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RC-06-2296
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 10/31/2007 Inspector: Grande, Claudio Owner: BARRERAS, ALEJANDRO Job Address: 437 102 Street NE Miami Shores, FL 33138 -2452 Project: <NONE> Contractor: ARCO CONSTRUCTION Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Addition Phone Number (305)754 -8182 Parcel Number 1132060170800 Block: 92 Lot: 17 & 18 Phone: 305 - 892 -6507 Building Department Comments Tuesday, October 30, 2007 Page 1 of 2 I Passed // Inspector Comments cc . , o 6 - RF 0'1 ` 25 vi_., O(o 2 fl i -p ago - 2945 0.),- � Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Tuesday, October 30, 2007 Page 1 of 2 �. L .- ,..,..... 94.. _� �.- -�._e! •4'-'_., �? {"^ t.w � ib.r ;a , • .,:-c a,.t,. {•.sc fi %ice, :. a;. +, 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 Code106.1.2 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 Residential Construction ALEJANDRO BARRERAS ADDITION Bldg. Permit No. Contractor Date Issued Occupancy RC -9 -06 -2296 ARCO CONSTRUCTION 11/02/2007 Single Family 437 102 Street NE Miami Shores FL 33138 -2452 Location Building fjfficials Approval Cr dio Grande, CBO Nut Transferable POST IN A CONSPICUOUS PLACE ,az dii 10125IOb e:�,Z ,,1 '6 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION A FBC 2004 Permit Type (circle) Building Owner's Name (Fee Simpl Owner's Address (-1 3 City X( ( 5 l -0 fZc, Tenant/Lessee Name State eat O Electrical Plumbing Permit No. Master Permit No. SEP 082 O6 ICS:.. Mechanical Y- -- -- - - - - -- - Roofing A 1-5...A4 7R- T2re, Phone # -30 S 6 ( (0 2 Fc- E Zip 33 /3 Phone # Job Address (where the work is being done) City Miami Shores Village `(37 0E (02 •I. County FOLIO / PARCEL # 1 r 37 0 0( 0 0 0 Miami -Dade Zip 33 (3 Is Building Historically Designated YES NO Contractor's Company Name -k 6.QC (Le) Contractor's Address ACoe7 k rd-;-) City tWe CN-lt \ State 7� - Zip Qualifier Name Phone # S ° 9 State Certificate or Registration No. � � ®� ertificate of Competency No.3M • ?.9 Z 379 . Phone # (g/M3g0q Architect/Engineer's Name (if applicable) Bi (.L 047� Phone # 305 7s Hr `f Value of Work For this Permit $ , 00 0 Type of Work: !X4 Addition Describe Work: 47--D,® ['Alteration Square / Linear Footage Of Work: ❑New ❑ Repair/Replace 4145 7 cif 'Zoo sy f_ ❑ Demolition s Ck Submittal Fee $ ', Permit Fee $ 100°=- Notary $ Training/Education Fee $ 1 4' CCF$� Technology Fee $ Scanning $ Radon $ . Z_ DPBR $ 2_21) Bond $ 300 • Code Enforcement $ Structural Review. $e3,00 "'l"' 6 I1) i �z `/O o Total Fee Now Due $ 'GC \G J Zc» Double Fee $ CO /CC 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 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 properly 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 Owner or Agent The fore ing'instrument was acknowledged before me this The fore day of V , 2006 by *MCI � �� � , day of � rho �.J who is personally known to me or wTio has produce0 who is personally known to me or who has produced k) 012 0 As identification and who did take an oat NOTARY PUB i.,,,,-wv. ..,,---.....6;---1 - -01.7-- 0 or 0, tov C: o\Py 0 Si efore me this Sign: Print: My Commission Expires: as identification and who did take an oath. My Commission Expires: r * ** **** ** ** *** * * * ** * * *** * * ** ** ******************************************* * * ** ** * * * *** * *** * *** ** ** * ** * *** APPLICATION APPROVED BY: Wiz) 0A 706 (Revised 02/08/06) Plans Examiner Engineer Zoning DAVID A. DACQUISTO, AICP PLANNING & ZONING DIRECTOR Marni _ Ch,ore6 10050 N.E. SECOND AVE. MIAMI SHORES, FLORIDA 33138 -2382 Telephone: (305) 795 -2207 Fax: (305) 756 -8972 DEVELOPMENT ORDER PZ06 -0525 - 04 Property Address: 490 NE 102 "d St. Applicant: Alejandro Barreras (Owner) Address: 437 NE 102 "d St. Miami Shores FL 33138 Agent: William Cate Address: 490 NE 102 "d St. Miami Shores FL 33137 Whereas, the applicant Alejandro Barreras (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. Whereas, a public hearing was held on May 25, 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. 3) Color -Thru tiles to be utilized. 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 25th day of May, 2006 by the Planning and Zoning Board as follows: Vice Chairman Abramitis Mr. Ulmer Mr. Reese Mr. Sastre Chairman Fernandez Date Chairman, ' Tanning and Zoning Board Yes Yes Yes Yes Absent Page 2 of 2 Miami Shores Village Building Department CERTIFICATE OF OCCUPANCY CHECKLIST BUILDING PERMIT CARD - Containing final initials of all inspectors SURVEYS (2) FINAL AS BUILT - Required Items: Elevations of building 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 FORM CERTIFICATE OF INSULATION - (must be original) CERTIFICATE OF SOIL TREATMENT - (for termite - original) 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 laws as established by the Florida Department of Agriculture and Consumer services." HEALTH DEPT. APPROVAL LETTER - (on septic or private water) Note: If house has a septic tank, approval letter is required from the health dept. SOIL COMPACTION LETTER - (density reports required) N A BACKFLOW PREVENTOR CERTIFICATE - (Required on commercial projects only) * 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 maximum) $75.00. i;C.4 I Ci I Residential CO fee is $150.00. Commercial CO is $200.00. Approved Date chc- 1/20/05 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 10/26/2007 Inspector: Grande, Claudio Owner: BARRERAS, ALEJANDRO Job Address: 437 102 Street NE Miami Shores, FL 33138 -2452 Project: <NONE> Contractor: ARCO CONSTRUCTION Permit Type: Residential Construction Inspection Type: Survey Final Work Classification: Addition Phone Number (305)754 -8182 Parcel Number 1132060170800 Block: 92 Lot: 17 818 Phone: 305 -892 -6507 1,� OCT 2921 "` Inspector Comments and David Daquisto Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Friday, October 26, 2007 Page 1 of 2 Nnone: (3U5pab -r1U4 I-ax: pabgbb -O (Z Inspection Date: 10/26/2007 Inspector: Grande, Claudio Owner: BARRERAS, ALEJANDRO Job Address: 437 102 Street NE Miami Shores, FL 33138 -2452 Project: <NONE> Contractor: ARCO CONSTRUCTION Permit Type: Residential Construction Inspection Type: Survey Final Work Classification: Addition Phone Number (305)754 -8182 Parcel Number 1132060170800 Block: 92 Lot: 17 & 18 Phone: 305 -892 -6507 Building Department Comments Friday, October 26, 2007 Page 1 of 2 Passed Inspector Comments and David Daquisto Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Friday, October 26, 2007 Page 1 of 2 5582 N.W. 7th STREET, SUITE 202 MIAMI, FLORIDA 33126 TELEPHONE; (305) 264 -2660 FAX: (305) 284 -0229 Nnna . fur LAND SURVEYORS gMOMICV'Ma La ocr26 2007 SURVEY NO. OZ _6)355 SHEET NO G OF tocV.V2. BOUNDARY SURVEY scale 1' = • • • • • •• • •••• • • •••• • •• • •••• • • .••• • • S. •• • • .. • • • •••• . .. • • • •••• 200. cv g' 13,6 i4 CAC. x14.8 .i®. 'lD yT * 1//.25 - - I 5 / 23,53' 0,1 v� tor-A to LL 2 1 lirRt .1 11 6:_02 4 411' t0 302, - 0)9 /ea.ds-)- x9,-t/' i ertnay be Easements recorded in the Records not shown on this Survey. • 1..,- 4, Miami Shores Village APPROVED .' Y DATE ZONING DEPT it i * i' .. DC DEPT )`d j `SUbiE €TTTd COMPLIA if WITH ALL FEDERAL 5582 N.W. 7TH STREET, SUITE 202 MIAMI, FL 33126 TELEPHONE: (305) 264 -2660 FAX: (305) 264 -0229 DRAWN BY: Nova Surveyors, Inc. LAND SURVEYORS SURVEY NO SHEET NO SURVEY OF LOT 17 -18, BLOCK 92, OF AMENDED PLAT OF MIAMI SHORES, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 15, PAGE 14, OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. • • PROPERTY ADDRR•SS: 437• N!•1 ,p2 ST, MIAMI SHORES, FL 33138 • FOR: •••••• Al4,,4 ERAS • • • LOCATION SKETCH • • • ••• • • • • • •• • •••• • • • •• • • • Scale 1" = NT •S. •• ••• •• •• . •. / ‘:., . , t —4' n . \ • O. • 55 "1 • • a t 7 • w • s 11 • lee-) • • ICT -Ty lipti • It a( `iz it to l 7 '''. ti -i , t t�, • ( �` u 1 .:2 :3 "i bl,�f II 'I6It: i) .:C 21 2Z .'.3 ;( ; • it r, I4 ,ry 1 1: I icIIII t IF! ' �• i. . .21 .. 1 2i • -'0 1z' •!` l 111 (5 ta:l! I'1 ... .i 1( '1 is' 4: • J ABBREVIATION AND MEANING A = ARC NC = AIR CONDITIONER PAD A.E. = ANCHOR EASEMENT NR = ALUMINIUM ROOF NS = ALUMINIUM SHED ASPH. = ASPHALT B.C. = BLOCK CORNER B.C.R. = BROWARD COUNTY RECORDS B.M. = BENCH MARK B.O.B. = BASIS OF BEARINGS C = CALCULATED C.B. = CATCH BASIN C.B.W. = CONCRETE BLOCK WALL CH = CHORD CH.B. = CHORD BEARING CL = CLEAR C.L.F. = CHAIN LINK FENCE C.M.E. = CANAL MAINTENANCE EASEMENTS CONC. = CONCRETE C.P. = CONCRETE PORCH C.S. = CONCRETE SLAB D.E. = DRAINAGE EASEMENT D.M.E. = DRAINAGE MAINTENANCE EASEMENTS DRIVE = DRIVEWAY ENCR. = ENCROACHMENT E.T.P. = ELECTRIC TRANSFORMER PAD F.F.E. = FINISHED FLOOR ELEVATION F.H. = FIRE HYDRANT F.I.P. = FOUND IRON PIPE F.I.R. = FOUND IRON ROD F.N. = FOUND NAIL F.N.D. = FOUND NAIL & DISK FNIP. = FEDERAL NATIONAL INSURANCE PROGRAM IN. &EG. = INGRESS AND EGRESS EASEMENT L.F.E. = LOWEST FLOOR ELEVATION L.M.E. = LAKE MAINTENANCE EASEMENT L.P. = LIGHT POLE M. = MEASURED DISTANCE M/H = MANHOLE N.A.P. = NOT A PART OF NGVD = NATIONAL GEODETIC VERTICAL DATUM N.T.S. = NOT TO SCALE O.H.L. = OVERHEAD UTILITY LINES O.R.B. = OFFICIAL RECORD BOOK O/S = OFFSET OVH. = OVERHANG P.B. = PLAT BOOK P.C. = POINT OF CURVE P.C.C. = POINT OF COMPOUND CURVE PL. = PLANTER P.L.S. = PROFESSIONAL LAND SURVEYOR P.O.B.. = POINT OF BEGINNING P.O.C.. = POINT OF COMMENCEMENT P.P. = POWER POLE P.P.S.. = POOL PUMP SLAB P.R.C. = POINT OF REVERSE CURVE PRM = PERMANENT REFERENCE MONUMENT PT. = POINT OF TANGENCY PVMT. = PAVEMENT PWY = PARKWAY R. = RECORD DISTANCE RAD. = RADIUS OF RADIAL RGE. = RANGE R.P. = RADIUS POINT R.O.E. = ROOF OVERHANG EASEMENT R/W = RIGHT -OF -WAY SEC. = SECTION S.I.P. = SET IRON PIPE L.B. #6044 SWK. = SIDEWALK T = TANGENT TWP = TOWNSHIP U.E. = UTILITY EASEMENT U.P. = UTILITY POLE W.M. = WATER METER W.R. = WOOD ROOF W.S. = WOOD SHED = ANGLE A = CENTRAL ANGLE = CENTER LINE ¢1 = MONUMENT LINE LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY ( "SURVEY"): - THERE MAY BE EASEMENTS RECORDED IN THE PUBLIC RECORDS NOT SHOWN ON THIS SURVEY. - THE PURPOSE OF THIS SURVEY IS FOR USE IN OBTAINING TITLE INSURANCE AND FINANCING, AND SHOULD NOT BE USED FOR CONSTRUCTION PURPOSES. - EXAMINATIONS OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY. THIS SURVEY IS SUBJECT TO DEDICATIONS, LIMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORD, AND LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. BOUNDARY SURVEY MEANS A DRAWING AND / OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN - THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND / OR NOT TO SCALE. EASEMENTS AS SHOWN ARE PER PLAT BOOK, UNLESS OTHERWISE SHOWN. - THE TERM "ENCROACHMENT' MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS. - ARCHITECTS SHALL VERIFY ZONING REGULATIONS, RESTRICTIONS AND SETBACKS, AND THEY WILL BE RESPONSIBLE - FOR SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN NEW CONSTRUCTIONS, UNLESS OTHERWISE NOTED. THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTING AND /OR FOUNDATIONS. FENCE OWNERSHIP NOT DETERMINED. - THIS PLAN OF SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED. - HEREON, THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY. - THE SURVEYOR MAKES NO GUARANTEES AS TO THE ACCURACY OF THE INFORMATION BELOW. THE LOCAL F.E.M.A. - AGENT SHOULD BE CONTACTED FOR VERIFICATION. THE FNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED LAND TO BE SITUATED IN ZONE: X COMMUNITY /PANEL/SUFFIX: 120652 0093 J DATE OF FIRM: 07/17/1995 BASE FLOOD ELEVATION: N/A. CERTIFIED TO: ALEX BARRERAS LEGEND TYPICAL —OH- OVERHEAD UTILITY LINES CBS = WALL (CBW) .40—* C.L.F. = CHAIN LINK FENCE -0•-0- I.F. = IRON FENCE W.F. = WOOD FENCE • 100 = EXISTING ELEVATIONS SURVEYOR'S NOTES 1) IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN, BY SAID PLAT IN THE DESCRIPTION OF THE PROPERTY. IF NOT, THEN BEARINGS ARE REFERRED TO COUNTY, TOWNSHIP MAPS. 2) THIS IS A SPECIFIC PURPOSE SURVEY. 3) THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1:7500 FT. 4) IF SHOWN, ELEVATIONS ARE REFERRED TO MIAMI -DADE COUNTY. ALL ELEVATIONS SHOWN ARE REFERRED TO NATIONAL GEODETIC VERTICAL DATUM OF 1929 MIAMI DADE COUNTY BENCH MARK NO. N -567 LOCATOR NO. 3100 ELEVATION 10.54 FEET OF N.G.V.D. OF 1929 SURVEYOR'S CERTIFICATION I HEREBY CERTIFY: THAT THIS "BOUNDARY SURVEY' OF THE PROPERTY DESCRIBED HEREON, AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION, COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027, FLORIDA STATUTES. BY: GEORGE IBARRA /6- 23-07 (DATE OF FIELD WORK) PROFESSIONAL LAND SURVEYOR NO. 2534 STATE OF FLORIDA (VALID COPIES OF THIS SURVEY WILL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR). REVISED ON: REVISED ON: SURVEYOR'S SEAL U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program 3- 0006355 -4 IMMEIE\vilg ELEVATION CERTItC4fF2 6 2007. Important: Read the instructions on a es 1 - 8. lit,;-. SECTION A - PROPERTY INFO �TION o_o_d_nr- /01,11 Al. Building Owner's Name ALEX BARRERAS A2. Building Street Address (including Apt., Unit, Suite and /or Bldg. No.) or P.O. Route and Box N 437 NE 102 ST City MIAMI SHORES State FL IP "''ode 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Folio#: 1132060170800 Lot 17 -18, Block 92, of AMENDED PLAT OF MIAMI SHORES, according to the plat thereof as recorded in Plat Book 15, Page 14, of the public records of MIAMI -DADE county, Florida. A4. Building Use (e.g. Residential, Non - Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. 25° 52' 08.82" Long. 80° 11' 19.83" A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1 A8. For a building with a crawl space or enclosure(s), provide: a) Square footage of crawl space or enclosure(s) N/A sq ft b) No. of permanent flood openings in the crawl space or enclosure(s) walls within 1.0 foot above adjacent grade 1 c) Total net area of flood openings in A8.b 121 .00 sq in Horizontal Datum: ONAD 1927 © NAD 1983 A9. For a building with an attached garage, provide: a) Square footage of attached garage 400.00sq ft b) No. of permanent flood openings in the attached garage walls within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A9.b N/A sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number MIAMI SHORES 120652 B2. County Name MIAMI -DADE B3. State FL 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) 12011C0093 J 07/17/1995 03/02/1994 X N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. 0FIS Profile © FIRM OCommunity Determined DOther (Describe): B11. Indicate the elevation datum used for BFE in Item B9: © NGVD 1929 DNAVD 1988 DOther (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? []Yes © No Designation Date: DCBRS DOPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: DConstruction Drawings* DBuilding 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 BEE), 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 MDBM.## N -567 LOC 3100 Vertical Datum NGVD 1929 Conversion /Comments N/A a) b) c) d) e) f) g) Top of bottom floor (including basement, crawl space, or enclosure floor) Top of the next higher floor Bottom of the lowest horizontal structural member (V zones only) Attached garage (top of slab) 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) 13.07 13.47 N/A 12.68 12.53 10.71 12.45 Check the measurement used. feet 0meters (Puerto Rico only) feet []meters (Puerto Rico only) feet flmeters (Puerto Rico only) feet Dmeters (Puerto Rico only) feet 0meters (Puerto Rico only) feet 0meters (Puerto Rico only) feet 0meters (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 maybe punishable by tine or imprisonment under 18 U.S. Code, Section 1001. Check here if comments are provided on back of form. Certifier's Title PF.OFESS O, L \\ LAND SURVEYOR JO BARRA License Number 5204 Address 5582 N.W. 7 Signature Company Name NOVA SURVEYORS, INC. RE '$', SUITE 202 City MIAMI Date 10/23/2007 State ZIP Code FL 33126 Telephone (305) 264 -2660 FEMA Form 81 -31, ebruary 2006 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. 3- 0006355 -4 Building Street Address (including Apt., Unit, Suite and /or Bldg. No.) or P.O. Route and Box No. 437 NE 102 ST City State ZIP Code MIAMI SHORES FL 33138 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) For Insurance Company Use: Policy Number Company NAIC Number Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments Section C 2(e) lowest elevation machinery is the A/C pad. Crown of Road Elevation = 9.82 Feet Signature Date 10/23/2007 0 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 El -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items El -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 grate (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is Ofeet 0meters 0above or 0below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is Ofeet Ometers 0 above or Obelow 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 Ofeet Ometers 0above or Obelow the HAG. E3. Attached garage (top of slab) is 0feet 0meters Dabove or 0below the HAG. E4. Top of platform of machinery and /or equipment servicing the building is Ofeet 0meters 0above or Obelow the HAG. E5. For 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? 0Yes []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 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 ALEX BARRERAS Address City State ZIP Code 437 NE 102 ST MIAMI SHORES FL 33138 Signature Date Telephone Comments 0 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. 0 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. 0 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: G9. BFE or (in ZONE AO) depth of flooding at the building site: feet meters (PR) Datum: Ofeet meters (PR) Datum: Local Official's Name Title Community Name Telephone Signature Date Comments 0 Check here if attachments FEMA Form 81 -31, February 2006 Replaces all previous editions /hG '97',/ c;,7- /-z7 67a- /iVE /c0 536/. v/-C2 c5. e24. 1 a oVe-e--e Ca-k 61CC2 IMOMUVR OCT 2 6 2007 BY: CITI COPY OCT lEOMIEWMI 2. 6 nor (Xp - 2296 to )- A Subsidiary of Lab Tech Research and Development. Subterranean Termite Treatment Date: October 25, 2007 This Building received complete treatment for prevention of subterranean termites, in accordance with rules and laws as established by the Florida Department of Agriculture and Consumer services. Company: Arco Contruction Corp. Job Name: Job Address: 437 N.E 102 Street Miami Shores 33138 Lot #: Dragnet Chemical Used r 0 oach Busters Block #: 38 111783 re Footage Invoice Number 10/25/07 Date FLORIDA PEST CONTROL ASSN. r P.O. BOX 941285 • Miami, FL 33194 • 1- 800 -761 -BUGS (2847) • Fax: (305) 593 -1639 Pnobeoa 1141PateeHeu www.roachbusters.com Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL, Phone: (305)795 -2204 Fax: (305)756 -8972 o(tV1c, ...................... ()ail Inspection Date: 10/16/2007 Inspector: Levrock, James Owner: BARRERAS, ALEJANDRO Job Address: 437 102 Street NE Miami Shores, FL 33138 -2452 Project: <NONE> Contractor: SAGE PLUMBING INC Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Addition /Alteration edt- Phone Number (305)754 -8182 Parcel Number 1132060170800 Block: 92 Lot: 17 & 18 Phone: (954)214 -3961 Building Department Comments Monday, October 15, 2007 Page 2 of 2 ®CT 3. 9 2001 Passed M, 0, Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Monday, October 15, 2007 Page 2 of 2 Miami Shores Village Building Department Permit Job Name Date 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 12-1212- r2414-53 BUILDING CRITIQUE SHEET c.AA tholA Art Reviewer: Claudio Grande C.B.O 305 - 795 -2204 Ext 1430 Miami Shores Village Building Department Permit Job Name Date 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING CRITIQUE SHEET Az 0 ute Q to , b- 2'fr e &o _ ff kti ac7xJ2,L. .1,4, • gswirsraimmt, yawl AMPWAIMINIMIMIli ►. /:A11a9 1 ';rte 1 tfelli ..MI [1%7 =/�►�7j�� aft lir /( two, I 04F / i/ /ii'' Raw OM S / g X/o? GoeGectS,Q c. akth that k a'. ks kir MOS0 ' eviewer: audio Grande C.B.O 30 - '5-2204 Ext 1430 cOtc(i-li& Ito/ (01614q of t4, -. rc !Malin iiuie v 'nage Building Department 'AVM Ngad Mentie Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. (o 29V Job Name Date BUILDING CRITIQUE SHEET ...4.40-11rwmve 77 fm Reviewer: Claudio Grande C.B.0 305-795-2204 Ext 1430 Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 - Fax; (305)756 -8972 RECEIPT PERMIT #: V( 2 ATE: c77,\\<-0.717 F Contractor ❑ Owner ❑ Architect Picked up 2 sets of plans and (other) Address: 4131 to-a-r a 1 '23(3,- fay /idd /cilfr pireatArk copes . 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 ent to continue ermitting process. Acknowledged by: PERMIT CLEARK INITIAL: RESUBMITTED DATE: PERMIT CLEARK INITIAL: Snhsnhare .4 Lab 7i4c41 Research and Development. A Hispanic 500 Company Roach Busters Bug Killers Of America Inc. P.Q. Box 941285 Ranked No.291 Miami,Florida 33194 Who ya gonna call ? CUSTOMER INFORMATION: ARCO Contruction Corp. 1665 N.E. 137th Terrace North Miami, Florida 33181 Lester's 305 -788 -6507 cellular Telephone 305 -892 -6507 INVOICE DATE INVOICE NO. 02/19/200 i 103145 SERVICE ADDRESS: 437 N.E. 102 Street Miami Shores, Florida 33138 Magda 305 -892 -6507 Route No. Payment -Terms Sery -Tech Account -Type Insecticides Cust - Sery - Day/Time Spoke For Prep #008 Due On R... FP Commercial Dragnet 9:00am Magda Alarm -Code Service Report Pest Targeted Pest Elimination & Food Service Solutions Monthly Cost Pre -Soil Treatment For Subterranean Termites 75.00 CUSTOMER SIGNATURE: X tang ure ere ac know e c a �ntance o service Terms Total Due $75.00 24 -Hour Customer Service Emergency Hotline Toll Free 800 - 761 - BUGS -2847 Servicing All Of Florida Since 1970 Phone # Fax # E -mail Web Site 305 -300 -3400 305- 593 -1639 bugzybugkiller @cs.com www.roachbusters.com At TM A Subsidiary of Lab Tech Research and Development. Subterranean Termite Treatment Date: 2-19-2007 Lot #: Block #: Address: Arco Contruction Corp. 437 N.E. 102 Street Chemical Used: Dragnet I �.9 Invoice 103,145 2 -19 -2007 oath Busters Date FLORIDA PEST CONTROL ASSN. If P.O. BOX 941285 ® Miami, FL 33194 1- 800 - 761 -BUGS (2847) Fax: 305 - 551 -8873 PnebesaleuaP'Phatvctlex. www.roachbusters.com �Ipl0L;, Imaskx BUILDING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 c'CI� PERMIT APPLICATION -i� es • FBC 2004 Permit No. MAR 2 2 2001 BY:.. Master Permit No. Permit Type (circle): : ildin; Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Tit e u older) '/T -, ? , Z.,4°- S Phone # Owner's Address City kr X64 i„r S-/I P''-e—..,, State --Zi= Zip /0 Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name /9--der co., 6 -r Phone # 006- gqg ES "© 7 Contractor's Address City /1/4)/ Qualifier Name Le S State Certificate or Registration No. State f 6- Zip ' r P j Phone # Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Type of Work: ❑Addition ❑Alteration Describe Work: Square / Linear Footage Of Work: ['New ❑ Repair/Replace 9 -®,c /2® ❑ Demof j 2eA-,. Submittal Fee $ ``-® Notary $ Scanning $ Permit Fee $ Training/Education Fee $ Radon $ Bond $ Code Enforcement $ Structural Review. $ DPBR $ CCF$ * * * * * * * * * * * ** CO /CC Technology Fee $ Zoning $ Double Fee $ Total Fee Now Due $ See Reverse side -* Bonding Company's Name (if applicable) Zip CONTRACTOR: SUBMITTAL DATE: RESUBMITAL DATES: A s 10,Dev ELECTRICA Pe,t/i7/.