICONE DOW CORNING 795 5/32 HEAT STREN'D. GLASS .090" INTERLAYER ' DUPONT BUTACITE PVB' 1/8" HEAT STREN'D. GLASS z 5 CO SIUCONE DOW CORNING 795 z 2 co 1/8 HEAT STREN'D. GLASS .090" INTERLAYER ' DUPONT BUTACITE PVB' 1/8" HEAT STREN'D. GLASS GLASS TYPE 'C` SIUCONE DOW CORNING 795 5/32" HEAT STREN'D. GLASS .090" INTERLAYER 'DUPONT SENTRYGLAS PLUS' GLASS TYPE 'D' GLASS TYPE 'E' GLAZING OPTIONS 1/8' HEAT STREN'D. GLASS SILICONE DOW CORNING 795 10' MAX. HEAD /SILL WINDOW WIDTH TYPICAL ELEVATION (STD. SILL) 6" MAX. HEAD /SILL CORNERS SERIES -1000 ALUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE C1INATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MWNI —DADE COUNTY APPROVED MUWONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND ILbILD TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 /2007 EDITION INCLUDING 1U 1 VELOCITY HURRICANE ZONE (HVHZ) WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LIDAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO VITOCITl ONLY MAAERMLS INCLUDING BUT NOT LMTED TO STEEL/METAL SCREWS. THAT COME INTO ITT WITH OTHER DISSRNAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004/2007 FLORIDA BLDG. CODE SECTION 203.8.4. 10" MAX. HEAD /SILL Engn DR. HUMAYOUN FAROOQ STRUCTURES CAN. 16557 JUN 0 3 2008 WINDOW WIDTH TYPICAL ELEVATION (HI -RISE SILL) 6 MAX. . HEAD /SILL CORNERS THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. PRODUCT REVISED as complying with the Florida p No OS -05 Date o U 0 c 0 Q z O To m 0 0 O 0 a 8 1 0 0 8 0 a 0 8 0 m 0 0 W I. n 0 i N drawing no. W03 -56 sheet 1 of 6 EQUAL LITE.S WINDOWS DESIGN LOAD CAPACITY - PSF (HI -RISE SILL) WINDOW DIMS. WIDTH 19 -1/8' 26 -1/2' 37' 42' 49" 53 -1/8' 19 -1/8' 28 -1/2' 37' 42' 49' 53 -1/8' 19 -1/8' 26 -1/2' 37' 42' 49' 53 -1/8' 19 -1/8' 26 -1/2' 37' 42' 49' 53 -1/8' 19 -1/8' 26 -1/2' 37' 42' 49' 53 -1/8' 19 -1/8' 26 -1/2' 37' 42' 49" 53 -1/8' 19 -1/8' 28 -1/2' 37' 42' 49* 53 -1/8' 19 -1/8' 26 -1/2' 37' 42' 49" HEIGHT 26' (3) 38 -3/8' (4) 50 -5/8" ( 56' (5) 63' ( 88' (6) 74 -1/4" (7) 80' ( STANDARD TOP RAIL GLASS TYPE 'A EXT.( +) 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 1NT.(-) 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 GLASS TYPES 'B', 'C', D' do EXT.( +) 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.o 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 1NT.(-) 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 HEAVY DUTY TOP RAIL GLASS TYPES 'B', 'C', 'D' & EXT.( +) 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 -- 80.0 . 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 1NT.(-) 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 r 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 * NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. LIMIT EXTERIOR( +) LOADS TO 70.0 PSF FOR STD. SILL. STD. TOP RAI UNEQUAL LITES (ORIEL TYPES) WINDOWS DESIGN LOAD CAPACITY - PSF (HI -RISE SILL) WINDOW DIMS. WIDTH 19 -1/8" 26 -1/2" 37' 42" 49" 53 -1/8" 19 -1/8' 26 -1/2' 37' 42' 49' 19-1/8' 26 -1/2' 37' 42' 19 -1/8' 28 -1/2' 37' 19 -1/8' 26 -1/2' HEIGHT 50 -5/8' (5) 58' (5) 63" ( 68• (6) 74 -1/4' ( STANDARD TOP RAIL GLASS TYPE •A' OCT.( +) 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 74.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 GLASS TYPES '8', • C • , 'D' do 'E' EXT.( +) 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 1NT.(-) 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 HEAVY DUTY TOP RAIL GLASS TYPES 'B • , 'c'. 'D' & 'E' EXT.( +) 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 1NT.(-) 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. LIMIT EXTERIOR( +) LOADS TO 70.0 PSF FOR STD. SILL. HEAVY DUTY TOP RA NOTE GLASS CAPACm£5 ON THIS SHEET ARE BASED ON ASTM El 300 -02/04 (3 SEC_ GUSTS) .AWWD FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 Engr: DR. HUIAAYOUN FAROOQ STRUCTURES FLA. PE CAN. 38 JUN 0 3 2008 PRODUCT REVISED es complying w!b the Baddlaz Code Accep No Expiration Dote 1 0 t c 0 n 0 an `o 0 0 i 1) 0 2 2 • • drom4ng no. W03-56 TYPICAL ANCHORS SEE ELEV. FOR SPACING Qa c Qe: e 4 A A a a . '. 1BY WOOD BUCK x 4 TYPICAL ANCHORS SEE ELEVS. FOR SPACING MIAMI —DADE COUNTY APPROVED MUWON & MUWON ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEVS. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" TAPCON$ INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY . 14 SMS OR SELF DRILLING SCREW INTO DADE COUNTY APPROVED MULLIONS (MIN. THK. = .090") INTO METAL STRUCTURES S EL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 3/4" MIN. INTO METAL STRUCTURE = 3/4" MIN. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD SEAM SEALER SM5504. WEEPHOLES: W1 = 1 -1/2" X 3/16" WEEPHOLES AT 4" FROM EACH END W2 = 1 -5/16" NOTCH AT EACH END Env: DR. HUMAYOUN FAROOQ STRUCTURES C.A.N. Y JUN 0 3 2008 PRODUCT REVISED =emptying wife the Pfsride &data Cede Aceeplasee Date c c 0 0 0 0 o 0 0 0 c 0 0 0 1 0 0 0 1 a W a 0 1 • 1 • k 1 1 drawing no. W03 -56 (sheet 3 of 6 flEM # PART # REQD. DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 ES1001 -1 1 FRAME HEAD 6063 -T5 - 2 ES1002 -1 1 FRAME SILL (STD.) 6063 -T5 - 211 ES1101 1 FRAME SILL (HI -RISE) 6063 -15 - 3 ES1003 2 FRAME JAMB 6063 -75 - • 4 ES1005 -t 1 FIXED MTG. RAIL 6063 -16 - 5 ES1004 -1 1 STD. VENT TOP RAIL 6063 -T6 - SA ES2004 1 HEAVY DUTY VENT TOP RAIL 6063 -T6 - 6 ES1006 -1 1 VENT BOTTOM RAIL 6063 -T6 - 7 ES1007 -1 2 VENT SIDE RAIL 6063 -75 - 8 ES1008 -1 AS RQD. GLAZING BEAD 6063 -16 - 9 ES1009 -1 2/VENT VENT LATCH 0 6" FROM ENDS 6063 -T5 - 10 ES1O12 1/LATCH LATCH SPRING ST. STEEL - 11 ES1010 AS READ. GLAZING WEDGE SOFT PVC - 12 #8 X 1' 20 FRAME & VENT ASSEMBLY SCREWS CRS PH SMS 13 ES1011 2/VENT SASH CAM CELCON - 14 43620 -187 AS READ. PILE W STRIPPING WRH PLASTIC FN - AMESBURY OR EQUIV. 15 43828 -187 AS READ. PILE W'SIRIPPING WITH PLASTIC FN - AMESBURY OR EQUN. 16 - 2/ VENT BLOCK & TACKLE BALANCE SERIES 120 BY 051 17 - 2/ VENT SPIRAL BALANCE - - 18 ES1013 -1 2 SASH STOP - - 19 ES1505 - FLUSH FRAME ADAPTER 6063 -T5 OPTIONAL 20 - 1 5/16" BOX SCREEN - OPTIONAL AL ALT. °• s_° .I, D. . ° j I TYPICAL ANCHORS SEE ELEVS. FOR SPACING •O • . TYPICAL ANCHORS SEE ELEV. FOR SPACING ur tn MIAMI -DADE COUNTY APPROVED MULLON & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACNG Engr: DR. FAR000 STRUCTURES FIA. PE C.A.N. 3538 JUN 0 3 2006 PRODUCT � so BARR Code No Date -J 3 W t0 a x 0 0 C a 0 N n 0 4 tn g I tai > U N M I M s ? 3 3 • N -' rd 0 0) C 0 0 AC 0 0 0 0. 0 0 V Z O O V a 1 1 O 6 2 a W a 8 L drawing no. W03 -56 Csheet 4of 6 METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4 MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING VENT WIDTH EXTERIOR WINDOW WIDTH D.L.OPG. • MIAMI —DADE COUNTY APPROVED MULLION E^9r DR. STRUCTURES FAR= FIA C.A.N. 538 JUN 0 3 2008 TYPICAL ANCHORS SEE ELEV. FOR SPACING PRODUCT REVISED es complying with the Ftedldi Balding Cede Acceptance No z F a Mo O W MO O t d O 3 • fi O d • 4 1 - W u. N J 01 a 8 C f 0 • s • k 1 0 0 0 0 W a 4 t drawing no. W03 - 56 (sheet 5 of 6 • 2.330 .062 .969 719 .813 2.392 0 FRAME HEAD .750 MEETING RAIL .328 11 GLAZING WEDGE VENT BOTTOM RAIL Q FRAME SILL (STD.) F� t.344 — �i O FRAME JAMB VENT LATCH 0 GLAZING BEAD 0 VENT SIDE RAIL ® FRAME SILL (HI —RISE) 0 STD. VENT TOP RAIL Imo--- 2.286 8 FLUSH FRAME ADAPTER -.562 O H.D. VENT TOP RAIL VEAL CORNER. DETAIL Engr: DR. HUMAYOUN FAROOQ STRUCTURES Fl CANN. 1 35388 JUN 0 3 2008 drawing no. W03 -56 (sheet 6 of 6 ) BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) ES Windows LLC 10653 NE Quaybridge Ct. Miami, FL 33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County - Product Control Division that this product or material fails-to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 1000 Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W03 -56, titled "Series -1000 Alum. Single Hung Window (L.M.I.) ", sheets 1 through 6 of 6, dated 07/31/03 with revision F dated 04/23/08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved" or the Product Control Seal, unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site . the request of the Building Official. This NOA revises and renews NOA # 07 -0928.14 and co si j of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Man P.E. N MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buldinEcodeonline.com NOA No. 08 -0527.12 Expiration Date: November 6, 