(7. e NOC Zip J ns as indicated. I certify that.no work or installation has performed to meet the standards of all laws regulating secured for ELECTRICAL WORK, PLUMBING, SIGNS, NDITIONERS, ETC orate and that all work will be done in compliance with all E OF COMMENCEMENT MAY RESULT IN YOUR IF YOU INTEND TO OBTAIN. FINANCING, BEFORE RECORDING YOUR NOTICE OF ith an estimated value exceeding $2500, the applicant must traction lien law brochure will be delivered to the person ded notice of commencement must be posted at the job site rmit is issued. In the absence of such posted notice, the Ya tractor foregoing instrument was acknowledged before me this day of , 20 by - — � , '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. NOTARY PUBLIC: Sign: Print: My Commission Expires: identification and who did take an oath. NOTAR ' P i LIC: endmg �Ir�e�r�Y�+ e�k�: �Y�Y�1e�e�YsY�e* �r�Y�e�Y�Y***** �e�r�Y�r�e�e�Y�Y�r�Y: Ya��ra�aY�e�tr�r�e�Y�k�Y�Y�eaYaYaY: ��Y�F�Y�c: F�Y�Y�Y�Y�YaY�e& �e�Y�Y�+ r�C�Y�Y�Y�Y�Y **IV*Atnte4**:Y Y** *VC *4i* *** it* sk*:r* ** APPLICATION APPROVED BY: (Revised 02/08/06) Plans Examiner Engineer Zoning 11,'Q � Miami Shores Village g Building Department BUILDING PERMIT APPLICATION 5M7 Master Permit No. FBC 2004 0 2007 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 11,7CEIVILIM FEB 20 2007 BY ® •••• Permit No. Permit Type (circle): Electrical- - -• Nu ing Mechanical Roofing 9,6 Owner's Name (Fee Simple Titleholder) Owner's Address Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # Is Building Historically Designated YES NO County Miami -Dade Zip Contractor's Company Name Contractor's Address City !J h Qualifier Name State Certificate or Registration No. co roity‘ Phone # �� i92 . Y-07 7 I State 1:76- Zip / 6 f ci c e Phone # Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this P Type of Work: Describe Work: it $ Addition ❑Alteration Square / Linear Footage Of Work: ['New ❑ Repair/Replace ❑ Demolition Submittal Fee $ Permit Fee $ 3 g--02....., 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 and a reinspection fee will be charged. Signature Signa Owner or Agent C The foregoing instrument was acknowledged before me this The foregoing instrument was ac ledged 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: APPLICATION APPROVED BY: 7/II Plans Examiner Engineer Zoning (Revised 02/08/06) Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 RECEIPT PERMIT #Rc" C D e9 Q DATE: rz 20 ' Oc.„. I, oL/Ad d Contractor ❑ Owner ❑ Architect " Picked up 2 sets of plans and (other) 11pp--1(101---A Address: (/' Y At . l C Z 34- 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 D, Acknowledged by: artment to continue permitting process. PERMIT CLEARK INITIAL: RESUBMITTED DATE: PERMIT CLEARK INITIAL: PERMIT #: Miami Shores Village Building Department 10050. NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 RECEIPT ntractor wner ❑ Architect • Picked up 2 sets of plans and (other) ,; /23 /0- tzA-3 Address: L( 3 N (0 2. -T 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 Dep to co. '.ue permitting process. Acknowledged by Air z PERMIT CLEARK INITIAL: 01--9 RESUBMITTED DATE: PERMIT CLEARK INITIAL: • Apr -04 -07 02:51P (305) Miami Shores Village Building Department 692 -2379 P.03 10050 W.Blud Avenue Miami Shores. Florida 39198 Tel: 00S) 795.2204 Fax: (30S) 756.8972 Permit No. 6) ilk! Job Name /S4..t e+r _ D ate j/ -- BUILDING CRITIQUE SHEET Reviewer: Claudio Grande C3.0 305 :795 -2204 Eat 1430 WARREN J, VON WERNE, P,E,, INC, STRUCTURAL ENGINEERING CONSULTANT FLORIDA PE. 056999 117 SUNFLOWER STREET 0561) 795 -18DB ROYAL PALM BEACH, FL 32411 (561) 795 -1899 FOUNDATION REV BARRERAS RES 437 NE 102ND STREET MIAMI SHORES, FLORIDA DATE, DEC B. 2006 SK-1 PCILId1111 31.101CS v iiiage Building Department Miami Shores, Shores, Florida 33138 Tt (30S)195:1114 Fax: (305) 756.8972 Permit No. (96 - t4-' Job Name 0.11,kel_a2) Date / Oce: BUILDING CRITIQUE SHEET Reviewer: Claudio Grande C.B.O 305-795-2204 Ext 1430 5582 N.W. 7th STREET, SUITE 202 MIAMI, FLORIDA 33126 TELEPHONE; (305) 264-2660 FAX: (305) 264 -0229 trpv ..2 2LICX) - Da-Q(0 • • • • • • • • •• • , • Nuna frurn,i*i •. t • •t: •SURVEY NO LAND SURVEYORS• 02_6.555 • • • ' SHEL•11s 2 OF - •• • • • • • • • • BOUNDARY SURVEY Sealet'= • • • • • • • • • • . • •• •r__,„,,, • • ••• •• Q g2 �L',t'pf'cv 1,031 Ora /0 — 4'4.e.. �uN"I lY 1.L lIS 0,20 '60440 F'bjnn ,L Nano Miami Shores Vi la .e tde>� be. Easements Mille Records ing shown v.9 le , this LDG DEPT SUBJECT TO COMPUAN.rVVIT 4 ' FEDERAL STATE AND COUNTY RULES AND REGULATIONS • • • 5582 N.W. 7TH STREET, 841 20 • • • • • • • • • • _••••••wSurveyors,Inc. • • • • ••• • • • • • • • • • ••• • • • • ••• 4 • MIAMI FL 33128 TELEPHONE: (305) 284-2880 FAX: (305) 2840228 DRAWN BY: A.A. LAND SURVEYORS SURVEY NO 3- 0006355 -3 SHEET NO 1 OF 2 SURVEY OF LOT 17 -18, BUS.C1421 OF AMEND D PLAT'•QF oivimI SHORES, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 15, PAGE 14, OF THIN:413QC i?EC RD$ OF'MIAVII -Dj4DE COUNTY. FLORIDA. • • • • • • • • • • • ••• ••• • ' PROPERTY ADDRESS: 433 WE 112•ST, MAMI,SHQRgS• gL 33138 FOR: ALE X BAF EFZAd : : ' • : •' LOCATION SSKETCH N' a Scale 1" = NT.S. I, ?,j/ `C ;L ` 1 10 9 / 8 7 k $ 4 3 1: Z ' c.: yy�� `L .13 c4 1, ..... fl _1 I I ��� .. Zs z t , ` 7 f1 i IL) if I. 'l ' SUBJECT PROPERTY 10 NO • • IC ABBREVIATION AND MEANING A = ARC NC.= AIR CONDITIONER PAD AE. = ANCHOR EASEMENT A/R = ALUMINIUM ROOF NS= ALUMINIUM SHED ASPH. = ASPHALT B.C. . = BLOCK CORNER B.C.R. = SRO/YARD COUNTY RECORDS B.M. = BENCH MARK B.O.B. = BASIS OF BEARINGS C = CALCULATED C.B. = CATCH BASIN C.B.W. = CONCRETE BLOCK WALL CH := CHORD CH.B. = CHORD BEARING CL = CLEAR C.LF. = CHAIN LINK FENCE C.M.E. = CANAL MAINTENANCE EASEMENTS CONC. = CONCRETE C.P. = CONCRETE PORCH CS. = CONCRETE SLAB D.E..= DRAINAGE EASEMENT D.M.E. = DRAINAGE MAINTENANCE EASEMENTS DRIVE= DRIVEWAY ENCR. = ENCROACHMENT E.T.P. = ELECTRIC TRANSFORMER PAD F.F.E. = FINISHED FLOOR ELEVATION F.H. = FIRE HYDRANT F.I.P. = FOUND IRON PIPE F.I.R. = FOUND IRON ROD F.N. = FOUND NAIL F.N.D. = FOUND NAIL & DISK FNIP. = FEDERAL NATIONAL INSURANCE PROGRAM IN.&EG. = INGRESS AND EGRESS EASEMENT LF.E. = LOWEST FLOOR ELEVATION LM.E = LAKE MAINTENANCE EASEMENT LP. = LIGHT POLE M = MEASURED DISTANCE ?NH = MANHOLE NAP. = NOT A PART OF NGVD = NATIONAL GEODETIC VERTICAL DATUM N.T.S. = NOT TO SCALE O.H.L = OVERHEAD UTILITY LINES O.RB. = OFFICIAL RECORD BOOK 0/S = OFFSET OVH. = OVERHANG P.B. = PLAT BOOK P.C. = POINT OF CURVE P.C.C..= POINT OF COMPOUND CURVE PL ,= PLANTER P.LS..= PROFESSIONAL LAND SURVEYOR P.0.8..; = POINT OF BEGINNING P.O.C.. = POINT OF COMMENCEMENT P.P. = POWER POLE P.P.S.. = POOL PUMP SLAB P.R.C. = POINT OF REVERSE CURVE PRM = PERMANENT REFERENCE MONUMENT PT. = POINT OF TANGENCY PVMT. = PAVEMENT PWY = PARKWAY R. = RECORD DISTANCE I i t RAD. = RADIUS OF RADIAL RGE = RANGE RP. = RADIUS POINT R.O.E. = ROOF OVERHANG EASEMENT RAN = RIGHT -OF -WAY SEC. = SECTION S.I.P. = SET IRON PIPE LB. 46044 SWK = SIDEWALK T = TANGENT TWP = TOWNSHIP U.E = UTILITY EASEMENT U.P. = UTILITY POLE W.M. = WATER METER W.R. = WOOD ROOF W.S. = WOOD SHED = ANGLE A = CENTRAL ANGLE S = CENTER LINE V = MONUMENT LINE LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY rSURVEY"), - THERE MAY BE EASEMENTS RECORDED IN THE PUBLIC RECORDS NOT SHOWN ON THIS SURVEY. - THE PURPOSE OF THIS SURVEY IS FOR USE IN OBTAINING TITLE INSURANCE AND FINANCING, AND SHOULD NOT BE USED FOR CONSTRUCTION PURPOSES. - EXAMINATIONS OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY. THIS SURVEY IS SUBJECT TO DEDICATIONS, LIMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORD, AND LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. BOUNDARY SURVEY MEANS A DRAWING AND / OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN - THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND / OR NOT TO SCALE EASEMENTS AS SHOWN ARE PER PLAT BOOK, UNLESS OTHERWISE SHOWN. - THE TERM "ENCROACHMENT' MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS. - ARCHITECTS SHALL VERIFY ZONING REGULATIONS, RESTRICTIONS AND SETBACKS, AND THEY WILL BE RESPONSIBLE - FOR SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN NEW CONSTRUCTIONS, UNLESS OTHERWISE NOTED. THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTING AND /OR FOUNDATIONS. FENCE OWNERSHIP NOT DETERMINED, - THIS PLAN OF SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED. - HEREON, C RT7F9t:AT£ DOES- NOT=EDC•IT+ND,TBANY„UNNAMED PARTY. - THE S IpR MAKES NO GUARANTEES AS TO THE ACDURACY OF WE INF 5RIf AYION BELOW. THE LOCAL F.EMA - AGENTSHO� Gq�GD OR VERIFICATION. THE FNIP FLOOD MAPS"HAVE DESIGNATED THE HEREIN DESCRIBED LAND TO BE SITUATED IN ZONE <I ROM AU)ITY/PANEL/SUFFIX 120852 0093.) DATE OF FIRM: 07/17/1895 BASE FLOOgNR�_� .: ...,. 4 CERTIFIEITO: ALEX BARRERAS It )� II II to . , 2. LEGEND TYPICAL —OH-- OVERHEAD UTILITY UNES aZZ CBS = WALL (CBW) -N—x C.LF. = CHAIN LINK FENCE -0-0- I.F. = IRON FENCE -sr-A. W.F. = WOOD FENCE ■ 0.00 = EXISTING ELEVATIONS SURVEYOR'S NOTES 1) IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN, BY SAID PLAT IN THE DESCRIPTION OF THE PROPERTY. IF NOT, THEN BEARINGS ARE REFERRED TO COUNTY, TOWNSHIP MAPS. 2) THIS IS A SPECIFIC PURPOSE SURVEY. 3) THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1:7500 FT. 4) IF SHOWN, ELEVATIONS ARE REFERRED TO MIAMI -DADE COUNTY. ALL ELEVATIONS SHOWN ARE REFERRED TO NATIONAL GEODETIC VERTICAL DATUM OF 1929 MIAMI DADE COUNTY BENCH MARK NO. N-567 LOCATOR NO. 3100 ELEVATION 10.54 FEET OF N.G.V.D. OF 1929 SURVEYOR'S CERTIFICATION I HEREBY CERTIFY: THAT THIS "BOUNDARY SURVEY" OF THE PROPERTY DESCRIBED HEREON, AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION, COMPUES WITH THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 81017 -6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027, FLORIDA STATUTES. PROFESSIONAL LAND SURVEYOR NO. 5204 STATE OF FLORIDA (VALID COPIES OF THIS SURVEY WILL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR). REVISED ON: SURVEYOR'S SEAL NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. 