2013 Approval Date: July 10, 2008 Page 1 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W03 -56, Sheets 1 through 6 of 6, titled "Series -1000 Alum. Single Hung Window (L.M.I.) ", dated 07/31/03 with revision F dated 04 /23/08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of series 1000 aluminum single hung window, prepared by Fenestration Testing Laboratory, Test Report No. FTL -5337, dated 01/25/08, signed and sealed by Michael Wenzel, P. E. (Submitted under previous NOA #07- 0928.14) 2. Test reports on: 1) Large Missile Impact Test, per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -05 -1953, dated 04/25/05, signed and sealed by Ivonne Ghia, P.E. (Submitted under previous NOA #05- 0720.01) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 5) Large Missile Impact Test, per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -05 -1448, dated 04/22/05, signed and sealed by Ivonne Ghia, P.E. (Submitted under previous NOA #05- 0720.01) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 5) Large Missile Impact Test, per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 along with marked -up drawings and installation diagram-of an aluminum single hung windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3820 dated 06/09/03, signed and sealed by Joseph Chan, P.E (Submitted under previous NOA #03- 0910.03) E -1 Manuel Pe E. Product Control , xam ner NOA No. i : ! 7.12 Expiration Date: November 6, 2013 Approval Date: July 10, 2008 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 5) Large Missile Impact Test, per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading, per FBC; TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum single hung windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3806 dated 06/09/03, signed and sealed by Joseph Chan, P.E. (Submitted under previous NOA #03- 0910.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004 and 2007, prepared by Al- Farooq Corporation, dated 04/21/08, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02/04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas ® Plus" dated 01/03/08, expiring on 01/14/12. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance, dated April 18, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated April 18, 2008, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Report No. FTL -5337, issued by Fenestration Testing Laboratory, Inc., dated February 13, 2008, signed and sealed by Michael Wenzel, P.E. 4. Proposal #07 -3815 issued to ES Windows LLC by BCCO Product Control Division, dated 12/18/07 signed by Manuel Perez, P.E. G. OTHER 1. Notice of Acceptance No. 07- 0928.14, issued to ES Windows LLC for their Series 1000 Aluminum Single Hung Window — L.M.I., approved on 05/08/08 and expiring on 11/06/08. E -2 Manuel Pere Product Control Ex NOA No. 08-0 2 Expiration Date: November 6, 2013 Approval Date: July 10, 2008 WINDOW WIDTH FALSE MUNTINS (SURFACE APPUED) 10" MAX 4- s MAY BE USED °.—° HEAD /SILL - - L No -1-41! II II I1 11 11 1I ll II II I - I- - - -- ---- -II- -..- --. - I I ■ �t\ II I I \�h ► I �1 11111 \ ' Il 1 -_-_-_11 - - - - 1 1 _ -- _ ll _ - _ _ __ r---- yr---- tr - - - II II it I I I� II 11 ,I 11 II I I 11 II ] II II it II II I, - �f l \• f i t IL II I ij , /!: g g i I l - ---- T1 - - - --� - - -- - - Tl - - - -�- I -- n II I 11 11 I I I{ ___-It - - -- - II II 1 II II II II 1 1 1/8 ANN. GLASS .090 INTERLAYER 'DUPONT SENTRYGLAS PLUS' 10 1/8" ANN. GLASS GLASS TYPE 'A' SIUCONE DOW CORNING 795 1/8" ANN. GLASS .090 INTERLAYER 'DUPONT BUTACITE PVB' 1/8" ANN. GLASS GLASS TYPE 'B' GLASS TYPE 'C' SILICONE DOW CORNING 795 3/18" ANN. GLASS .090" INTERLAYER 'DUPONT SENTRYGLAS PLUS' 3/18" ANN. GLASS SILICONE DOW CORNING 795 1/8" HEAT STREN'D. GLASS .090 INTERLAYER 'DUPONT SENTRYGLAS PLUS' 1/8" HEAT STREN'D. GLASS GLASS TYPE 'Al' 1/8" HEAT STREN'D. GLASS .090 INTERLAYER 'DUPONT BUTACITE PVB' GLASS TYPE 'B1' GLASS TYPE 'D' SILICONE DOW CORNING 795 SILICONE DOW CORNING 795 5/32" HEAT STREN'D. GLASS .090 INTERLAYER 'DUPONT BUTACITE PVB' 1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 795 6" MAX. HEAD /SILL CORNERS 33 1/2" D.L OPG. 37 5/8" VENT WIDTH SERIES -2000 ALUM HORIZ. SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R. /H.R. OR H.R. WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND ItSItD TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 /2007 EDRTION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHAD_ BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. 111° 33 3/8" D.L OPG. TYPICAL ELEVATION TESTED UNIT Engr: DR. liUMAYOUN FARODU STRUCTURES FLA. PE # _1 . 6557 CAN. 3538 MAY 1 6 2008 33 1/2" D.L OPG. 37 5/8" VENT WIDTH 0 • • •• . •• • • ••• •• ••• • • • • •. LAMINATED GLASS LARGE MISSILE IMPACT PRODUCT REVISED WAR Code comPtibts with Ike Eterido Acceptance IVA J : : Date ._ e Pnodg* Como! RDiv� 43 13 J N Ni I th .• 1- 0 en • a► O . C 17 5 n .0 0 B 0 0 0 m 0 N 0 0 a 0 • A k drawing no. W03 -75 (sheet 1 of 8 DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) WINDOW DIMS. A STD. MTG. RAIL H.D. MTG. RAIL GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'A1' GLASS TYPE '31' GLASS TYPE 'C' GLASS TYPE 'D' GLASS TYPE 'Al' WIDTH HEIGHT EXT.( +) INT.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) 26 -1/2" 37" 53 -1/8" 74' 26' ( 3 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 4 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 5 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 7 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 26 -1/2" 37' 53 -1/8" 74" 38 -3/8 (3) 3 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 4 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 5 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 7 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 26 -1/2" 37' 5.3-1/8" 74' 50 -5/8" ( 3 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 4 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 5 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 7 - - 70.0 90.0 70.0 80.0 83.3 90.0 26 -1/2' 37" 53 -1/8" 74' 63" (5) 3 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 4 58.9 67.3 70.0 90.0 70.0 80.0 83.3 90.0 5 42.6 48.7 70.0 86.8 70.0 80.0 83.3 90.0 7 - - - - - - 83.3 90.0 24" 36' 48" 60" 72' • (2 2 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 3 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 4 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 5 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 6 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 . .� • .I N M n 38' (3) 2 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 3 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 4 70.0 80.0 70.0 90.0 70.0 80.0 83.3 ' 90.0 5 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 6 70.0 80.0 70.0 90.0 70.0 80.0 • 83.3 90.0 ■ ■ . ■ . N m C n 48" (4) 2 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 3 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 4 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 5 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 6 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 24" 36' 48" 80" 72" w go 2 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 3 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 4 54.2 61.9 70.0 90.0 70.0 80.0 83.3 90.0 5 45.1 51.5 70.0 87.3 70.0 80.0 83.3 90.0 6 - - 70.0 78.7 70.0 78.7 83.3 90.0 A = NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB STD. SILL WITHOUT RISER STD. SILL WITH RISER LIMB EXT.( +) LOADS TO 53.3 PSF UMIT EXT.( +) LOADS TO 70.0 PSF STD. MTG. RAIL J H -RISE SILL WITHOUT RISER HI -RISE SILL WITH RISER UMIT EXT.( +) LOADS TO 67.5 PSF LIMIT EXT.( +) LOADS TO 83.3 PSF H.D. MTG. RAIL NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 Engr. DR. HUMAYOUN FPR000 F A. PE # 16557 C.A.N. 3538 AY 1 6 2 PRODUCT REVISED as complying with the MOWN £ing Cede Acavecce No Ewa Date . a O i O c • • • • •. • • �• • O M a0wci, • � p d' 16 •• .a; le Wy • ••• gSA ••f ••4 • • • • • * i qft M g N PI GO a en a Z3� 6 NN Wi 0 N Cr 1 u) c 0 1 4 to m v T .0 0 v 1 0 O N S 1 A 0 C a m o 0 c 0 • a 0. 0 U • • •• • • v drawing no. W03 -75 (sheet 2 of 8 DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. A STD. MTG. RAIL H.D. MTG. RAIL GLASS TYPE 'A' 'B GLASS TYPE 'B' GLASS TYPE 'Al' GLASS TYPE 181' GLASS TYPE 'C' GLASS TYPE b' GLASS TYPE 'A1' WIDTH HEIGHT EXT.( +) INT.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) 74" 106 -1/4" 111" 26" (3) 7 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 10 - - - - - - _ 83.3 90.0 74" 106 -1/4" 111" 38 -3/8" (3) 7 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 / 10 - - 70.0 90.0 70.0 80.0 83.3 90.0 • 10 - - - - - - 83.3 90.0 • 74 ' 51-5/8" (4) 7 - - 70.0 90.0 70.0 80.0 83.3 • 90.0 •' •• 1 74" 83 7 - - - - - - 83.3 90.0 • :• 1 72" 84" 96" 108' 24" ( 7 70.0 80.0 - 70.0 90.0 70.0 80.0 83.3 90.0' 8 70.0 80.0 70.0 90.0 70.0 80.0 83.3 904 9 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 • 10 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 72" 84" 96' 108" 3C (3) 7 70.0 80.0 70.0 90.0 70.0 80.0 83.3. 90.0 8 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 9 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 10 - - 70.0 90.0 70.0 80.0 83.3 90.0 72' 84" 96" (4) 7 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 8 - - 70.0 90.0 70.0 80.0 83.3 90.0 9 - - - - - - 83.3 90.0 72" 80" (5) 7 - - 70.0 90.0 _ 70.0 80.0 83.3 90.0 DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. STD. MTG. RAIL H.D. MTG. RAIL GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'Al' GLASS TYPE 'B1' GLASS TYPE 'C' GLASS TYPE 'D' GLASS TYPE 'Ai' WIDTH HEIGHT EXT.( +) INT.( -) EXT.( +) INT.( -) EXT.( +) INT.( -) EXr.( +) INT.( -) 74" 106 -1/4" 111' 26 " (3) 7 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 10 - - - - - - 83.3 90.0 74 " 106 -1/4' 111' -3/8. 3 7 70.0 80.0 70.0 90.0 70.0 80.0 8.3.3 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 10 - - - - - - 83.3 90.0 74' 106 -1/4" 111" 50 -5/8' (4) 7 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 10 - - - - - - 83.3 90.0 74" 106 -1/4" 111' 83" (5) 7 45.4 51.9 70.0 90.0 70.0 80.0 83.3 90.0 10 - - - - - - 83.3 90.0 10 - - - - - - 83.3 90.0 72" 84" 96' 108 24" (2) 7 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 8 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 9 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 72" 84" 96" 108' 36' ( 7 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 8 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 9 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 72' 84" 96" 108" 48" ( 7 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 8 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 9 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 83.3 90.0 72' 84" 96' 108' 60" 7 54.2 61.9 70.0 90.0 70.0 80.0 83.3 90.0 8 47.6 54.4 70.0 90.0 70.0 80.0 83.3 90.0 (5) 9 - - 70.0 83.9 70.0 80.0 83.3 90.0 10 - - 70.0 78.7 70.0 78.7 83.3 90.0 A = NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB STD. SILL WITHOUT RISER • OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH STD. SILL WITH RISER LIMIT EXT.( +) LOADS TO 53.3 PSF OMIT EXL.( +) LOADS TO 70.0 PSF ( • STD. MTG. RAIL H.D. MTG. RAIL HI -RISE SILL WITH RISER H -RISE SILL WITHOUT RISER UMIT EXT.( +) LOADS TO 66.7 PSF UMIT EXT.( +) LOADS TO 83.3 PSF A = NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB (1/4W) 4 OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-21 9 Engr: DR. HUMAYOUN FAR000 STRUCTURES FLA. PE # 16557 C.A.N. 3536 1 6 2008 PRODUCT IREV SE1D as co:We -- g with Herds Bridin Code A6�g ezacsoe No • - • 9Alan Mae 1 %PL��/ • Candi A s 0 0 W N g e 1 a. • • M o• 1 c 0 0 -v a .0 c C 0 0 mo b 0 0 V b 0 0 r 8 0 1 C drawing no. W03 -75 (sheet 3 of 8 TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI —DADE COUNTY APPROVED MUWON & MUWON ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" TAPCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR SELF DRILLING SCREW INTO DADE COUNTY APPROVED MUWONS (MIN. THK. = .090") INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8 THK. MIN. (6063 —T5 MIN.) (SItJL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 3/4" MIN. INTO METAL STRUCTURE = 3/4" MIN. SEALANTS: FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE /ALUMINUM COLORED SIUCONE. Engr•. DR. HUMAYOUN FAROOQ STRUCTURES FIJI PE # 1 8557 CAN. 3538 MAY 1 6 2008 • .� . . ••. • • PRODUCT REVISED is complying with the Florida Beichas Cede Date .►grab/ .t3 Preduainggesil • •• •• •. • WEEPHOLES: W1 = 1- 13/16" X 1/4" WEEPHOLES AT 3" FROM EACH END WITH PLASTIC BAFFLE W2 = 1/4" WEEPHOLE AT TOP & BOTTOM RAIL 1" FROM EACH END WI N 1 I 0 O P a. ft g - d 4> . a .. se at * :••• Pli.1,.•. z i . : , � • • � W imp . of W e 1.1, • • • • •• . *so* t o N in W in o d- W z a N g i l NI O cn 4 Q NM W m $ -- Z I W N c v cn Witi20 O 0 a 0 O 0 0 8 m 0 A drawing no. W03 -75 sheet 4of 8 ITEM PART g QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 ES1003 1 FRAME HEAD 6063 —T5 — 2 ES2001 -1 1 STD. FRAME SILL 6063 —T5 — 2A ES2012 1 HI —RISE FRAME SILL 6083 —T5 — 3 ES2000 -3 -1 1 FRAME JAMB VENT 6063 —T5 — 4 62000 -1 1 FRAME JAMB FIXED 6083 —T5 — 5 ES2000 -5 -1 1/ VENT FIXED RAIL • 6083 —T6 — 6 62000 -4-1 1/ VENT STD. VENT MEETING RAIL 6063 —T6 — • 6A ES2004 1/ VENT H.D. VENT MEETING RAIL 6063 —T6 — • 7 62000 -7 -1 2/ VENT TOP AND BOTTOM RAIL 6083 —T5 — if 8 62000 -6 -1 1/ VENT JAMB STILE 6063 —T5 — • • 9 ES2000 -8 -1 AS READ. GLAZING BEAD 6063 —T5 — • • 10 62002 -1 1 SILL TRACK INSERT 6083 —T5 — • 11 ES2011 AS REQD. ILL STD. S RISER 6083 —T5 — • • •• 11A — AS READ. HI —RISE SILL RISER 6063 —T5 — �• 12 ES1009 2/ VENT VENT LATCH 6063 —T6 AT. 8" FROM ENDS • 13 ES1012 1/ LATCH VENT LATCH SPRING ST. STEEL — 14 - AS REQD. FOAM FILLED FABRIC W'STRIPPING — _• SCHLEGEL • 15 #8 X 1" AS REQD. FRAME/VENT ASSEMBLY SCREWS CRS _ P.H. SMS 16 #8 X 3" 2/ VENT FIX. RAIL SILL SCREWS (STD. SILL END) CRS P.H. SMS 16A #10 X 4" 2/ VENT FIX. RAIL SILL SCREWS (HI —RISE SILL END) CRS P.H. WAS 17 43620 -187 AS REQD. VENT & FIX. RAIL W'STRIPPING — AMESBURY OR EQUIV. 18 43628 -187 AS REQD. FRAME JAMB W'STRIPPING — AMESBURY OR EQUIV. 19 WPHL -100 2 BAFFLE — M & M PLASTICS 20 #6 X 3/8" 2/ BAFFLE BAFFLE SCREW — P.H. SMS 21 61010 AS READ. GLAZING GASKET SOFT PVC — 22 ES2007 4/ VENT ROLLER HOUSING & GUIDE PLASTIC — 23 62006 2/ VENT ROLLER BRASS /ST. ST. — 24 62005 2/ VENT ROLLER PIN ST. STEEL — 25 — 1/ WEEP OPEN CELL FOAM PAD — 1" X we X 1" LONG 26 — 1/ VENT 5/16" BOX SCREEN — OPTIONAL 27 61505 — FLUSH FRAME ADAPTER 8083 —T5 OPTIONAL ALT. TYPICAL ANCHORS SEE ELEVS. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI —DADE COUNTY APPROVED MUWON & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING Engr: DR. HUMAYOUN FAROOQ FLA. STRUCTURES 16557 CAN. 3538 Y 1 6 2008 PRODUCT REVISED as empties with the Merida Sahibs Code No Ettpfras8isa Este V -J • • •r • • • •, 0 0 0 N co 0 c U 0 T .0 .� O 0 2 O g O ( 1 C drawing no. W03 -75 (sheet 5 of 8 METAL STRUCTURE D.L.O. - - - - - -.1 EXTERIOR WINDOW WIDTH 1,t4' MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING VENT WIDTH XO LAYOUT OX OPPOSITE MIAMI —DADE COUNTY APPROVED MULLION WINDOW WIDTH 1/4- MAX. SHIMS e WOOD BUCK ntntmuu� EXTERIOR WINDOW WIDTH ItNUII111ul� SCREEN OPT. •••••• SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH H.D. Engr: DR. HUMAYOUN FAROOA STRUCTURES FLA. PE # 1_6557 C.A.N. 35 MAY 1 62 PRODUCT REVISED esesendyleu Melds Cede Isz Bete Z h I- d Et 1 •:1 ▪ 1 il •� ' ~, � 'g . • •• " OWel .. 1%i • . • :• s��r • 4 rd ▪ a 6 ou W •, c 3 9) C O Q• y 2 fa 0 9) m 120 .0 $ '0 0 L a z 0 A 3 0 m 0 N S U O 1 N S a m ai k • •• :• Posing Centsil drawing no. W03 -75 (sheet 6 of $ •.•. • • • OOO 000 • •••: .• • • •••.. • • •.•.. .••••• • • ••••.• • • • •• • 7 : j837 J - U 328 • • IV •• ••; - •i • • iC414 ANL \W03 -75ES1 2.330 •� .082 � 2.186 .813 1_1.242 .715 .543 O ALFA (4 • CQRPbhATIQN ENGINEERS & DUL'T dEVELOPMENT 1238 S.W. 87 AVE MIAMI, I LORIDA•33 i 7 4 TILE (31116) 84.8 • FAC (301:? 2F 0 VENT 2 1.434 .813 d. I .147 0 GLAZING BEAD • 250 0 BULB VINYL 082 .9304-1 TOP /BOTTOM RAIL 1.421 • • • • b -1.400 HEAD 1.122 .760 Q .930 FRAME 2.188 .062 9 9 TTT 12 VENT .078 1.230 LATCH .992 -{ •� 1.118 -- 2.375 1.149 • 868 .813 2.996 .813 ) I 062 1W .983 - -, SERIES -2000 ALUM HORIZ. SUDING WDW. (LM.t.) E.S. WINDOWS 5220 N.W. 72 AVE. BAY #4 MIAMI, FL. 33166 TEL. (305) 840 -8857 FAX. (305) 583 -2074 .489 0e 1.250 - JAMB STILE 2.190 .062 b 770 I J) T 7 .500 I - 4 - 2.063 .062 2.268 �I 27 FLUSH FRAME ADAPTER .500 •e� 1.130 0 2.330 STD. FRAME SILL .068 .046 - - O STD. MEETING 1.250 - RAIL .992 -4- 1.118 -+A .450 .813 3.437 2.500 c ) uo! ;d!380p 1 133H5 SIHl 3ONVH3 ON UPDATED FOR 2004 FRC NO CHANGE THIS SHEET NOISV132I TM3P89 1 062 TYP. 2.063 I 2.818 .062 1.630 .930 F --- t t STD. SILL RISER O H.D. r MEETING 1.250 RAIL . 