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 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: 2. Description of improvement: 11111 1111111111111111111111111111111111111111 CFN 2g g06R1260472 OR Bk 25131 F's 1401 a lips) RECORDED 11/28/2006 12 :21:21 HARVEY RUVIN, CLERK OF COURT MIAMI—GAGE COUNTY? FLORIDA LAST PAGE : :, !Zell 3. Owner(s) name and address: x1(1 &k -g 102 .°r. Ut -a',t 6ij Fc- 3-313S Interest in property: Name and address of fee simple titleholder: E OW iV 4. Contractor's name and address: 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: zirW 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: Om (f1I 604j9 r • 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date pe -d) Si• - ature f caner Print Owner's Name id AST F t 5 Sworn to and subscribed before me this 04.4 day of /1t `v-- , 20 06. Address: 9604 AM. 2Ad /Alas pYi! i4n4 S%oj r 33138'' Notary Public Print Notary's Name My commission expires: 123.01 -52 PAGE 4 8/02 f� ,. RUTH PALMIERI A; ;, MY COMMISSION # DD419749 Batdefr Th N � 0ti : uu, Prepared by BUILDING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 LI NOV 1 7 2006 PERMIT APPLICATION FBC 2004 B Y: U - -- Permit No. 06o _.2 Master Permit NoltQ ".2 (1 Permit Type (circle): Building Electrical ( Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) Ate jQu( O viieYa4 Phone # Owner's Address 40:0 jv .& I cj . h of State mil_ Tenant/Lessee Name Zip 7 V Phone # Job Address (where the work is being done) 4 92 7 VV e- (o Z" �. s +l/vei r City Miami Shores Village County Miami -Dade Zip F(_ �>,13 FOLIO / PARCEL # Ls Building Historically Designated YES NO Contractor's Company Name 10 u MIA/ pit -6 /Abe Contractor's Address ' / S City pYm R ,e o k9 pipe pL State FL Zip 3 3 Qualifier Name ky I C j L4 IBC Phone # O 5y... 1/ y.. 3 76 / State Certificate or Registration No. C. , C /9 2 O ,s-9 Certificate of Competency No. Architect/Engineer's Name (if applicable) I he Cate G ouf J LLL Phone # j �/ -) 74- S-4 - I a Value of Work For this Permit $ 6500 • (O 0 Square / Linear Footage Of Work: Phone # ,'Y— 3 9l0/ Type of Work: Ifikddition dtgilteration ❑New ❑ R air/Replace 1=I Demolition Describe Work: (►� • d1y' DL) ` 1tf /' ' * * * * * * * * ** * * * * * * * * * * * * * * * ** * * * * * * * ** Fees************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee PI I . CCF CO /CC Notary $ Training/Education Fee $ C40 Technology Fee $ `) Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Total Fee Now Due $ 7 e Structural Review. $ 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. < aim Lion fee will be charged. Signature Owner or Agent ��//,, The foreg in g instrument was acknowledged before me this 9J day of l klL, 20i by who is personally known to me or w o has produce Contractor The foregoing instrument was acknowledged before me this 13 day of N C )U ,206L , by V►'I(cti sn-c, , who ' ersonally known; to me or who has produced as identification and who did take an oath. 'fir/ —01 9.;-0 As identification and who Sign: Print: My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) NOTARY PUBLIC: ,,.��;,;P4,,, Denise Tousignant ` Commission #DD244817 ;'• P Expires: Aug 5 2007 • � Q�; BondedgThai "' Atlantic Bonding Co., Inc. 1 f)US I Co n; A-w i Sign: Print: bE u t s E My Commission Expires: R as- 0-7 ****************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CY�Plans Examiner Engineer Zoning Inspection Date: 05/23/2007 Inspector: Grande, Claudio Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Owner: BARRERAS, ALEJANDRO Job Address: 437 102 Street NE Miami Shores, FL 33138 -2452 Project: <NONE> Contractor: TOUGH ROOFING CO INC leas Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number (305)754 -8182 Parcel Number 1132060170800 Block: 92 Lot: 17 & 18 Phone: 305 - 625 -0891 Building Department Comments RE -ROOF FOR FLAT MAY 2 4 2007 .6)-0,11-11/ Passed Inspector Comments CREATED AS REINSPECTION FOR INSP- 49655. CREATED AS REINSPECTION FOR INSP- 34161. No ladder for inspection. 5/21/07 CG. CANCELLED BY MAGDA FROM ARCO CONSTRUCTION8 /22/07 AT 9:00 AM Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Tuesday, May 22, 2007 Page 2 of 2 Miami Shores Village 41°94,L. Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 DE 0 6 2006 Master Permit No. 260G ti 00096 :0 Permit No. A -�h r40 Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) 41e o . j Phone # Owner's Address r City, Tenant/Lessee Name State Zip .'3 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 p,.,/e Contractor's Company Name CC l /� ,.PeC . Phone # �' 7/ 7 . �7 917 Contractor's Address ? `-1 6- V s to . 2 ciorin C-1-- r City //r// TIM; _f t State t-•C/�C i %rbV Zip � � LP Qualifier Name � �— �� Q 7) Kf fc Phone # ‘ 5 7 C f State Certificate or Registration No. ("05_ t© ”7 7 Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 61 0?" Type of VVIonsi .QAddition Describe ork:'l`P”' ❑Alterati n Square / Linear Footage Of Work: q /4 ' Repair/Replace ❑ Demolition / ******** ** * * * ** * * * * * * *** * * * * ** * * * * ** * ** Fees************* * * * * ** * * * * * ** * * * * * * * * * *** * * * * ** Submittal Fee $ ' Permit Fee $ 1:n CCF $ C6• `T Q Notary $ n Training/Education Fee $ 1 . Technology Fee $ (Q . Scanning $\ _ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ CO /CC -tural Review. $ rF 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 and a reinspection fee will be charged. Signature Signature Owner or Agent The foregoing instrument was acknowledged before me this d a y of ,20 ,by d a y of Dea _ 20('x(0 , by -Je.F Loaf Key , who is personally known to me or who has produced (ho is personally known to m)hr' who has produced As identification and who did take an oath. as i'dentificttion and who did take an oath. NOTARY PUBLIC: Contractor The foregoing instrument was acknowledged before me this Sign: Print: My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) NOTARY PUBLIC: Plans Examiner Engineer Zoning High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Master Permit No. Contractor's Name: Section A (General Information) Process No. i Page 1 of 1 Job Address: rki Low Slope ❑ Asphaltic Shingles ❑ Prescriptive BUR -RAS 150 Raiisf teg Iry y CI Mechanically Fastened le 2007 ❑ Metal Panel/SIair:1's _ J� e__ ❑ Other: Are there Gas Vent Stacks loca of Type Mortar /Adhesive Set Tile ❑ Wood Shingles /Shakes Recovering ❑ Repair ❑ Maintenance roof? ❑ Yes No If yes, what type? •••• • • • • •••• • • rr++•� • • ❑ Natural U LPGX•• ••••• •..•.. • • ...••• Roof System Information Low slope roof area (ft.2) Steep Sloped area (ft.2) , Total (ft.2) Section B (Roof Plan) • • • • • •• •• .•• z I2. • •••• • Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drans. Include dim on%lbtis• of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. • • •••• • • • Perimeter Width (a'): Corner Size (a' x a '): •' • ••• • • • •..... • • •••••I • ••..• • • ••••• •••••• • • • •.•••• • • •.•..• • • Page 2 http : / /www. miami dade. gov/ building /roofing_permiti ng/permit_app_secti on_a.HTML SECTION R.4402.13 • • • • • HIGH VELOCITY HURRICANE ZONEIS.BliEbUifiEjittiVIERS NOTIFICATION FOR ROOFING CO1{1Slte TIONS.:. R4402.13.1 Scope. As it pertains to the section, it is the reiponsibUity pf roofingaco .t:.ctor to provide the owner with the required roofing permit, and to explain to thevvsnee the :oatenr8f the egtiorj.. he provisions of Section R4402 govern the minimum requirements and stanc ar s et the intitStrP for roofing *stem installations. Additionally, the following items should be addressed as part of the agreement ltetwten the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. .. • • • •• ... S. • • • • • • • • • • • • • Aesthetics- Workmanship:•the:vdrltm hlp. rpvj§fons of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) 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 Section R4403. (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 roofing contractor and/or owner should notify the occupants of adjacent units of roofing to be performed. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof dec ng can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. The provides the option of maintaining the appearance. Ponding water: The current roof system and/or deck of the building may not in 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 roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. Ventilation: Most roof structures should have some abilityto vent natural air ow through the interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional v j ing which can rey;� n extending the service life! e roof. Atti e; ilk Owner /Agent s Signature Date ontractor Signature Date • • lagrEETZ1 DEC o 6 2006 IT BY: .. SIVA- ....... R�ec -.c44-5 • Florida Building Code Edition 2002 High Vsiodty Hurricane Zone Uniform Perri App'cation Fans Section C (Low Sliced Roof Svstentl • Fill in Specific Roof Assembly Components and identify hienufacturer (Ma component is not used, Mod/yam Fastener spaebtp for AnchorlBass Sheet Attachment Relit 121,co a Lap, s Rows S •oe Perkmelsc ,• oc ® Lap. 1 Ram O 4'. Comeck•oc.Lap if Row. O, ae Number of fast. sr insulation 6oand �. nr Field Comer Illustrate Components Noted and Details as Appikabis- . wootbloddrg.• Sutler, Edge Tannindloo, Stripping. Fltfikp, Continuous CissL Cant Strip, Bose Flashing, Countg- flashing, Etc. Mak: 111e.n Roof Mites Palep t MOM. • Height of Bas. F1D.hirM, %Po4erK ja.isn eL • .:. Madsrlal Thickness, irggsr Type,. Follow • knsii. son Baas Lager; N . J Base Swalation Size and Thickness: 4 4 Top h d. on ayrBap Irmulstion Fasis nentionin g f lY Tap insulation Size and Thidomer A Top FaslensriBondU g • Spacing or Submit 001 SIftr • • • Comply wlth RAS 111 • chapter . • • • .• •• .••• • .. • • • • • • ••.• • • • • • 0„ dou.4,4.4-,,,.;- 4,»s F ������. mil Ro Roof Height MIA MI•DADE BUILDING CODE COMPLIANCE 01rFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, N 07470 MIAMI- DADECOUNTY, FLORIDA METRO-DADE pL.At3LER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 • MIAMI, FLORIDA 331304563 1305) 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 Prod Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHI). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control County) reserve the t to -; Division (]n Miami Dade (;ounty);'and/or the Ald! (in areas otbeerthaq-Miami Dade ty) .. product or material fails to pe'rfcnn in .have this product or':�aterial tested >for quality assurance purpo�s.If this :• the accepted manner, the manufacturer will :incur the expense of.anal' testing and the AHI 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 Sigh Veloc1IJ30unicane Zone of the Florida BuildingCode. • • • • • • • • • D1 CRItrilON: GAF Conventional Built -Up Roof System for Wood Deck. LABELING: Each unit shall bear a permanent label with the manufacturer's name os Ididocity, s%atd bfid following statement: "Miami Dade County Product Control Approved ", unless otherwise noted hereig.. • • • • • RENEWAL of this NOA shall be considercxl after a renewal application has been filti aa4 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 os Efildge in tl[e 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. Many 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 jab site at the request of the Building Official. This NOA renews NOA 002- 0405.09 arid consists of pages 1 through 21. The submitted documentation was reviewed by Frank Zuloaga, RRC • • • NOA No: 034503.05 Expiration Date: 11/04/08 Approval Date:10/23/03 Page 1 of 21 • ROOFING SYSTEM APPROVAL Cam Roofing Sub- CatorY: BUR DD' Maxim um Desi Pressure Fire Classification: Wood 75 psf See General Limitation #.1 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: - TABLE I Test Product fined = d DDesc_tioa' ASTM D 41 Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. Product GAP Asphalt Concrete Primer (Matrixr" 307 Pruner) GAF lormeral Shield® Granules GAF WeatherCCo'tu® Emulsion (Matrix174 Fibered 305 Emulsion) GAF Premium Fibered Aluminum Roof Coating (rqatricTM System Pro Aluminum Roof Coating Fibered 301) GAF letblack All Weather Plastic Cement (Matrix"` Standard • Wet/Dry Roof Cwt 204) RU3EROID© Modified Bitumen Flashing Cement ietbtack Premium Flashing Cement GAPGLAS ®#75 GrAFGLAS #80 Ultima Base Shoat' GAPGLAS Flex Ply PlYnti 6 Dimensions 5, 55 gallons 60 lb. bags 1, 5 gallons 1,5 gallons 5 gallons 5 gallons ASTM D 1863 " arsuwaes for surfacing of exposed ;"asphalt, cold process cement or emulsion. GAF Mineral Shield® Gantries shall be used for flashing applications only. ASTM 1227 Surface coating for smooth surfaced roofs. ASTM D 2824 Fibered aluminum coating; • • . -. • • .... • • .... • • • • • • • .. • .... • • .... • • • • • ASTM D 3019 Refined asphalt blenddU 1N a mined: ; ASTM D 3409 stabilizer and fibers. 11tiidhesion jo • • wet and dry surfaces.. • • • • • .. 39.37" (1 meter) wide 3937 (1 meter) wide 3937" (1 meter) wide • .. .... .• .. • .... ASTM 1) 4586 Fiber reinforced, polymer modified hashing cement ASTM D 4586 Asphalt flashing Cement. ASTM D 4601 Asphalt impregnated and coated glass mist base sheet ASTM D4601 Asphalt impregnated and coated, fiberglass base sheet ASTM D 2178 Type VI asphalt impregnated glass felt with asphalt coating. • • • NOA No: 034503.05 Expiration Date: 11/04/08 Approral Date:10/23/03 Page 2oif21 • • Product GAFGLAS Ply 40 GAFGLAS® Mineral Surfaced Cap Sheet GAFGLAS® STRATAVENT® Eliminator Perforated GAFGLAS® Flashing GAFGLAS® STRATAVENT Eliminator Perforated Nailable • RUBEROID® SBS Heat- 1 meter (39.37") 'Welder Sze surfaces. RUBEROID® SBS Heat- • 1 meter (39.37'} ASTM D-6164 Non-Woven Polyester mat coated with Welkin' in' Granule wide polymer modified asphalt and surfaced with mineral granules. Test Dimensions Specification 3937" (1 meter) ASTM D 2178 Type IV asphalt impregnated glass felt with wide asphalt coating. ASTM D 3909 Product Description 39.31" (1 meter) wide 3937' (1 meter) • wide Various 39.37" (1 meter) wide ASTM D 4897 D 3672 Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Fiberglass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. ASTM D 4897 Fiberglass base sheet impregnated: and D 3672 coated on both sides with asphalt. Stirhaced on the bottom side with mineral granules • embedded in asphaltic coat. AST/v1 D-6164 Non -Woven Polyester mai coated with . • polynii modified asphalt and smooth . RUBEROID® SBS Heat- 1 meter (3937") ASTM D-6164 Non-Woven Polyeste a mat coated 3ntiilWe Weld, 170 FR wide retardant polymer modified asphalt KS.. surfaced with minerapgres. • • • RUBEROID® SBS Heat- 1 meter (3937') ASTM D-6164 Non-Woven p • r Welting PLUS wide polymer �ioi d 1►a1$not surfade nun exal granules. • ... • .... RUBEROID® SBS Heat- .1 meter (339.37') ASTM D-6164 Non-Woven d Poly stq ated iantlfp Weld PLUS PR surfaced with mineral granites. ... • RUBEROID® SBS Heat- 1 meter (3937") ASTM D -6164 Non-Woven Polyester mat foated:vitir• • wide polymer- modified aspti It mid smged; • . Weld's 25 surfaced. 39.37" (1 meter) ASTM D4601, Premium glass fiber reinforced SBS- wide Type II, UL modified base sheet Type G2 BUR 39.37" (1 meter) ASTM D 6163 SBS modified asphalt base sheet and wide ASTM D 5147 interply sheet reinforce with a glass fiber mat. Ruberoid® Mop Granule 393 ) ASTM D 6222 Non woven polyester mat coated with mineral granules. RUBEROID Modified Base Sheet Ruberoid® 20 ... • 7" (1 meter) 5147 polymer wide ASTM modified asphalt and surfaced with • • • • • • • • •. • • NOA No: 03-0501.05 Expiration Date: 11/04/08 Approval Date:lUf23103 Page 3 of 21 Product Ruberoid® Mop Plus (Granule) • RUBEROID MOP . Smooth RUBEROID® MOP 170FR RUBER. Me MOP PR RUBEROID® TORCH Smooth . RUBEROID® TORCH Granule RUBEROID® TORCH PLUS (Granule) RUBEROID® TORCH FR RUBEROID 170FR TORCH RUBEROID®30 RUBEROID® 30 FR Dimensions 39.37' (1 meter) wide 39.37" (1 meter) wide RUBEROID ULTRAC,LAD® SBS Test Product Specification Descri lion ASTM D 6222 Non -woven polyester mat coated with • ASTM D 5147 polymer modified asphalt and surfaced with mineral granules. ASTM D 6164 Non -woven polyester mat coated with ASTM D 5147 polymer - modified asphalt and smooth • surfaced. D 6164 Ton -Woven polyester mat coated with fire 39.37" wide meter) ASTTM ] mer modified asphalt and wee ASTM D 5147 retardant mineral granules. 39.37" (1 meter) ASTM D 6164 Non Woven polyester modified coated with a�� wide ASTMD 5147 surfaced with with mineral granules. 393T' (1 meter) ASTM D 5147 heavy duty, polyester reinforced, aspbak wide • modified bitumen them/Ilene, smooth surface. ASTM D 5147 Asphalt impregnated, coated felt, surfaced with mineral granule. ASTM D 6222 Heavy duty, polyester reinforced, asphalt ASTM D 5141 modified bitumen membrane, gtat►ule surface 39.37" (1 meter) wide 3937" (1 meter) wide RUBEROID® Dual FR • •. 39.37" (1 meter) ASTMD 6222 Heavy duty, polyester il ;info'rced, aided wide . ASTM D 5147 with fire retardant asplpilt pnodified Piano membrane, granule surf... ASTM D 6r..2 Heavy duty, polyester eginced, ceatea, • 39.37" (1 meter) Wide • ASTMD 5147 with fire retardant asplia dified 11i n • membrane, granule suet . • • •' ASTM D 6163 Non -woven f berglasCmat dated At: . 39.37" (1 libeler) wide ASTMD 5i47 polymer modified asphalt and surf •.VA th mineral granules. • • . • • • mat coated with Elsa 3937" (1 meter). ASTM D 6163 Non woof modified asphalt and wide ASTM D 5147 retardant polymer surfaced with mineral granules. 3937" (1 meter) ASTM D 6298 Woven fiberglass mat coated with Polymer wide ASTM D 5147 modified asphalt and surfaced with aluminum, copper or stainless steel foil. 39.37" (1 meter) ASTM D 6164 Non -woven polyester and fiberglass Wide ASTM D. 5147 coated with file retardant, polymer litIe asphalt and surfaced with mineral gran a .....• • • • • • • • • • • • NOA No: 03- 0501A5 Expiration Date: 11/041/08 Approval Date:10123RO Page 4 cent • Product ct Vent Stacy (metal and plastic) GAF Aluminum inum Emulsion GAF Aluminum Roof Paint (Matrix® System Pro Aluminum Roof Coating Fibered 302) GAF Built-Up Roofing Asphalt RUBEROID MOD Asphalt, Asphalt L & ' Asphalt P :. Tile -Mate Base Sheet Tile -Mate Cap Sheet Shingle -Medal Underlayment TopCoat® Surface Seal SB (Matrix 602 SB Coating) GAF WeatherCote® MB+(Matrix 715 MB Coating) TopCCoa MB+GMatrix 715 MB Coating) WeatherCote " (Matrix 531 WeatherCote® Elastomeric flashing Grade) Matrix Low VOC Matrix 101 System Pro SBS Adhesive (Ruberoid®MB) Matrix 201 System Pro SBS Flashing (Ruberoid ®MB) Matrix 102 Select SBS Adhesive Dimensions 5 gallons 5 gallons 100 lb. cartons, bulk • 601b. kegs 39.37" (1 meter) wide 39.37" (1 meter) wide 4 sq. roll 30 lbs. 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons Test Specification PA 100(A) ASTM D 1929 ASTM D 635 None ASTM D2824, Type I Product Descri»tion One way valve vent used to relieve built -up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. Mineral colloidal bituminous emulsion with reflective aluminum flakes Non -fibered aluminum pigmented, asphalt roof coating ASTM D312, Interply mopping and surfacing asphalt TYPena 11, III and IV ASTM D4601 • ASTMD 3909 SEBS modified asphalt Asphalt impregnated and coated, fiberglass base sheet Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Fiberglass reinforced shingle under:at • • • • ••• Surface coating for smooth surfaceran • mineral surfaced roofs • • ...• •••• Surface coating for sd $urfece l.A' • mineral surfaced raolse • • • • .. .. •. • Surface coating for sin Surfaced add mineral surfaced rook. ' • • " • Surface coating for sanootbsurfacea �an� ASTM D3019 ASTM D3019 ASTM D3019 mineral surfaced roofs. • • • •. • Surface coating for smooth surfaced and mineral surfaced roofs. Cold'Applied Modified SEBS Asphalt Adhesive Cold Applied Modified SEBS Asphalt Adhesive —Flashing-Grade. Cold Applied Modified SEES Asphalt Adhesive. • • • • • • • • •• • • • • NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23/03 Page 5 of 21 • Product (Rubcroid ®MD) Matrix 202. Select SBS Flashing Matrix 203 Standard Plastic Cement Matrix 213 Gun Grade Plastic Cement Matrix 103 Cold Adhesive Matrix 303 Select Fibeted Aluminum Matrix 304 Select Non - Fibered RUBFRGIDO Modified D it-ctmca Adhesive imensions 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons APPROVED INSULATIONS: Product Name GAFTEMP Isotherm R. RA, RN & Composite, EnergyGuard RA GAFIT,MP® Composite A & N (BMCA)GAF U3MPO Fiberboard CAFI•EMP® Permalite GAFfEMP GAPCANT"4 Test Product Specification Description .. ASTM 1)4586 Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. ASTM 1)4586 Standard Plastic Asphalt Roofing Cement ASTM D4586 Standard Plastic Asphalt Roofing Cement Caulk Grade. ASTM D3019 Cold Applied Asphalt Adhesive. ASTM D 282A Fibered aluminum coating. ASTM D2824, Non- fibered aluminum pigmented, asphalt Type l roof coating. ASTM D 3019 Fiber reinforced, rubberized Adhesive Type 111 TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Fiberboard insulation. Perlite insulation board. Cut perlite board UAP TElvlP Pennalite Recover Board Perlite recover board GAFTEMP CA>~'EUGETM Tapered Tapered perlite board Edge Strip (BMCA) G.Alrf AMP® High Density High density wood fiberboard insulation. Fiberboard DM,MCA GttergyGuard, RA Manufacturer (With Current NOA) GAF Materials Corp. • • • GA'F hg'aterialKon). • • •• • •••• ••••• • Gyfii* Matenals'C8tp. •••• GAF gateriarrodri. $3Ale 111laterial4Crp. rAFi�latecial Korp GAP Materials Corp. GAP Materials Corp. Polyisocynurate. foam insulation BMCA BMCA Composite EnergyGuard, RA Polyiscx:ynuuitelwood fiberboard composite Polyisocyanuratc foam insulation Polyisocyanurate foam insulation PY ROX White Line BMCA Apache Products Co. Apache Products Co. •• • • • • • • • • • • • • • NOA Na: 03- 0501.05 Expiration Date: 11104/0/1 Approval Date:10/23 /03 Page 6ot'2l APPROVED INSULATIONS: Product name ACFoam 1, II & Composite ISO 95+ ISO 95+ Composite Wood Fiber 3igh.Density Wood Fiberboard edits Insulation • Dens. Deck ENRG'Y 2 & ENRG'Y 2 PLUS, UltraGard Gold FiberGlass Roof Insulation Structodek Multi -Max & FA Paroc Base Board Paroc Cap Board. APPROVED FASTENERS: Fastener .Number 1. 