500 .068 2.130 910 Ico 90'11'90 L0'12110 90'z i•sol 2.330 O HI -RISE FRAME SILL .750 ou < to v o 450 2.113 2.392 .082 2.558 2.382 .813 .809 d t 1.875 -�{ £o -Lt-BO mop) ( .1 - J/I :aID3S ( OIWVH i(q %fp 2.941 188 250 1.212 DR HUMAYOUN FAROOQ STRUCTURES F CAN AY 1 6 2008 PRODUCT Ri.EV c�� wi81 °I ��" ISED I I � NIPd 1 , n .992 282 2.330 1.678 ,______r V �-.os2 3 0 .062 1250 FIXED MTG. RAIL o4s 1.098 • 0 SILL TRACK 0 �.969 FRAME JAMB VENT O FRAME 719 L .989J JAMB FIXED drawing no. W03 -75 0 HI -RISE SILL RISER (sheet 7 of 8 • •••••• • • 000000 000000 • • ••••• • • 0 0000 •••••• • • • •••••• • • •••••• • • • a.. VENT TOP /BOTTOM CORNER$ FIXED MTG. RAIL CORNER FRAME TOP CORNER FRAME BOTTOM CORNER Engr: DR. HUMAYOUN FAROOG STRUCTURES FLA. PE # 18557 C.A.N. 3538 1 6 2008 PRODUCT REVISED as complying with the Rath% D M u s Cede Atans Imo aito Dsts Pradeetteealsel y.V u) O . a i %„ . � $ • Irm • : ,. o . 0 •u „ . • ...OS > 8 • • .., Q.4 LI E • • • • -110.M.4 a w � g cn O x N NN E�] • • • • c > c c 0 rA m C 0 a.. w w a 2 0 0 z 0 fA 0 • c drawing no. W03 -75 (sheet 8 of 8 • • 00000 .• • 00000 • • •.. •.. • • ..•.• • . •••.• 00000 • • • ••••.. • • 000000 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) ES Windows LLC 10653 NE Quaybridge Ct. Miami, FL 33138 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buldinacodeonline.com This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTIONS Series -2000 AlumimmutIorizontat Sliding Window — L NLI. APPROVAL DOCUMENT: Drawing No. W03 -75, titled "Series -2000 Alum. Horiz. Sliding Wdw. (L.M.I.) ", sheets 1 through 8 of 8, dated 08/27/03 with revision D dated 05/12/08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING :: Tame and Snail MJssile Impart Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved" or the Product Control Seal, unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 07 0928.13 and consists of this page 1 and evidence pages E -1 and E -2, as as approval document mentioned above. The submitted documentation was reviewed by Manuel Per .E NOA No. 08 0527:13 Expiration Date: November 6, 2013 /' Approval Date: July 10, 2008 Page 1 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W03 -75, Sheets 1 through 8 of 8, titled "Series -2000 Alum. Horiz. Sliding Wdw. (L.M.I.) ", dated 08/27 /03 with revision D dated 05/12/08, prepared by Al -Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of series 2000 aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Test Report No. FTL -5475, dated 01/18/08, signed and sealed by Carlos S. Rionda, P. E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of series 2000 aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Test Report No. FTL -5338, dated 01/17/08, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA #07-0928.13) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test, per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Test Report No. FTL -3809, dated 06/16/03, signed and sealed by Joseph Chan, P. E. (Submitted under previous NOA #034910.02) E -1 Manuel Perez, Product Control Exa er NOA No. 08-0527.13 Expiration Date: November 6, 2013 Approval Date: July 10, 2008 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test, per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Test Report No. )N'I'L -3804, dated 05/15/03, revised & reissued by Fenestration Testing Laboratory dated 08/10/06, all signed and sealed by Joseph Chan, P. E. (Submitted under previous NOA #03- 0910.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004 and 2008, prepared by Al- Farooq Corporation, dated 05/28/08, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas ® Plus" dated 01/03/08, expiring on 01/14/12. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance, dated May 6, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated May 6, 2008, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Report no. FTL -5475, issued by Fenestration Testing Laboratory, Inc., dated January 21, 2008, signed and sealed by Carlos S. Rionda, P.E. G. OTHER 1. Notice of Acceptance No. 07- 0928.13, issued to ES Windows LLC for their Series 2000 Aluminum Horizontal Sliding Window, approved on 05/08/08 and expiring on 11/06/08. E -2 atild Manuel Per = - ' .E. Product Control iner NOA No. 0 ; 27.13 Expiration Date: November 6, 2013 Approval Date: July 10, 2008 ADDL ANCHORS REQD. INTO OR THRU WOOD BUCK INSTALLATIONS ONLY 6" MAX. TYP. HEAD /SILL CORNERS 34 5/8° HEAD & SILL I O I F II II II II II II II II II II O II 30 1/4" D.L OPG. 34 1/4" PANEL WIDTH I1 \ SERIES -3000 ALUM OUTSWING FRENCH DOOR THESE PRODUCTS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. 26 1/16" D.L OPG. 34 11/16° LEAF WIDTH APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDEUTES. SIDE UTES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEET 2 FOR DESIGN LOAD CAPACITIES. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. 144" FRAME WIDTH 68 3/4" FRAME HEAD & SILL 12 MAX. / 34 5/8" FR. HEAD & SILL 30 1/4' D.L. OPG. 34 1/4" PANEL WIDTH SURFACE APPUED FALSE MUNTINS MAY BE USED 0 v ADDL ANCHORS READ. INTO OR THRU WOOD BUCK INSTALLATIONS ONLY HEAD /SILL CORNERS 6' MAX. TM. 0 Ca a -H 41 • TYPICAL ELEVATION$ TESTED UNITS - Y -- 11- - - - It . Yi / FRAME HEAD & SILL 12" 26 1/16" D.L OPG. 71 3/4" FRAME WIDTH 68 3/4" 11 1)1 /I l� Engr. OR. HUMAYOUN FAROOO FLA 61557 CAN. 3538 SEP 2 8 2007 MAX. r 12' MAX. • • • • OS • • • •••• •••••1 • 1 •• •• • • • • • • • • • • •• • 1- 1 NOTE: FLUSH BOLTS ARE CONCEALED ON INACTIVE LEAF AND EXPOSED ON ACTIVE LEAF SEE DETAIL G ON SHEET 5. PRODUCT REVISED as totppiying with the Florida Acceptance Code -O& 'eq Ezpiraton Dates'_ 16, 9 �kK�a L DN �9fittO� Z c z z •• 44 tue• •••s`g' 0 . O. ff411111 • it 4 . O t" o 44 i i . i H alts c Oo c 0 c 0 0 N .0 0 0 0 8 0 (o O 8 4 8 m 8 0 a c drawing no. W04 -51 (sheet 1 of 7 • • • • • • • • • e eeee • • • DESIGN LOAD CAPACITY - PSF STATIONARY PANEL (0) FRAME WIDTH INCHES FRAME HEIGHT FT. /IN. GLASS TYPE T, 'B', 'C' OR '1? EXT. ( +) INT. ( -) 36 8/0 70.0 80.0 39 7/0 70.0 80.0 42 6/8 70.0 80.0 DESIGN D CAPACITY - PSF SINGLE OR DOUBLE AF DOORS WITHOUT SIDEUTES 'A', '8', 'C' OR 'D' GLASS TYPE MAXIMUM DESIGN LOAD RATING = + 70.0 PSF BELOW (FOR SIZES SHOWN OR SMALLER) - 80.0 PSF WIDTHS: HEIGHTS: pA OPG, STANDARD HI-PROFILE HEIGHT FRAME HEIGHT LEAF HEIGHT BOTTOM RAIL BOTTOM RAIL 6/8 79 -3/4 77 -1 69 -1/1 65 -5/16" 8/0 95 -3/4" 93 -1/4" 85 -1/16 81 -5/16" NOMINAL WIDTH FRAME WIDTH LEAF WIDTH DAYUTE OPG. 2/6 (x) 31 -1/2 28- 11/16' 20 -1/16 3/0 (X) 37 -1/2" 34- 11/16' 26 -1/16" 5/0 (XX) 59 -3/4 28- 11/16 20 -1/16 6/0 000 71 -3/4 34- 11/16" 26 -1/16' DESIGN LOAD CAPACITY - PSF SINGLE OR DOUBLE LEAF DOORS WITH SIDEIJTES GLASS TYPE 'A', 'B', 'C' OR 'D' SIDEJTE WIDTH FRAME HEIGHT UNREINFORCED MULLION REINFORCED MULLION INCHES FT. /IN. EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) 24 70.0 80.0 70.0 80.0 27 70.0 80.0 70.0 80.0 30 70.0 80.0 70.0 80.0 33 6/8 70.0 80.0 70.0 80.0 36 70.0 80.0 70.0 80.0 39 70.0 80.0 70.0 80.0 42 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 7/0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 18 70.0 78.9 70.0 80.0 21 70.0 74.8 70.0 80.0 24 70.0 71.1 70.0 80.0 27 8/0 67.9 67.9 70.0 80.0 30 65.0 65.0 70.0 80.0 33 62.4 62.4 70.0 78.9 36 60.1 60.1 70.0 76.0 NOTE: FOR DOORS WITH SIDELITES USE SIDEUTE RATING TO QUAUFY DOOR & SIDEUTES. SIDEUTE WIDTH SIDEUTE WIDTH DOOR WIDTH OVERALL UNIT WIDTH (OUW) OVERALL UNIT WIDTH (OUW) SIDELITE WIDTH = OUW - DOOR WIDTH SEE SHEET 4 FOR GLASS TYPES DESCRIPTION. PRODUCT REVISED XXO / i \ \ \ _ rE � . - NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300 -02 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 f 28 2007 drawing no. W04 -51 w x FRAME WIDTH (0) • ••• • • • • • • • • y1 La 3/16 X 1 -1/2 WEEP SLOT 1 /SILL AT SIDEUTES TYPICAL ANCHORS SEE ELEV. FOR SPACING STATIONARY UNITS TYPICAI4 ANCHORS SEE ELEV. FOR SPACING w i METAL STRUCTURE 3/16 X 1 - 1/2 " WEEP SLOT 2/ SILL AT XX DOORS 1/ SILL AT X DOORS OPERABLE UNITS TYPICAL ANCHORS SEE ELEV. FOR SPACING TTYYP�ICAL ANCHORS SEE ELEV. FOR SPACING 2a _ N HI— PROFILE BOTTOM RAIL APPUCABLE TO STATIONARY AND OPERABLE UNITS Engr. DR. HUMAYOUN FAROQQ STRUCTURES FIA. PE # 18557 CAN. 3538 SEP 2 8 2007 •••• • • • • • • • • • • • • • •. • • •• . . Rumor REVIS D as otowiying with ti*> Buiding Code Acxphusee o67 -0 01 Espir*tiea Dote By l It - w %+L Mh1od Datil PiiMtaot Division • • • • •. •. • • 9 a z U C c ID c O 0 .