2. 3. . 4. 5. 6. TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanuratelperlite ridged insulation Wood fiber insulation board Wood fiber insulation board Perlite insulation board Water resistant gypsum board Polyisocyanurate foam insulation Glass fiber/ Mineral fiber insulation Wood fiber insulation board Polyisocyanurate roof insulation Rockwool insulation TABLE 3 Product Product Name Description GAF1T1E® (Drill -Tea) Insulation fastener for . #12 Standard & #14 Heavy steel, wood & concrete Duty Roofing Fastener decks. GAFT1TE® (Drill-Ter®) Pre - assembled GAFTITE ASAP Fasteners and metal and plastic plates. GAFTITE® (Drill-Tea) Base sheet fastening Base Sheet Fastener and assembly. Plate Galva hunt Plates (Drill- Round galvalume stress Tea Metal) Round polypropylene Polypropylene Plates po ypropY (Drill -Tec® Plastic) stress plates. Delfast Fasteners #12, #14 Insulation fastener and for #15 decks Manufacturer • (With Current NOA) Atlas Energy Products Firestone Building Products, Inc. . Firestone Building Products, Inc. generic generic generic G-P Gypsum Corp. Johns Manville Dimensions 3" and 31A" 3" and 3Van Johns Manville Masonic. RMax, Inc, Partek, Inc. • • • • • • .. • • • • • • • • .• • • • • • • XIenufactasrer� • avithCu�tli4A) • • ZA?Materialb�. . • • • • • ••.• • • • QAd Material? rtrp. • • • • GAP Materials Corp. GAF Materials Corp. GAF Materials Corp. Construction Fasteners Inc. ...... • • • • • • • NOA No: 03.050105 Expiration Date: 11104/08 Approval Date:10/23/03 Page 7 of 21 APPROVED FASTENERS: Fastener Product Number Name 7. Dekfast Flex Plate 8. Dekfast Lock Plate 9. #12 Roofgrip Fasteners 10. Metal Plate 11. Gearlok Plastic Plate 12. Glasfast Fastener 13. Olympic Fastener #12 & #14 14. Olympic Fastener ASAP 15. Olympic Polypropylene 16. Olympic G-2 17. Olympic Standard 18. Insul Fixx Fastener 19. 1psul Flxx S Plate 20. Iusul Fixx P Plate 21. TruFast 22. Tru Fast Plates 23. TruFast Plates TABLE Product Description Galvaluu a hex stress plate. Polypropylene locking plate. Insulation fastener for wood and steel. Galvalume stress plate. Polypropylene rotmd plate Insulation fastener assembly with recessed plastic plate Insulation fastener Dimensions 2 7/8" x 3V" 3'x3Ye" 3" round 3" square 3.2" Pre - assembled Insulation fastener and plate Polypropylene plastic 3.2r round 3.5" round galvahnne • 33• round AZ55 steel plate 3" round gaivalunn>e AZ50 3" round steel plate Insulation fastener for steel and wood decks 3" round galvalume AZ50 steel plate 3" round polyethylene 'stress plate Insulation fastener for steel and wood decks 3" round galvalrmre.AZ55 steel plate Polyethylene plastic plate Manufacturer (With Current NOA) Construction Fasteners Inc. Construction Fasteners Inc. • 1TW Buildex Corp. ITW Buildex Corp. • ITW Buildex Corp. . Johns Manville. Olympic Manufacturing Group, inc. Olympic.Manufacturing Group,lnc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing • .Group fie.• • • '.. SPSlSti&d,lc • • • • • 3" round • •.•: 40/Stadler «... • •.•• • • 3" round • • •'SFS/Sta' .... • • • • • •• i .Tru -Mast MCorp. 3" round .. The Tru- F1iat.Cv1'p. .. . •••• 3" round TheTruFastt.4. • • • • • • • • • . . .«.... • NOA No: 03-0503.05 Expiration Date: 11104108 Approval Date:10123/03 Page 8 of 21 EVIDENCE SUBMITTED: TestAgency Factory Mutual Research Corp. Factory Mutual Research Corp. Factory Mutual Research Corp. PRI Asphalt Technologies, Inc. PRI Asphalt Technologies, Inc. IRTofS.PL IRT of S. FL Test Identifier PMRC 1996 II 2,B 8A4.AM J 1.3B9Q1.AM J.I.OD0A8.AM 1.L 0D1A8.AM J.L 0Y9Q5.AM GAF -012 -02-02 GAF-020-02 -01 02-005 02 -014 Description Current Insulation Attachment Requirements Wind Uplift FMRC 44704 Wind Uplift FMRC 4470 - PA 114 Physical Properties ASTM D 4977 TAS 114 TAS 114 • • • • • .. • • .... • • ... • • • • .. • • • • • . • ate 01.01.96 07.02.97 01.08.98 07.09.99 0729.94 04.01.98 11.06 01 02.01.02 01.18.02 03.22.02 • • .. • • • • • • • .... • .... • •... .. .. • • .... • • .... .... • .. • • • • • • • • • • NOA No: 03- 0501.05 Expiration Date: 11104108 Approval Date:1023J03 Page 9 of21 • Deck Type 1: Deck Description: Wood, Non - insulated 19/32" or greater plywood or wood plank decks System Type E (1): Base sheet mechanically fastened. All General and System Limitations shall apply. Base sheet: Fastening Options: •�. GAFGLAS #80 Ultiroir t Base Sheet, STRATAVENT ®Vliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat -Weld Smooth or RUBEROID SBS Heat-Weld 25 base sheet mechanically fastened to deck as described below•,. GAFGLAS® Ply 4 ®, GAFGLAS Flex Fly 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 GAFGLAS® Ply 4®, GAFGLAS Flex Pei 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill Tee (3AFr1TE) #12 or #14 Screws and 3" 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 —45 psf, See General Limitation #7) GAFGLAS Flex Ply' 6, GAFGLAS #75 Base Sheet or any of above Base] sheets attached to deck with approved annular ring shams nail¢ and thlelp' it a fastener spacing of 9" o.c. at the 4" lap staggered and in two'rolvs 9" me. in the field. (Maximum Design Pressure —52.5 psf, See Geneoal+Eimitatio, i . • GAFGLAS #75 Base Sheet or any of above Base sheets ettaehed to deck with • Drill Tec (GAFfITE) #12 or #14 Screws and 3" Plates, jY"iitc. in 4 WA.' rine .' row is in the 2" side lap. The other rows are equally sp acbcl' »roxin f 9" o.c. in the field of the sheet. • • • • (Maximum Design Pressure —60 psf, See General Limij ipp#7) • Any of above Base sheets attached to deck approved andula! riteg sbanktsaiis and 3" inverted Drill-Tee (GAFTffE) insulation plates at a fastener 4)e64 of • 9" o.c. at the 4" lap staggered in two rows 9 " in the fief • • • • • • • • (Maximum Design Pressure —6P psf, See .General Limitation tip_ . GAFGLAS #75 Base Slieet or any of above Base sheets attached tosieck with • Drill -Tee (GAPe1'It'n) #12 or #14 Screws and 3 " Plates, 8" 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 —75 psf, See General Limitation #7) One or more plies of GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6® ply sheet, #80 Ultima, RUBEROID MOP Smooth or RUBEROID 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate'of 20- 40 Ibs./sq. (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40lbs.sq. • • • • • • • • • NOA No: 03-0501.03 Expiration Date: 11/04/08 Approval Date :10 /23/03 Page 18 01'21 • • * •• (Required if no cap sheet is used) Install one of the following I. GAF Special Roofing Bitumen with an application rate of 20 lbsisq with an application rate of 1.5 gal./sq.; or GAF WEATHER COAT® Emulsion (Matrix 305 Fibered Emulsion) with an application rate of 3 galisq ; or GAF Premium Fibered Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating Fibered 301) with an application rate of 1.5 gaUsq 2.. Asphalt flood coat at an application rate of 60 IbsJsq. t 20%; plus gravel or •slag with an application rate of 400 lbssq. & 300 Ibsisq., respectively. 3. Top Coat Surface Seal SB (Matrix 602 SB Coating)), Top Coat MB Plus (Matrix 713 MB Coating), GAF WeatherCote or WeatherCote LOW -VOC applied at rate of 1 -15 gal/sq. See Fastening Above * • • •...••• . • • S. • .. • • • • • • • • Al S. • S. •. .••• •a••-- • • • • • • ••.• •••• •••• • • • • • •• •• •• • • • • • • It • • s • • •••• • • S. • •••• • • • • • •• • •••• • • • • • ••• • • NOA No: 03- OSOLAS Expiration Date: 11/04/08 Approval Date :10 /23/03 Page 19 ot21 • ., .e. WOOD DECK SYSTEM LIMITATIONS:. 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum r/" Dens Deck or IA Type X gypsum board is acceptable to be installed directly over the wood deck V�1 GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials 1)ircctory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with 3. 4. 5. 6. 7. 8. 9. Product Control Approval guidelines. All other layers shall be adhered in a full mopping of" approved asphalt applied within the BVT range and at a rate of 20-40 lbs /sq., or mechanically attached using the fastening pattern of the top layer . All standard panel sizes arc . acceptable for mechanical attachment When applied in approved asphalt, panel size shall be 4'x 4' maximum. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the hose 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 sideiap 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 rnnxinu m Cesign pressure of -45 psf. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force 'f SAlue of 275 lbf , as tested in compliance with Testing Application Standard TA.i' 105.1f lhc'Integer :aloe, as field- tested, are below 275 lbf. insulation attachment shall not be acceptable: • • , •. • • Fastener spacing for mechanical attachment of anchor/base sheet or ntembrnnteattachnuent fs based' on a minimum fastener resistance value in conjunction with the maximum desigli.vatueliste.Jwrithiu a specific system. Should the fastener resistance be less than that required, is actermine4j the , :.. • Building Official, a revised fastener spacing, prepared, signed and seated b ririda l' j5tcred ill Engineer, Architect, or Registered Roof Consultant may be submitted. Sai4igypc1 fastener spacing •: shall utilize the withdrawal resistance value taken from Testing Application Stdnaards TA&; 4015 and calculations in with Roofing Application Standard RAS 117. • • • • ` . • Perimeter and corner areas shall comply with the enhanced uplift pressures •cqulrein"tite4f thefts • areas. Fastener densities shall be increased for both insulation and base _shcct,as c'hhqufated in compliance with Roofing Application Standard RAS 117. (When this limitation is sped fien ly 1 ..' referred within this NOA, General Limitation 119 will not be applicable.) All attaclunei t and sizing of perimeter Hailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 11 t and applicable wind load requirements. 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 to permeated for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corneis). (When this limitation is specifically referred within this NOA, General Limitation 87 will itot • • • • • . be applicable.) 0.-'All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 913 -72 of the Florida Administrative Code. ` . END OF TINS ACCEPTANCE NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval l)ate:10/23/03 Page 21 of 21 • Roofing Systems. (TOFU)- Continued • GAFCLAS #80 Premium Base Sheet may be used in any of the following • swsteas. a "GAilgias Re: Ply 6" is a suitable alternate to "GAFglas Ply 6". "GAFTEMP Permaihe Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications. Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid Heat Weld" SBS roofing membraner may be used in lieu of "Ruberoid Mop" 585 products in any applicable Ciassifcation. Class A 1. Deck: C -15 / 32 • incline: 3 insulation (Optional): One or more layers perlite, wood fibec glass fiber. isocyanurate. urethane, perlite /isocyanurate composite, perlite/ urethane composite. wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers Type Cl "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped. Sudadng: Gran -el. 2. Deck C -13/32 Iodine: 2 insulation (Optional): One or more layers perlite, wood fibec glass fiber isocyanurate, urethane. perlite/isocyanurate composite. perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic. any thickness. Ply. Sheet Three or more layers Type Cl `GAFGLAS Ph .4" or "GAFGLAS Ply V. Cap Sheet one layer Type G3 "GAFCLAS Mineral Surfaced Cap Sheet ". 3. Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fibec glass fiber, isocyanurate. urethane, perlite /isocyanurate composite. perl'ter urethane composite, wood fiber /isncvanurate composite. is 2 in. morn. Ply Sheet Two or more layers Type Cl "GAFCLAS Ply 4" or "GAF - GLAS Ply 6". • Cap Shea% One layer Type G3 "GAFCLAS Mineral Surfaced Cap Sheet". • 4. Deck NC incline 1/2 • Insulation: One or two lavers "isotherm R ", 4 in. max, hot mopped. Ply Sheet Any It Classified gravel surfaced Class A asphalt glass fiber mat system. 5. • Deck: C -15/32 incline 1 Slip Sheet (Optional) Red rosin paper nailed to deck. Base Sheet One layer of Type=2 "GAFGLAS 075 Base Sheet" (may be nailed). Ply Sheet One or more layers of Type Cl "GAFGLAS Ply 4" or GAFGLAS Ply 6'. Cap Sheee One layer of Type G-3 "GAFGLAS Mineral Surfaced Cap Sheet ". (,) Dale NC . Incline. 3 . Base Sheet One layer of Ty• pe G2 "CAFGLAS 075 Base Sheet ".• - Plx. Sheet One or more layers of Type GI "GAFGLAS Ply 4" or GAFGLAS Ply 6' Cap Sheer One layer of Type G-3 "GAFCLAS Mineral Surfaced Cap 7. Deck C-15/32 incline: 2 insulation: One or more layers pulite, glass fiber, isocyanurate, ure- thane, perlite)isocyanurate composite, perlite /urethane composite, pho- noffc, 1.0 in. men (offset from plywood Joints 6 in.). Base Sheet: One or more layers of Type Cl, C2 or G3. Membrane. One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet "GAFCLAS Mineral Surfaced Cap Sheet", hot chopped, 8. Deco C -15/32 • incftne :2 Insulation (Optional): One or more layers perlite, wood filar, glass fiber, isocyanurate urethane, perlite /isocyanurate composite, perlite/ - thickness. composite, wood filar /isocyanurate composite, phenolic any Base Sheet T1vo or more byes of Type G2 or G3 • M Sheet (tonal): One or more layers of Type CI. • • • :: granule), "Rubezokl Torch nue Membranes One or mom layers of "Ruberoid Torte" (smooth or • granule) or Rubervld Mop per" }Rrrberdd Mop" (smooth or rn'o'�a.ir_. -. ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)—Con tinned Cap Sheet "GAFGL/ S Mineral Surfaced Cap Sheet ", hot ono ppe • • Deck: C -IS/32 Class Insulation (Optional): One or mom 'ayes er /: avers perlite. wood filet fiber: isocyanurate. urethane, perlite/txya%urate composite. per urethane composite. wood fiber/isocyanurate composite. phenolic thickness. Ply Sheet Twu or more layers on Type Cl "CAFGL S Ph 4 "GAFGLAS Ph 6" Cap Sheet: Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" mopped. 2. Deck C •15/32 Incline 3 -1.2 Insulation (Optional): One or more layers perlite. .wood •fiber • fiber, isocyanurate. urethane, pert telisonarurrate composite, per a/ethaie composite. wood fiber/isocyanurate composite. phenol•)-. thickness. Base Sheet Two or more layers of Type Gl. G2 or G3. Membrane: One or more 'layer: of "Ruberoid Torch" tsmoc t: granule), "Ruberoid Torch Plus (granule),'Ruberord Mop" ism* granule) or "Ruberoid Mop Plus" (granule). Cap Sheet "GAFGI.AS Mineral Surfaced Cap Sheet ", hit mc- ppe. • Deco C -15/32 • Class C Indium If 2 Insulation (Optional): One or more layers perliie, wood fiber. 1 fiber isocyanurate. urethane, perlitei bocyanura to composite. per urethane composite, wood fiber/isocyanurate composite, phenolic. thickness. Ply Sheet Three or more layers of Type GI "CAMAS Ply 4 CAFGLAS Ply 6 ". Sudacng: "Special Roofing Bitumen" 20. ibs /sq. COAL TAR FELT SYSTEMS WITH 110T ROOFING COAL TAR Class A • Deck C -15/32 / 2 Insulation (Optional): Qne oa more layers peril*. wedit sbet hoer, isoL7anurate, urethlgt•oellitelisnwanurate composite, per urethane composite, w od • fi brrasag'a4rlte‘bmpiiie• f enohc. thickness Ply Sheet Three or nut/14ft of GAFGLAS Pl • 6" hot mopped i.%ymnie kAbS 4' Surfacing: Gravel ••••• c••• ••••• COMB1NATlOMPZAND CEYA SYST11I4 • • •-••• • • Deck NC • • Vets A Inciting: Insulation OP nalk • or a• re laye&e. rlite, w• $ej• � r og ibehnoax. "GAFGLAS Thee .or • i'• of WPC' 11 "G.ACQ,65;P1v �' •• •• ••••• • •- Surfacing: Grundy Industries "al MB Alsi Iiiiurn Roof Coaling. EfecturNC • Insulation ( tionalk One or ▪ Incline: 1 OP � more lacers hrrlite, wood fiber, g fiber, isocyanurate, urethane, perlite/isocyanurate composite. pert urethane composite, wood fiber /isocyarwrale composite, phenolic. thickness. Ply Sheet: Three or more layers of Type GI "GAFGLAS Ply 4" "GAFGLAS Ply 6 ". Surfacing: NC "Weather Coat Emul▪ sion" at 3 /sq. • Deck insulation: One or two layers c Yens "Isotherm rm 1 /2 R , 4 inrr„ hot mopped, • Ply Sheet Any UL Classified gravel surfaced Class•A asphalt glass fi mat system. Deck NC Inane 2 Insulation (Optional): Isocyanurate, paper, ieocsanurate /compos wood fiber and glass fiber, any thidiness, mechanically fastened. Base One ply Type CI or G2, mechanically fastened or 1 Ply oe% One or more plies Type GI or Q, adhered with hot roof asithai• surdnip "GAF Premium Fibered Aluminum Roof Coating ", 1 -1 D No "GAF Weather Coat Emulsion., 3 gal /� me I insulation (Op tional) Pe y polyaw cyahurat;• wod file mechanically fastened, an Y �. 2. • 3. 4. 5. • LOOK FOR THE UL MARK ONiPRODUCT MIAM IMCMETMI J9l DEC 0 6 2006 s, FTOG, BY._UP BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Hanson Roof Tile d.b.a. Pioneer Concrete Roof Tile 1340 SW 346 Ave Deerfield Beach, FL - SCOPE: This NOA is being • h The documentation Review C Jurisdiction MIAMI -DAD* COMM FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLBR SrBEET, SUTIX 1 U MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 le rules and regulations governing the use of construction materials. by the BCCO and accepted by the Building Code and Product County and other areas where allowed by the Authority Having This NOA shall : ':: fir'} �, . a. , •w date stated below_ The BCCO (In Miami Dade trimly) 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 mammer, the manufacturer will incur the expense of such tuI 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 South ;WIC Buildygg . Code, 1994 Edition for Miami -Dade County or Florida Building Code. • .. DESCRIPTION: Palems. Double Roll and Hacienda Double Roll Roof Tile • • .... .... • • RENEWAL of this NOA shall be considered after a renewal application has been filed and them has been no... change in the applicable building code negatively affecting the performance of this product. • • • •' • • •' TERMINATION of this .SIOA will occur after the expiration date or if there has been a revision or tangy hrdinn materials, use, and/or manufacture of the product or process. Misuse of this NOA as as endorrienuakof any •' •' product, for sales, advertising or any other purposes shall automatically terminate this NOA. Faire to comeFv,th 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 imspeition at the job site at the request of the Building Official. This NOA consists of pages 1 through 7. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No.: 02- 0709.08 Expiration Date: 12/1007 Approval Date: 02/22/02 Page 1 or 7 TOUGH ROOFING COMPANY INC. STATE CERTIFIED ROOFING CONTRACTORS • CERTIFICATE # CCC056999 •• • • • • •• • •••• • • • • • • • •••• • • • • • • •••• • • • • • • •• • • • • •••• •• •• • • •••• • • •••• • •• • • • • • • • • •••• • • •••• • • • • • • •• • • • •• • • 20430 N.W. 24 COURT • MIAMI GARDENS, FL 33055 -1537 • Phone: (305) 622 -8278 • Cell: (305) 710 -9299 • • • ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: Roofing Roofing Tile Concrete 1. SCOPE This renews a roofing system using Hanson `Papa Double Roll and AatiendiaRoof Tile, as manufactured Hanson Roof Tile d.b.a. Pioneer Concrete Tih: described in Section 2 of this Notice of Acceptance. For the locations where the pressure re4 , do not exceed the values list:d in sect 4 herein. The attadunent calculations shall be done as a moment based 2. PRODUCT DESCRIPTION Mbv AooU M Hanson Palma Doubk= Roll Tile Hanson "Hacienda" Trim Picas Length: 16W' Width: 13" %s thick Length: 17%" Width: 13" 1/2" thick Length: varies Width: varies Varying thidkoess Test Su:6tations TAS 112 TAS 112 TAS 112 Product Low profile, interlocking, extruded concrete roadie equipped with two mil holes. For direct deck or battened nail-go, ntar or adhesive set applications. . . • .. • • • • Low profile, iataioei, extradad oonm .. • roof tile equipped with two mil&le and • double roil ribs. For direct rltelt b7 batteped • • • nail-on, mortar or adhesives& itIplicationle • • Accessory trim, concrete roil:i es for uspti hips, rakes, ridges and vanes 19Pli atians. Manufactu ed for each tile,rofild. .... • 2.1 COMPONENTS DR PRODUCTS MANUFACTURED BY OTHERS frLa Rainproof II Ice and Water Shield Dimensions 30" x 75' roll 36" x 75' roil Or 60" x 75' roll 36" x 75' roll Test SnaiSca 12 TAS104 TAS 103 Product • • • •. •• • •••• • .. • •••• Single ply, nail -on underdayatent with 2" Protect -O -Wrap, self-adhering top Inc. edge. (With current NOA) Self adhering W.R. Grace Co. undalayment (With current NOA) NOA No.: 02-0709.08 Fapratm hilt~ 11116!07 Approval Data tl02TA2 Page 2 at 7 TOUGH ROOFING COMPANY INC. STATE CERTIFIED ROOFING CONTRACTORS • CERTIFICATE # CCC056999 •• • • • • •• • •••• • • • • • •••• • • • • •••• • • • • •• •• •• • • • • • • • ••• •••• •••• • • • • •••• •••• • • • •• • • • •• • •• • • • • • • • • • • • •• • • • • • • •• 20430 N.W. 24 COURT • MIAMI GARDENS, FL 33055 -1537 • Phone: (305) 622 -8278 • Cell: (305) 710 -9299 Wood Battens Ti le Nails Tile Screws Roof Tile Mortar (`TileTite Roof Tile Mortar ("Qu3uete® Roof Tile Mortar #1140") Roof Tile Mortar ( "BONSAL® Roof Tile Mortar Mix") Vertical Mm. 1"x 4" Horizontal Min. 1 "x 4" for use with vertical battens or 'Win. 1 "x 2" for use alone Roof Tile Adhesive (Polypro® AH 160) Roof Tile Adhesive TileBond Hurricane Clip & Fasteners Min. 10dx 3" #8x 2 Ys" long 0.335" head dia. 0.131" shank dia. 0.175" screw thread dia. N/A N/A N/A N/A Factory mixed canisters Clips Vi" width Min. 0.060" thick Clip Fasteners Min. Sd x 1 Y4" Test Specifications Product Description ngEd rctnrtr Wood Preservers Salt pressure treated Generic Institute LP — 2 or decay resistant (With current NOA) lumber battens TAS )14 Appendix E TAS 114 Appendix E TAS 123 TAS 123 TAS 123 See NOA Sec NOA TAS 114 Appendix E Corrosion resistant screw or smooth shank nails Corrosion resistant, coated, square drive, coarse thread wood screws Prepared mortar mix designed for mortar set roof tile Prepared mmtar mix designed for mortar set roof the applications. Prepared mortar r nux designed for mortar set roof tile applications. Adhesive designed for use in roof tile applications. Single component polyurethane foam roof tile adhesive Corrosion rest clips with corrosion resistant nails. Generic (With current NOA) Generic (With dent NOA) Bermuda Roof Inc. (W- HQ' .. . .. . . . . Austnicticat .. duds .... (Wsdra rrci tNQA). .. .. .. . • . . W.1L'Hansel W •. cement Ne.01 • . . • Polyfaam Products, Inc. (With current NOA) Flexible Products (With current. NOA) Gamic (With current NOA) NOA En: 024709.1)8 Expiration Date 12/16107 Approval Data 68/22/02 Page 3d? • • • • • • • • • • • TOUGH ROOFING COMPANY INC. STATE CERTIFIED ROOFING CONTRACTORS • CERTIFICATE # CCC056999 •• • • • • •• • •••• • • • • • •••• • • • • 1100. • • • • •• •• • • S. • • • • •••• •••• •••• • • • • •••! •••• • e• • • • • • S. • • • •• • • • • • • 20430 N.W. 24 COURT • MIAMI GARDENS, FL 33055 -1537 • Phone: (305) 622 -8278 • Cell: (305) 710 -9299 3. LIMITATIONS 3.1 Fite classification is not part of this acceptance. 