> c 0 a • co A .0 O O 0 0 0 Q 0 N 0 m 0 0 1 drawing no. W04 -51 (sheet 3 of 7 ••••• .� • •• • • • •••• • • • • • E' m CO e 3/18" H.S. GLASS .090" INTERLAYER 'DUPONT SENTRYGLAS PLUS' 3/16" H.S. GLASS GLASS TYPE 'A' TYPICAL ANCHORS SEE ELEV. FOR SPACING a 4 SIUCONE DOW CORNING 795 U to to 3/18" H.S. GLASS .090" INTERLAYER 'DUPONT BUTACITE PVB' 3/16" H.S. GLASS TYPICAL ANCHORS SEE ELEV. FOR SPACING SIUCONE DOW CORNING 795 1/8" H.S. GLASS .090" INTERLAYER 'DUPONT BUTACITE PVB' 1/8" H.S. GLASS GLASS TYPE 'B' GLASS TYPE 'C' GLAZING OPTIONS SIUCONE DOW CORNING 795 MIAMI —DADE COUNTY APPROVED MUWON & MUWON ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/5" H.S. GLASS .090" INTERLAYER 'DUPONT BUTACITE PVB' 5/32" H.S. GLASS GLASS TYPE 'D' SIUCONE DOW CORNING 795 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. • WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS.. • •. .• ... SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE /ALUMINUM COLORED SIUCONE. Engr DR. HUM YOUN FAROOQ FLA. PE _1_8557 C.A.N. 3553388 SEP 2 8 2007 • • • • • • •. • • • • • • • • . • •. . • • •.• •. • • . • • • •• • TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1 TAPCONS BY ELCQ INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4 MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR SELF DRIWNG SCREWS INTO METAL STRUCTURES 5 I ttL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #14 SMS OR SELF DRILLING SCREWS INTO DADE COUNTY APPROVED MULLIONS (MIN. THK. = .090") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1 MIN. INTO METAL STRUCTURE = 5/8" MIN. PRODUCT with t ffie1 Safi* Code 2 •.61 am:Andes Date Miami Da Pin tact Control Division Z 1- km: . 1 m.1 • ' LL O •.r• v a t1 o rtVg 0 4 4 IL 4 ..1 aM4• gi to 0 a. 0 0 N g 6 c O a •c 0 b 2 0 LL 0 0 o m c • • drawing no. W04-51 (sheet 4of 7 ) • •. 0 • • 000. •• • • • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE 1/4" MAX. SHIM SPACE #10 X 3/4" SMS 6" FROM ENDS & 14 0.C. MAX. D.L OPG. SIDEUTE PANEL WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING REINFORCED MULLION SEE CHART ON SHT. 2 FRAME WIDTH .96" X 2" X .96" X 1/8 FULL LENGTH STL CHANNEL (STEEL TO BE PAINTED OR PLATED) 0 J 1BY WOOD BUCK 1/4" MAX. SHIM SPACE D.L OPG. LEAF WIDTH FRAME WIDTH EXTERIOR (x) ACTIVE LEAF D.L. OPG. LEAF WIDTH EXTERIOR ( 0)00 ) ACTIVE LEAF TYPICAL ANCHORS SEE ELEV. FOR SPACING OPTIONAL TRIM PRODUCT REVISED as costplybig with the- Buldfkg Code Audlpttan®e 0 ?- 05 -09 Expiration -„Sgt 1.4 M� Division INTERIOR EXPOSED FLUSH BOLTS AT 10" FROM EACH END CONCEALED FLUSH BOLTS AT 10" FROM EACH END IN— ACTIVE LEAF MUWON REINFORCING CHANNEL .96 X 2" X .98" X 1/8" FULL LENGTH (STEEL TO BE PAINTED OR PLATED) Engr: DR. HUMAYOUN FAROOQ STRUCTURES FLA. 18557 C.A.N. 3538 P E 8 2007 (FLUSH BOLTS AT ACTNE AND INACTIVE LEAFS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING) • • . .. UNREINFORCED MUWON H SEE CHART ON SHT. 2 REINFORCED MULLION SEE CHART ON SHT. 2 x -0 ) • • • • • •• • ••.• • • •• .• • • • • •• • • • i F a.••• Q I•.•. _ CC o • •••• J O. 61.4 1 v a a� 01.0:g 0 LIE e � ' m a v 0 c ti (Ni tn M 4 )- 0m W 3N m o� ' g Z _ 3 _`D a • N N Lai O o. 0 a 0) c 0 • m m 0 '- v v 0 8 4 0 C 0 O • I • 0 z drawing no. W04 -51 (sheet 5of 7 . • l ••• • • • 1•••• • •. • • • • ITEM # PART # QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER/REMARKS 1 ES3001 -1 1 FRAME HEAD 6063 -T6 - 2 ES3001 -2 2 DOOR FRAME JAMB 6063 -T6 - 3 ES3002 -1 1 DOOR FRAME SILL 6063 -T5 - 4 ES3003 -1 AS REQD. SIDEUTE ADAPTER 6063 -T6 - 5 ES3004 AS REQD. SHEAR PLATE 0 ANCHOR LOCATIONS 6063 -T6 3" LONG • • 8 ES3005 -1 2/ LEAF TOP AND BOTTOM RAIL 6063 -T5 - ••.' ' s 6A ES3024 2/ LEAF HI- PROFILE BOTTOM RAIL 6063 -T5 - • 7 ES3006 -1 1/ LEAF DOOR LEAF JAMB - HINGE SIDE 6063 -T5 - 8 ES3007 -1 1/ LEAF DOOR LEAF - LOCK SIDE 6063 -T6 - • .." • •••• 9 ES3007 -2 1/ LEAF DOOR LEAF - KEEPER SIDE 6063 -T6 - 0004100 10 ES3008 -1 AS REQD. SIDEUTE STILE 6063 -T5 - ••'••' 11 FB -1202 -914 2/ LEAF EXPOSED FLUSH BOLT STEEL SUWVAN & ASSOCIAT8 •••. 12 FB- 1202 -914 2/ LEAF CONCEALED FLUSH BOLT STEEL. SUWVAN & ASSOCIAT@S • 13 ES3011 AS REQD. JAMB TRIM 6063 -T5 OPTIONAL • • • • 14 ES3012 1 SILL COVER 6063 -T6 - 15 ES3013 2/ LEAF WEATHERSTRIP ADAPTER 6063 -T5 - 18 ES3014 -1 4/ PANEL PANEL CLAMP 6083 -T6 - 17 ES3003 -3 3/ OPER. LEAF HINGE ASSEMBLY 8063 -T6 - 19 - - DOOR LOCK (SAVANNAH 2O1SL) - YALE 20 - - DEAD BOLT LOCK (PREMIER) - YALE 21 W22321 NG AS REQD. FIN -SEAL PILE WSTRIPPING - ULTRAFAB 22 ES3020 AS REQD. BULB WEATHERSTRIPPING VINYL AT SIDEUTE PANELS 23 - 1/ HINGE HINGE REINFORCING BAR ALUMINUM 1- 1/4"X1/8"X4 -1 LONG 24 - AS REQD. HINGE REINFORCING BAR ALUMINUM 1/8" THK. X 7 -7/8" LONG 25 - 2/ LEAF 3/8" DIAL THREADED ROD W/ NUTS STEEL - 26 - AS REQD. FRAME ASSY. SCREWS - #10 PAN HEAD SMS 27 - AS READ. MUWON REINFORCING CHANNEL A36 STEEL - 28 ES4014 AS REQD. BOTTOM RAIL GLASS STOP NEOPRENE - 29 E54019 AS REQD. PANEL SIUCONE STOP NEOPRENE - 30 - AS REQD. 3/8" DIA. X 1/8" HT. BUMPER SIUCONE FRANK LOWE RUBBER CO. 31 ES4013 AS REQD. WEDGE GASKET - - 32 ES3022 2/ STILE FLUSH BOLT BRACKET 6083 -T5 - 33 - 2/ BET. BRACKET INSTALLATION SCREWS - #10 X 1° FH SMS 34 Q /LON AS REQD. DOOR PANEL W'STRIPPING - SCHLEGEL 1 -0- 2.016 r 0 02 FRAME HEAD /JAMB 1.608 .388 1.500 15 WEATHERSTRIP ADAPTER 4.000 .913 to-1.750 !-"- 590 © TOP /BOTTOM RAIL .078 3.500 4.000 0 FRAME SILL -1 1.145 .082 I 1 I( 5 - .4 .927 h.- ta SILL COVER 1.750 .094 4.000 Q HINGE STILE 1 .590 .105 31 WEDGE GASKET (SCA-E 1.1) 3.350 -.078 csv .395 2.674 --�f 4 05 SHEAR PLATE 0 JAMB TRIM (OPTIONAL) 1 .112 .250 1.531 1 PANEL CLAMP SIDE UTE STILE Q C LOCK STILE /KEEPER STILE 2 1 000 . L 2.000 2.125 0.375 .688 + 0.312 + ,688 2.125 0 3 PIECE HINGE 3.375 .125 MUWON 27 REINF. CHANNEL 3.350 0 SIDEUTE ADAPTER 7.250 .078 -� 590 i r .913 o- l ! L b -1.750 - 7.750 Q HI- PROFILE BOTTOM RAIL Engr. DR. �HUUf� U FARE FLA. PE _1 _6557 C.A.N. 3536 SEP 2 8 2007 PRODUCT REVISED As .. tyiug w'i* the F7arddg l t r Code Aottptanet No07- Eseiradon Gate,,_ J *101.6 I. LC.si„..t, Miami Dad& Mellott Control Division V � ref 5 1 1 6 W 4 a 3 m 0 v • 0 0 0 0 0 i` 2 0 8 0 • M 1 1 drawing no. W04 -51 (sheet 6 of 7 • • •. • • • • • • • • • • • • • 00 • FRAME TOP CORNER FRAME BOTTOM CORNER DOOR LEAF CORNER Engr: DR. HUUAYOUN FAROOQ STRUCTURES F.A. i PE # 16557 C.A.N. 3538 SEP 2 8 2007 PRODUCT NM= se ea q whi the flodda Mehtbg Cede Aet stance No b 7- o $` Expiration Date By [ L 451. (Igor ‘t Miami Da Pr nct Control Division • • • • •• • •••• • • • ••• •. •. • • • • • • •• • act • • y �V m o • � OS n••••8 o o • 0 1418 rot G a ; a6Vigi a 1 ) C 0, 0 Ts c n 03 m 0 0 O O W N N 2 a n 0 m v OD 0 drawing no. W04 -51 (sheet 7 of 7 0. • O • U • • • � •••• • • 1111. . • • • • •1 1. • M IAMI-0 COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) E.S. Windows, LLC 10653 NE Quaybridge Ct. Miami, F133138 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline com This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami- -Dade County Product Control Division (In 1VFiami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series_ "3000" Aluminum Outswing French Doors w / wo Sidelites APPROVAL DOCUMENT: Drawing No. W04 -51, titled "series -3000 Alum Outswing French Doors (LMI) ", sheets 1 through 7 of 7, prepared by Al Farooq Corporation, dated 06 -10-04 and last revised on Sep 28, 2007, signed and sealed by Dr. Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Limitation:l. Door installation require total four (4) flush bolts for double doors & two(2) for single doors LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 04- 0712.02 consists of this . age 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by I. Chanda, P.E. NOA No 07- 0828.09 Expiration Date: September 16, 2009 Approval Date: October 25, 2007 Page 1 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 04- 0712.02) 1. Manufacturer's die drawings and sections. 2. Drawing No. W04 -51, titled "series -3000 Alum Outswing French Doors (LMT)" sheets 1 through 7 of 7, prepared by Al- Farooq Corporation, dated 06 -10-04 and last revised on Sep 28, 2007, signed and sealed by Dr. Humayoun Farooq, P.E. (Note: the revision consists of an additional glazing & hi- bottom rail options) B. TESTS (transferred from file # 04-0712.02) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test, per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawing and installation diagram of aluminum outswing French door, prepared by Fenestration Testing Laboratory, Inc., No. FTL -3947 & FTL -3955, dated 02/04/04, both signed and sealed by Edmundo J. Largaespada, P.E. 2. Additional test report: Test report No. FTL -5164 per TAS 201/203 -94, issued by Fenestration Testing Laboratory, Inc, dated 08/01/07, signed & sealed by Carlos S. Roinda, P. E. C. CALCULATIONS (transferred from file # 04- 0712.02) 1. Anchor verification calculations and structural analysis, prepared by Al Farooq Corporation, dated 04 /09/07 signed and sealed by Dr. Humayoun Farooq, P.E. 2. Glazing complies w/ ASTMS- 1300-02 D. QUALITY ASSURANCE BY: 1. Miami -Dade County Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.05- 1208.02 issued to E.I. DuPont DeNemours for "Butacite PVB Interlayer ", expiring on 12 -11 -2010 2. Notice of Acceptance No.06- 1205.10 issued to E.I. DuPont DeNemours for "SentryGlas Plus ", expiring on 01 -14 -2008. F. STATEMENTS 1. Addendum letter dated September xx, 2007, issued by Fenestration testing lab, signed & sealed by Carlos S. Roinda, P. E. 2. Statement letter of conformance and "No financial interest ", dated 06/11/07, signed and sealed by Dr. Humayoun Farooq, P.E. 3. Laboratory compliance statements, part of the above referenced test reports. G. OTHER 1. This NOA revises NOA # 04 - 0712.02, expiring September 16, 2009. 2. Test proposal approved by BCCO dated 02/06/06 & 07/31/07. E -1 0 44.14.L. haq 1. Channda, P.E. Product Control Examiner NOA No 07- 0828.09 Expiration Date: September 16, 2009 Approval Date: October 25, 2007 MULUON SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI -DADE COUNTY APPROVED IMPACT AND NON - IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES; THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WTTH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MUWONS MUST MEET THE APPUCABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD. WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO. TILE Erc.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4 (SUPPLEMENT 2005). INSTRUCTIONS: STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 USE CHARTS AND GRAPHS AS FOLLOWS. DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE MIAMI -DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MUWON AS PER PRODUCT APPROVAL USING CHARTS ON SHEET 3 SELECT MUWON SIZE WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEETS 5 THRU 8 AND ANCHOR CHARTS ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. 3.000 4.000 5.000 6.000 0 t► lex 2.000 TYPICAL WINDOW FRAME TUBULAR SHAPES ALLOY = 6063 -T6 3.000 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING Engr. DR. HUMAYOIIN FAROOQ STRUCTURES FIA. PE J 16557 C.A.N. 3538 JAM 1 5 2007 TYPICAL GLAZING PRODUCT 1.000 b pd.. / •of • • • • • • ••• . • • •• • • • • • • • • Z ° 1. W ••• • rt 0 .4. 0 0 ••••`- c •1 G •ca • ce o 0a4- as • tr Ili J O 000 •j (n z 0 J J W CO 3 3 Z 3 - MirgOolle w c 0 a) 3 0 N M 0, 7 r g Q m IiJ > C.O o ~ T � m 3z I ' - cv . W 17) 5 0 0 a c U 0n a m 0 0 8 0 8 0 0 0 m N N 0 c drawing no. M04 -04 (sheet 1 of 8 •••••• • •• • • • • • • • • • • • 3.000 1 X 3 STD. MULLION 6063 —T6 ANGLE CLIP 6063 —T5 I°— 2.000 �I 1 X 4 STD. MULLION 6063 —T6 2 X 3 STD. MULLION 6063 —T6 1 X 4 CUSTOM MULLION 6063 —T6 2 X 4 STD. MULLION 6063 —T6 2 X 5 STD. MULLION 6063 —T6 2 X 6 STD. MULLION 6063 —T6 2.000 2 X 6 HEAVY MULLION 6063 —T6 Z 0 J J 3 W CO 1- F- 3 Z 3 J 2.000 .720 .125 - 2.750 3.750 NOTCH OPTIONAL MULLION CLIP 6063 —T6 .156 TYP. NOTCH OPTIONAL MULLION CUP 6063 —T6 1.405 3.250 DR. HUMAYOUN FAR00Q STRUCTURES Fl-A- PE 4 16557 C.A.N. 3538 JAM 1 5 2007 PROIDUCT NEVIS ED Stift Cede Aebboteare N. o6 -D9 /1 or illspiredve Dote Sop 4 1 J L INdefie C O .y m 0 N 0 0 C L U N v m v O e O U 1 drawing no. M04 -0 (sheet 2 of 8 ) • • 00000 • • • • • • • • • • DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WINDOW DIMS. WIDTH (W) 19 -1/8" 26 -1/2" 30 37" 42" 48 54" 60" 66 72" 19 -1/8 26 -1/2" 30" 37" 42" 48" 54" 60 66 72 19 -1/8" 26 -1/2 30" 37" 42 48" 54 60" 66 72 19 -1/8" 26 -1/2 30" 37" 42 48 54" 60 66" 72" MULL SPAN 38 -3/8 50 -5/8 58 63" 1 X 3 STD. 150.0 150.0 150.0 150.0 149.6 130.9 116.3 104.7 95.2 87.3 150.0 136.2 120.3 97.6 85.9 75.2 66.8 60.2 54.7 50.1 143.8 103.8 91.7 74.3 65.5 57.3 50.9 45.8 41.7 38.2 121.9 88.0 77.7 63.0 55.5 48.6 43.2 38.8 35.3 32.4 1 X 4 STD. 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 140.1 150.0 150.0 150.0 150.0 138.0 120.8 107.3 96.6 87.8 80.5 150.0 150.0 147.2 119.3 105.1 92.0 81.8 73.6 66.9 61.3 150.0 141.2 124.8 101.2 89.1 78.0 69.3 62.4 56.7 52.0 1 X 3 CUSTOM 2 X 3 STD. 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 146.8 134.6 150.0 150.0 150.0 150.0 132.6 116.0 103.1 92.8 84.4 77.3 150.0 150.0 141.4 114.7 101.0 88.4 78.6 70.7 64.3 58.9 150.0 135.7 119.9 97.2 85.6 74.9 66.8 59.9 54.5 49.9 1 X 4 CUSTOM 2 X 4 STD. 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 141.2 128.4 117.7 150.0 150.0 150.0 150.0 150.0 134.5 119.5 107.6 97.8 89.6 150.0 150.0 150.0 147.9 130.3 114.0 101.3 91.2 82.9 76.0 2 X 5 STD. 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 136.8 125.4 150.0 150.0 150.0 150.0 150.0 150.0 141.8 127.6 116.0 106.3 2 X 6 STD. 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 140.8 2 X 6 HEAVY 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) ALL LOADS ARE EXT.( +) /INT.( -). DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WINDOW DIMS. WIDTH (W) 19 -1/8" 26 -1/2" 30 37" 42" 48" 54" 60 66" 72" 19 -1/8 26 -1/2" 30 37" 42" 48" 54" 60 66° 72 19 -1/8 26 -1/2 30 37 42" 48° 54" 60" 66" 72" 19 -1/8" 26 -1/2" 30" 37" 42" 48 54" 60 66 72 MULL SPAN 74 -1/4" 84 • 96 108 1 X 3 STD. 74.6 53.8 47.5 38.5 33.9 29.7 26.4 23.8 21.6 51.5 37.2 32.8 26.6 23.4 20.5 34.5 24.9 22.0 24.2 1 X 4 STD. 140.9 101.7 89.8 72.8 64.2 56.1 49.9 44.9 40.8 37.4 110.1 79.4 70.2 56.9 50.1 43.9 39.0 35.1 31.9 29.2 74.0 53.4 47.2 38.2 3.3.7 29.5 26.2 23.6 21.4 51.9 37.5 33.1 26.9 23.7 20.7 1 X 3 CUSTOM 2 X 3 STD. 115.1 83.1 73.4 59.5 52.4 45.9 40.8 36.7 33.4 30.6 79.5 57.4 50.7 41.1 36.2 31.7 28.2 25.3 23.0 21.1 53.3 38.4 34.0 27.5 24.3 21.2 37.4 27.0 23.9 1 X 4 CUSTOM 2 X 4 STD. 150.0 148.6 131.3 106.4 93.8 82.1 72.9 65.6 59.7 54.7 150.0 116.1 102.6 83.2 73.3 64.1 57.0 51.3 46.6 42.7 108.1 78.0 68.9 55.9 49.2 43.1 38.3 34.4 31.3 28.7 75.9 54.8 48.4 39.2 34.6 30.2 26.9 24.2 22.0 20.2 2 X 5 STD. 150.0 150.0 150.0 148.9 131.2 114.8 102.1 91.8 83.5 76.5 150.0 150.0 143.5 116.4 102.5 89.7 79.7 71.8 65.2 59.8 150.0 124.4 109.9 89.1 78.5 68.7 61.0 54.9 49.9 45.8 132.7 95.8 84.6 68.6 60.4 52.9 47.0 42.3 38.5 35.3 STD. 150.0 150.0 150.0 150.0 150.0 150.0 135.2 121.7 110.6 101.4 150.0 150.0 150.0 150.0 135.8 118.8 105.6 95.1 86.4 79.2 150.0 150.0 145.6 118.0 104.0 80.9 72.8 66.2 60.7 150.0 130.2 115.0 93.3 82.2 71.9 63.9 57.5 52.3 47.9 HEAVY 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 145.6 150.0 150.0 150.0 150.0 150.0 150.0 148.6 133.7 121.6 150.0 150.0 150.0 150.0 150.0 132.1 117.4 105.7 96.1 88.1 MULLIONS 2 DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WINDOW DIMS. WIDTH OW) 19-1/8" 26-1/2" 30" 37" 42" 48" 60" 72" 26-1/2" 48" 60" 72" 26-1/2" 30" 37" 42" 54" 72" MULL SPAN 144" STD. STD. 37.9 27.3 24.1 28.5 20.5 21.9 CUSTOM STD. 27.3 20.5 CUSTOM STD. 55.3 39.9 35.3 28.6 25.2 22.0 41.6 30.0 26.5 21.5 32.0 23.1 20.4 STD. 96.7 69.8 61.7 50.0 44.1 38.5 34.3 30.8 28.0 25.7 72.7 52.5 46.3 37.6 33.1 29.0 25.7 23.2 21.1 56.0 40.4 35.7 28.9 25.5 22.3 STD. 146.1 105.5 93.2 75.5 66.5 58.2 51.8 46.6 42.3 38.8 115.6 83.4 73.7 59.7 52.6 46.1 40.9 36.8 33.5 30.7 64.3 56.8 46.0 40.5 35.5 31.5 28.4 25.8 23.6 HEAVY 150.0 150.0 135.4 109.8 96.7 84.6 75.2 67.7 61.5 56.4 150.0 118.0 104.3 84.5 74.5 65.2 57.9 52.1 47.4 43.4 ARCHES TO BE INSCRIBED RODE RECTANGULAR SHAPE GLAZING PRODUCT VERTICAL MUWON GLAZING PRODUCT TYPICAL MULLION ARRANGEMENTS W2 STRUCTURES FA PE # 16557 CAN. 3538 JAN 1 6 2001 aspilybewallitbs MM. ra 2 01 n 000, • 4: : 0 8 11 • ••• • 0: • CYR 0 CO > (0 VI C r Z 40 0 o S S. drawing no. M04-04 sheet 3 of 8 tn DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A B C D E 19 -1/8" 26.1/2" 30" 37" 42" 48 54" 60 66 72" 74-1/4" 114.4 150.0 150.0 150.0 150.0 82.6 150.0 116.5 150.0 150.0 72.9 145.8 102.9 150.0 150.0 59.1 118.3 83.4 150.0 150.0 52.1 104.2 73.5 147.0 150.0 45.6 91.2 64.3 128.6 150.0 40.5 81.0 57.2 114.4 133.6 36.5 72.9 51.5 102.9 120.2 33.1 66.3 46.8 93.6 109.3 30.4 60.8 42.9 85.8 100.2 19 -1/8 26 -1/2" 30" 37" 42" 48" 54 60" 66" 72" 132 101.1 150.0 142.7 150.0 150.0 73.0 145.9 103.0 150.0 150.0 64.5 128.9 91.0 150.0 150.0 52.3 104.5 73.8 147.5 150.0 46.0 92.1 65.0 130.0 150.0 40.3 80.6 56.9 113.7 132.9 35.8 71.6 50.5 101.1 118.1 32.2 64.5 45.5 91.0 106.3 29.3 58.6 41.4 82.7 96.6 26.9 53.7 37.9 75.8 88.6 19 -1/8" 26 -1/2" 30" 37" 42" 48" 54 60 66 72 88.5 150.0 124.9 150.0 150.0 63.8 127.7 90.1 150.0 150.0 56.4 112.8 79.6 150.0 150.0 45.7 91.5 64.5 129.1 150.0 66.7 40.3 80.6 56.9 113.7 132.9 96" 35.3 70.5 49.8 99.5 116.3 51.9 31.3 62.7 44.2 88.4 103.3 46.7 28.2 56.4 39.8 79.6 93.0 42.4 25.6 51.3 36.2 72.4 84.5 38.9 23.5 47.0 33.2 66.3 77.5 19 •1/8" 26 -1/2" 30" 37" 42 48 54 60 66" 72" 134.8 78.6 150.0 111.0 150.0 150.0 97.3 56.8 113.5 80.1 150.0 150.0 85.9 50.1 100.3 70.8 141.5 150.0 69.7 40.6 81.3 57.4 114.7 134.1 61.4 35.8 71.6 50.5 101.1 118.1 108" 31.3 62.7 44.2 88.4 103.3 47.7 27.9 55.7 39.3 78.8 91.9 43.0 25.1 50.1 35.4 70.8 82.7 39.1 22.8 45.6 32.2 64.3 75.2 35.8 20.9 41.8 29.5 59.0 68.9 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A B C D E 19 -1/8" 26 -1/2" 30 37 42" 48" 54 60 66" 72" 120 70.8 141.6 99.9 150.0 150.0 51.1 102.2 72.1 144.2 150.0 45.1 90.2 63.7 127.4 148.8 36.6 73.2 51.6 103.3 120.6 32.2 64.5 45.5 91.0 106.3 28.2 56.4 39.8 79.6 93.0 25.1 50.1 35.4 70.8 82.7 22.6 45.1 31.8 63.7 74.4 20.5 41.0 28.9 57.9 67.6 - 37.6 26.5 53.1 62.0 19.1/8 26 -1/2" 30 37" 42" 48" 54 60" 66 72" 132 64.3 128.7 . 90.8 150.0 150.0 46.4 92.9 65.5 131.1 150.0 41.0 82.0 57.9 115.8 135.3 33.3 66.5 46.9 93.9 109.7 29.3 58.6 41.4 82.7 96.6 25.6 51:3 36.2 72.4 84.5 22.8 45.6 32.2 64.3 75.2 20.5 41.0 28.9 57.9 67.6 - 37.3 26.3 52.6 61.5 - 34.2 24.1 48.2 56.4 19 -1/8" 26 -1/2" 30 37" 42" 48 54" 60" 66 72" 59.0 118.0 83.2 150.0 150.0 42.6 85.1 60.1 120.2 140.4 37.6 75.2 53.1 106.1 124.0 30.5 61.0 43.0 86.1 100.5 66.7 26.9 53.7 37.9 75.8 88.6 144" 23.5 47.0 33.2 66.3 77.5 51.9 20.9 41.8 29.5 59.0 68.9 46.7 - 37.6 26.5 53.1 62.0 42.4 - 34.2 24.1 48.2 56.4 38.9 - 31.3 22.1 44.2 51.7 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A 13 C D E 19-1/8" 26 -1/2" 30" 37" 42" 48 54" 60 66" 72 38-3/8" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 141.1 150.0 150.0 150.0 150.0 114.4 150.0 150.0 150.0 150.0 100.8 150.0 142.2 150.0 150.0 88.2 150.0 124.5 150.0 150.0 78.4 150.0 110.6 150.0 150.0 70.5 141.1 99.6 150.0 150.0 64.1 128.3 90.5 150.0 150.0 58.8 117.6 83.0 150.0 150.0 19-1/8 26-1 30" 37" 42" 1.8" 54" .60 66" 72" 50 -5/8" 150.0 150.0 150.0 150.0 150.0 121.1 150.0 150.0 150.0 150.0 107.0 150.0 150.0 150.0 150.0 86.7 150.0 122.4 150.0 150.0 76.4 150.0 107.8 150.0 150.0 66.8 133.7 94.3 150.0 150.0 59.4 118.8 83.9 150.0 150.0 53.5 107.0 75.5 150.0 150.0 48.6 97.2 68.6 137.2 150.0 44.6 89.1 62.9 125.8 147.0 191/8" 26.1/2" 30" 37 42 48 54 30 66" 72" 146.4 150.0 150.0 150.0 150.0 105.7 150.0 149.2 150.0 150.0 93.4 150.0 131.8 150.0 150.0 75.7 150.0 106.8 150.0 150.0 66.7 133.4 94.1 150.0 150.0 58.3 116.7 82.3 150.0 150.0 51.9 103.7 73.2 148.4 150.0 46.7 93.4 65.9 131.8 150.0 42.4 84.9 59.9 119.8 139.9 38.9 77.8 54.9 109.8 128.3 19 -1/8" 26 -1/2" 30 37" 42" 48" 54" 60 66 72 134.8 150.0 150.0 150.0 150.0 97.3 150.0 137.3 150.0 150.0 85.9 150.0 121.3 150.0 150.0 69.7 139.4 98.3 150.0 150.0 61.4 122.8 86.6 150.0 150.0 63" 53.7 107.4 75.8 150.0 150.0 47.7 95.5 67.4 134.8 150.0 43.0 85.9 60.6 121.3 141.7 39.1 78.1 55.1 110.3 128.8 35.8 71.6 50.5 101.1 118.1 �� GLAZING i PRODUCT �� 4. `.N GLAZING PRODUCT - ` ANCHOR DETAIL #1 GLAZING PRODUCT ANCHORS A,B,C,D OR E MUWON SPAN ALL LOADS ARE EXT.( +) /INT.( -). NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 8. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS ANCHORS A,B,C,D OR E GLAZING PRODUCT VERTICAL MUWON GLAZING PRODUCT W1 ANCHORS A,B,C,D OR E W2 0 3 TYPICAL MULLION ARRANGEMENTS WIDTH (W) - W1 2 W2 ANCHORS TYPE A,B,C,D OR E HORIZONTAL MUWON ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE Engr. DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 16557 C.A.N. 3538 JAN 1 5 2007 PRODUCT NEVIS= * iht Raft b ra C4 Or n Dale s t • L1414J.. r oet Mad Z n 0 z • ...,l • I� IL ••• � • • • 2 N •• a .. • d d •• •• ? , a • • • • . Q . . .•• • . •••I 0 V • ••••, •Q •! • • • p• • • ••••' :0 a d . 14 a: In •c�+ i ••• ' •a W rt. to O c 0 O1 .; 0 0 0. 0 H 0) 0 a .0 0 0 . O c 0 co co O x 0 0 CO 0 m U drawing no. M04-04 sheet 4 of 8 ALUMINUM. TUBE MULLIONS NO CHANGE THIS SHEET EDGE DIST. • 1; MIN. II II II 1I U u I I I I JAN 1 5 2007 drawing no. M04 -04 sheet 5 of 8 1 -7/8" MIN. I EDGE DIST. 1" MIN. 1/4 TAPCONS 1 -1/4" MIN. EMBED INTO MASONRY 2 PER CUP (1 ON EACH WING) ALTERNATE ANCHOR LOCATION 18Y OR 2BY WOOD BUCK 1/4 TAPCONS 1 -3/8" MIN. WOOD PENETRATION 2 PER CUP (1 ON EACH WING) Fr _■••0 II 11 1I I1 U u I I I I WOOD STRUCTURE ANCHORS TYPE 'A' 1/4 TAPCONS 1 -1/4 MIN. EMBED INTO MASONRY 1 PER ANGLE FLOATING CLIP SNUG FIT INSIDE MULL #14 SMS 1 -3/4" O.C. MIN. 2 PER ANGLE 1/4" TAPCONS 1 -3/8" MIN. WOOD PENETRATION 1 PER ANGLE FLOATING CUP SNUG FIT INSIDE MULL #14 SMS 1 -3/4" O.C. MIN. 2 PER ANGLE 2 X 2 X 1/8" ALUM ANGLE 2 X 2 X 1/8" ALUM ANGLE 2 -3/8 MIN. 1 MIN. 1 MIN. ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. 1/4 TAPCONS 1 -1/4 MIN. EMBED INTO MASONRY 2 1/4" 4 PER CUP (2 ON EACH WING) 1 BY WOOD BUCK 1/4" TAPCONS 1 -3/8" MIN. WOOD PENETRATION 4 PER CUP (2 ON EACH WING) 2 BY WOOD BUCK ANCHORS TYPE 'B' 1/4 TAPCONS 1 -1/4 MIN. EMBED INTO MASONRY 2 PER ANGLE N FLOATING CUP SNUG FIT INSIDE MULL #14 SMS 1 -3/4" O.C. MIN. 2 PER ANGLE 1/4" TAPCONS 1 -3/8 MIN. WOOD PENETRATION 2 PER ANGLE FLOATING CUP SNUG FIT INSIDE MULL #14 SMS 1 -3/4 O.C. MIN. 2 PER ANGLE •• • •• • • • • • • 2 X 2 X 1/8 ALUM ANGLE • • 2 X 2 X 1/8 ALUM ANGLE •• ISINKICT pSj4w Mat 1 Code theP &plash* Dote S. Dade Dividen • • • • • • • • • •• • • • • ALTERNATE ANCHOR LOCATION 1/4" TAPCONS 1-1/2' MIN. EMBED INTO MASONRY 2 PER CUP (1 ON EACH WING) 2 -1/2" MIN. EDGE DIST. MIN. a: • " • • 3' MIN. ANCHORS TYPE 'C' _ FLOATING CUP SNUG FIT INSIDE MULL 1/4" TAPCONS 1 -1/2" MIN. EMBED INTO MASONRY 1 PER ANGLE #14 SMS 2" O.C. MIN. 2 PER ANGLE 1/4" TAPCONS 1 -1/2" MIN. EMBED INTO MASONRY 2 PER CUP (1 ON EACH WING) 2 X 2 X 1/8" ALUM ANGLE 2 -1/2" MIN. EDGE DIST. ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MUWONS. TAPCONS MAY BE HEX OR FLAT HEAD. ANCHORS TYPE 'D' FLOATING CUP SNUG FR INSIDE MULL 1/4" TAPCONS 1 -1/2" MIN. EMBED INTO MASONRY 2 PER ANGLE LOCATION OF SCREWS CONNECTING ANGLES TO TUBES drawing no. M04 -04 sheet 6 of 8 •0 • • • • • • • • • • 2-1/2" MIN. EDGE DIST. MIN. 0 5/16" TAPCONS 1 -3/4° MIN. EMBED INTO CONC. 4 PER CUP (2 ON EACH WING) ANCHORS TYPE 'E' FLOATING CUP SNUG FIT INSIDE MULL #14 SMS 4 PER ANGLE LOCATION OF SCREWS CONNECTING ANGLES TO TUBES ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. 1 5 2007 ••I •••1 • •• • 1 • drawing no. M04 -04 (sheet 7 of 8 • • • • • • • • • • • • TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CUP ANGLE CAULK JOINT AFTER ASSEMBLY #10 F.H. S.M.S. 2/ SIDE 1/8" THICK ALUM CHANNEL LENGTH TO FIT SNUG INTO MULLION THIS SCREW CAN BE INSTALLED IN EITHER DIRECTION I . ACCESS HOLE #14 FH SMS 1 -1/2" O.C. MIN. SEE CHART FOR QUANTITIES #10 FH SMS 2 PER CUP 1" O.C. MIN. 1 -3/4" X 2" X 1/8" (FOR 2BY TUBE) 3/4" X 2" X 1/8" FOR (1 BY TUBE) _J ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE . ANCHORS DETAIL, #1 METAL TO METAL CONNECTION TUBE MUWON TUBE MULLION ANCHOR NO. OF CHART SCREWS TYPE A 2 TYPE B 3 TYPE C 2 TYPED 4 z • • •. • • •F W •••. •d Wig •••• • p w •� • •• p • ••• aft • • • aZJ ��• • K 0 0 LL Zvi I li a11 yy t drawing no. M04 -04 sheet 8 of 8 • • • • • • • • • • • • • • • • PEEWIT #:tk/01 s' Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT SUBJECT TO COMPUANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS • •••• • •••• • • • •••• • •••• • • • • • • • ••• • • • • • •• •• • • • • •••• • • • • • • • • • • • • • • • • • •• p BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) E.S. Windows, Inc. 10653 NE Quaybridge CT. Miami, FL 33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series Aluminum Tube Mullions APPROVAL DOCUMENT: Drawing No. M04 -04, titled "Aluminum Tube Mullions ", sheets 1 through 8 of 8, prepared by AL- Farooq Corporations, dated 04 /26/04 and last revised on Jan 15, 2007 w/ revision "C ", signed and sealed by Dr. Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING : - Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 04- 0712.01 consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq Chanda, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.miamidade.aov/buildinacode NOA No 06-0913.05 Expiration Date: September 16, 2009 Approval Date: March 29, 2007 Page 1 • E.S. Windows, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (Transferred from file # 04- 0712.01) 1. Manufacturer's die drawings and sections. 2. Drawing No. M04 -04, titled "Aluminum Tube Mullions ", sheets 1 through 8 of 8, prepared by AL- Farooq Corporations, dated 04 /26/04 and last revised on Jan 15, 2007 w/ revision "C ", signed and sealed by Dr. Humayoun Farooq, P.E B. TESTS (Transferred from file # 04-0712.01) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1 and TAS 202 -94 Along with installation diagram of a alurninum single hung window mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL -3810, dated 05/16/03, FTL -3819, dated 06/09/03 and FTL -3820, dated 06/09/03 , all signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. Anchor Verification Calculations complying w/ FBC 2004, prepared by AL- Farooq Corporation, dated 08 -10 -06 and last revised on Jan 15, 2007, signed and sealed by Dr. Humayoun Farooq, P.E 2. Anchor Calculations and structural analysis, prepared by AL- Farooq Corporation, dated 06/07/04, signed and sealed by Dr. Humayoun Farooq, P.E. (Transferred from file # 04-0712.01) D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letters of Compliance and "no financial interest", both dated 08/07/06, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Statement of Lab compliance letter, part of test report. G. OT HER 1. This NOA revises NOA # 04-0712.01, expiring September 16, 2009. 2. Test proposal dated 01/08/03 approved by BCCO E -1 s/ttic, 1. L � kAL -- Ishaq 1. Chanda, P.E. Product Control Examiner NOA No 06- 0913.05 Expiration Date: September 16, 2009 Approval Date: March 29, 2007 ADDITION OF A NEW FAMILY ROOM 531 SQ FT RENOVATION OF KITCHEN BATHROOM AND NEW WINDOWS AND DOORS. NEW CENTRAL A/C I called the owner at 305 - 216 -2224 to request status and left a message. 12/18/08 at 5:05 pm The owner returned my call and stated he would renew the perr^it^ wit "'r 39 d^ e_ I informod-laim of m' intontien to pact it as unsafe. 12 -22 -08 9:40 Passed ��6--- Inspector Comments ( cwt k. a � t�pJW Failed Correction Needed Re-Inspection No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP- 150369 Permit Number: RC -4 -07 -702 Inspection Date: August 24, 2010 Inspector: Bruhn, Norman Owner: RODRIGUEZ, CLAUDIO & MARIA Job Address: 10090 NE 12 Avenue Miami Shores, FL Project: <NONE> Contractor: MIAMI SKYLINE CONSTRUCTION CORP Building Department Comments August 24, 2010 For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: F. Elevation Certificate Work Classification: Addition Phone Number 305/216 -2224 Parcel Number 1132050190380 Phone: (305)899 -9696 Page 1 of 1 BUILDING PERMIT APPLICATION FBC 20 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Master Permit No. C _ 4 m Permit Type; ELECTRICAL / J Owner's Name (Fee Simple Titleholder) l� /� /4Ud t o <I (rll e Z- Phone # Owner's Address '' t g S f' City 1 ` ► : 5 tws- e_ S state i� r Zip Tenant/Lessee Name Phone # Email Job Address (where the work is being done) 10090 A/& City Miami Shores Village County Miami -Dade Zip 2 FOLIO / PARCEL # Is Building Historically Designated YES NO Flood Zone Contractor's Company Name CP .j , L ,,, Phone # 38 $— S3 O Contractor's Address /6 ®® MA) ZS City fwd 1 4 ( State Zip 33 / a 5' Qualifier Name 4-e/ Phone # State Certificate or Registration No. F Roo f 0 2x) Certificate of Competency No. 00 0 /72_, Contact Phone E -mail Architect/Engineer's Name (if applicable) ` ` 1 t.,y` �� C L 6`" Phone # '.�� s Z. Value of Work For this Permit $ , Square / Linear Footage Of Work: Type of Work: DAddition DAlteration New ❑ Repair/Replace ❑ Demolition Describe Work: * * * * * ** **** ******* ********* **** * * **** F ees * *** x�x�x*** * * * * * * * * * *t*** *** * * ** *** * * ** * * **** Submittal Fee $ Permit Fee $ e � ` -� CCF $ , (0 CO /CC Notary $ Training/Education Fee $ 0-90 0 Technology Fee $ 0 0 Scanning $ ' (90 Radon $ DPBR $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ DO inou Zoning $ See Reverse side -+ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation ha commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulatin; construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with al applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant mus: promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the percor whose property is subject to attachment. Also. a certified copy of the recorded notice of commencement must be posted at the job sill for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice. th{ inspection will not he approved ri ., a reinspection fee will be charged. Signature Print: 4t2,' idi(G4 V * *** k * *** ** * *** * *x* * ** * ** APPLICATION APPROVED B (Revised 07 /10/07) Engineer Signature Owner Or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged . fore me this /O day of J d , 20CP, by , day of ,20 , by who is personally known to me or who has produced /itexim As identification and who did take an oath. ge: s U.7 Sign: .e. who i erson known o me or who has produced as identification and who did take an oath. Plans Examiner NOTARY PUBLIC: Sign: Print: My Commi * * ** Ri* *= kL¢> 2* seo3** * * * *** **** *** okek **ek* * ** IFS $ ** * ** >e $c * .F* , k.k *** ** *** * Zoning Clerk checker BUILDING PERMIT APPLICATION FBC Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): Building Roofing Owner's Name (Fee Simple Titleholder) C 1 a Uri l 0 Rtit:)1( toVe2. Phone # Owner's Address 1 3 NE 948 & City ml an 5liov-e,s State Zip 331 ' Tenant/Lessee Name i•-\(6. 6. Phone # Job Address (where the work is being done) ID ®q v N (23 City Miami Shores Village County Miami -Dade Zip 3 13`2 FOLIO / PARCEL # Is Building Historically Designated YES NO ✓ Contractor's Company Name .( aril ` [ 1 P1 e.. (.(V1SS • Phone # 3(35- s q -'(ot Co Contractor's Address T® 5 -c++ City N b vkiA. tm,ICANIA t State PL Zip 33 1 to a dr au-e2- 3c • 5- 2-1 4)-- 22-24 State Certificate or Registration No. C OY-D 7 to 1 f 7 Certificate of Competency No. VI ark Ca h �hPr4of # 34S -RS v► Qualifier Name Architect/Engineer's Name (if applica le) Value of Work For DAlteration "tom r ❑New Bond $ Code Enforcement $ Structural Review. $ (i `t to 0 `t C.C, C 1 j e g a ' o c' Permit No. Master Permit No. 'h � 1 0 3 - Z. Phone # Total Fee Now Due $ 3oS- 21G a� a Square / Linear Footage Of Work: 66 5 ❑ Repair/Replace ❑ Demolition G 7E An'✓o a`" * : * * * * **** *:x* * ***** ****** *** * *** * *F : ** * ****.x*** ******* ******* **** * Submittal Fee $ Permit Fee $ r "-4 CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Double Fee $ cI �_ See Reverse side - Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip WWI Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved a % a r: inspection fee will be charged. The fore oing instrument was acknowledged before me this I day of -1 , 20 IJ �, by M O(1 0 -Rcdv , who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: /v` L r My Commission Expires: Ph , aLj / Z 0 t * * * * * *;;- :" * Affil dvA 'fr * ***a: ***** * **** * * **:x*** ** ** Notary Public, State of Florida Commission #DD782313 APPLICATION APPROVED My Commission E0'1/ ' 2012 M3 4 Vv v,./ J a C� (Revised 07/10/07) Signature Contractor The foregoing instrument was acknowledged before me this lL day of V l l , 20 P q, b G`c t oRocbriVe2 who is personall known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: tea .i IKA4&46/ 1 My Commission Expires: F , R6 , 70 1. a MARIA MAGALDI Notary Publics, State of Florida Co mmis lun Expos F M y 6 5, 2012 ref Plans Examiner Engineer Zoning