3.2 For mutar or adhesive set tile applications, a static field uplift test in accordance with RAS 106 may be required, refer to applicable building code. 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 hat mapped mderlaymoent 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 applicable building code. 4. INSTALLATION 4.1 Hanson 'Palma Double Roll and Hacienda' Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 120. 4.2 Data For meat Cale lations • • • Table 1: Aerodynamic Multipliers -X (ft') Tile Profile • • • Tile Profile a. (its) Batten Application 0.267 a.t • . Direct Desk %Velicatiaro . 0289 • • • ..• •__• ..•..• • Hanson Palema Double Roll and Hacienda Tile • .. • Table 2: Restoring Moments due to Gravity - Ma (t -lbf) . • : - • , Tile Profile 3":12" 4":12" 5":12" 6":12" ' • .7";12" greed Battens or .. • •• Direct Deck Hanson Palema DoLdge Roil and Hacienda Tile Battens Direct Derr Battens Direct Deck Battens Direct Deck Battens Direct Deck 5.92 6.80 5.82 6.69 5.70 6.55 5.56 6.39 5.41 6.22 NOA No.: 02-0709.05 Expiration Data 17/14J07 Approval Data W2J02 Page 4 of 7 TOUGH ROOFING COMPANY INC. STATE CERTIFIED ROOFING CONTRACTORS • CERTIFICATE # CCC056999 • •• • • • • •• • •••• • • • • • 1 • •••• • • • • • • •••• • • • • • • •• •• •• • • • • • • •••• •••• •••• • • • • •••• •••• ••••■• • • • •• • • • •• • •• • • • • • • • • • •• 20430 N.W. 24 COURT • MIAMI GARDENS, FL 33055 -1537 • Phone: (305) 622 -8278 • Cell: (305) 710 -9299 Tile Profile Table 3: Attachment Resistance Expressed as a Moment - Mr (ft-Mt) For Nail =On Systems Fastener Type Direct Deck Direct Deck Battens (Min 15/32" (Min. 19132" plywood) plywood) Hanson Palema Double Roil and Hacienda Tile 2 -1 Csd Ring Shank 27.8 37.4 Nails 1-10d Smooth or 8.8 I 11.8 Scnaw Shank Nail 2 -10d Smooth or 16.4 Screw Shank Nails 1 #8 Screw 25.8 2#8Screw 47.1 1 -10d Smooth or 24.3 Screw Shank Nail (Field Clip) 1 -10d Smooth or 19.0 Screw Shank Nail (Eave Clip) 35.5 2 -10d Smooth or 35.5 Screw Shank Nails (Field Clip) 31.9 2 -10d Smooth or 31.9 Screw Shank Nails (Eave Clip) 2 Rmg Nails' 28.8 4.1 21.9 j 7.1 25.8 47.1 24.3 22.9 49.1 24.2 19.0 i 22.1 • . - -. • • • • ..34.8• •• •• 32•2 .... • • ... •••• •.... •••• • • • •• • •• .. ••• • •• ... 67.5 •• ••• 50.9 • -1Od Shank 43.0 .... . • • .... 1 Installation with a 4" the headiap and roamers are located a mm. of 2/i from head of tire, • • : • • -: • • •• Table 4: Attachment Resistance Expressed as a Moment Mr (R -Ibf) For Two Patty Adhesive Set Systems Tim Tile Application Minimum Attachment Profile Resistance Hanson Palema Double Roll Adhesive 26.1' land Hacienda Tik' 2 See manufactures component approval for installation requirements. 13 Flexible Products Company TileBond Average weight per patty 11.4 grams. Polyfoam Produd, Inc. Average weight per patty 8 grams. NOA Nier: 024709.e11 Ezpi ratias Date: 12116117 Approval Dale aW22re2 Page Soil TOUGH ROOFING COMPANY INC. STATE CERTIFIED ROOFING CONTRACTORS • CERTIFICATE # CCC056999 •• • • • • •• • •••• • • • • • •••• • • • • •••• • • • • •• •• • • •••• • • •••• ••••.. • •• • • • • •• • • • • •••• •••• • • •••• • • •• • • • •• • • • . • • • • • • • • 20430 N.W. 24 COURT • MIAMI GARDENS, FL 33055 -1537 • Phone: (305) 622 -8278 • Cell: (305) 710 -9299 Table 4A: Tile Profile Hanson Palema Double Roll and Hacienda Tile 4 Medium Attachment Resistance d as a Moment - Mr (ft-110) For Single Patty Adheside Set Systems Minimum Attachmmt Tile Application Resistance Polyfoam PoiyPrO'a 88.61` 45.55 Polyfoam PolyProTM lent of 54grams of PolyPronl. moment of 24gnuns of Po$yProlm. Table 411: Attachment Resistance Expressed as a Moment - Ma (ft- ) For Mortar Set Systems Attachment Tile Application Resistance alema Double Roll and Marta► Set' 20.60 Tile Profile Hanson P Hacienda Tile 5. LABELING of the or logo, or All tiles ;shall bear the imprint or id ratifiable marking of s following statement "Miami -Dade County Product Control Apps. • • • • • • .. • . .• • • • . •• 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be aecommied by copies of the • 6.1.1 This Notice of Acceptance. • • 6.1.2 Any other documents required by the Building Officialpi: • • • • • • • building cede in order to properly evaluate the instaliatjot dns • • • • • • • • • • • • • •• . .••• • • •..• .... • I • •• . NOA Na.: 024709.18 Expiration Date WSW 7 Approval Data ra/22/62 Paige 6ef7 • • • • TOUGH ROOFING COMPANY INC. STATE CERTIFIED ROOFING CONTRACTORS • CERTIFICATE # CCC056999 •• • • • • • • • • • • • •• •• • • .••• • • •••• • •• • • • • • • .• • • • • •••• •••• • • •••• • •• • • • • •••• •••• • • •••• • • •• • • • •• • • • • • • • •• • • • • • • • • 20430 N.W. 24 COURT • MIAMI GARDENS, FL 33055 -1537 • Phone: (305) 622 -8278 • Cell: (305) 710 -9299 PROFILE DRAWINGS HANSON PALEMA DOUDLE'ROLL ROOF TILE FASTENER HOLES HANSON HACIENDA CONCRETE ROOF TILE FAST1?NER HOLES • • • • • •• • • • • • •• • • • • • •• • •••• •••• • • •••• •••• • • •• •• •..• • • • •• • • • . •.•o• • • ••••• •••••• • • • • • • • • • OVERLOOC • • •••• ▪ • • •• • •••• • • • • • UNDERLOCK l7" END OF THIS ACCEPTANCE NOA No.: 02- 47109.08 Expiration Data 12/16407 AFpraval Data 00/22102 Paae7d7 TOUGH ROOFING COMPANY INC. STATE CERTIFIED ROOFING CONTRACTORS • CERTIFICATE # CCC056999 • •• • • • • •• • •••• • • • • • •••• • • • • •••• • • • • •• •• •• • • • • • • •• • • •••• •••• • • • • •••• •••• • • •• • • • • • • • • • • • • • • • • • • •• • • • • •• • • • • 20430 N.W. 24 COURT • MIAMI GARDENS, FL 33055 -1537 • Phone: (305) 622 -8278 • Cell: (305) 710 -9299 JA BY: 1 9 200?' • bid • • • • • • •• •• • • • • • • • •• BUILDING CODE COMPLIANCE O CE(BCCOo: • • • PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 SCOPE: This NOA is being issued under the applicable rules and re lati v ' ' ' use o g ' pp ' gu onstruction 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). • ••• • • • • • • • • • • • • • • •• ••• •• MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 AMI, FLORIDA 33130 -1563 2901 FAX (305) 375 -2908 • • •• • • • • • ••• •• This NOA shall not he 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® A11160 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 Jfirge L. Acebo. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 1 of 7 ROOFING ASSEMBLY Category: Sub Category: Materials: SCOPE: • • • • • • • • • • • • • • • • • • • • • • • • ... • • • • • • • • • ... • • • • .. • • . • • .. ▪ .. • • • APPROVAL: goofing Roof tile adhesive • • • • • • ... ... • • Pdir4h$ne.' . : • • ... • • • •.• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • • ••• • • • • •• • . .. • • • • • • • • • EVIDENCE SUBMITT1ID, • • • • • • • ••• ••• •• • • Test Agency, Center for Applied Engineering • • Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services LIMITATIONS: 1. • • .. Test Identifier #94 -060 •;25,81.8:1PA.. 2V-343$ • • 25'-7438 -4 '41 25- 7438 -7 25 -7492 NB- 589 -631 9637 -92 01- 6743 -011 01-6739-062b[1] 7050.02.96 -1 528454 -2 -1 528454 -9 -1 528454 -10 -1 520109 -1 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 520109 -2 -1 .. Test Name/Report TAS 101 • . TAS 101 • SSTD 11 -93 .. SSTD 11 -93 SSTD 11 -93 ASTM D 1623 ASTM E 108 ASTM E 108 ASTM E 84 TAS 114 TAS 101 TAS 101 TAS 101 Date 04/08/94 12/16/96 10/25/95 11/02/95 12/12/95 02/01/94 04/30/93 11/16/94 01/16/95 03/14/96 10/23/98 12/28/98 03/02/99 Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® A11160 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 their tile assemblies shall test in accordance with 5. Roof Tile manufactures acquiring acceptance for their tile assemblies shall test in accordance with IF' 2i F' =` MS W the use of Polypro® AH160 roof tile adhesive with TAS 101. the use of HANDI -STICK roof tile adhesive with TAS 101 with section 10.4 as modified herein. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 3 of 7 • • • .. • • • • INSTALLATION: • • • • • • • • • • • • ••• • • • • • • • ... • •• • • • • • • • • • ... • • •• • • S. •• •• • I. Polypro® AH160 may be tisg4 With grey rQpf tile a'ssgmbly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 2. Polypro® AH160 shall be applied in compliance r�ithothe Component Application section and the corresponding Placement tai s,>jotidte;eip. ;>:he fgof tile assembly's adhesive attachment with the use of Polypro® A11160 gh l Drgvige $A cc ent att$chment resistance, expressed as an uplift based system, to meet or elcteed fife u1Slift 4etist'aii &e dtetermined 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® AIi160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro11 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® A11160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. PolyproiD 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. 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 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 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• : • rI ESIVIt PLICCENMT DETAIL 1 • •:• • p,cLEP,JT Nall through plastic cement •• •• • Cam: • el. • • 10 in. 21 1) Ply enough adhesive to achieve 1 T to 23 OPIIINIBI an for sgr¢re hues In contactwth the pan tile steeP ptoh appticatlons 2) Turn rsrompsidedown. adh� 112 In. To Then install the tle. Undetayment Nail through plastic cement top portion ol the eave course cover file. Abut to second course of pan acs. Ensure cave and of pan and covertiies are flush at cave fine. Eaveclasure Weephole Fascia (mortar shown) NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 5 of 7 . ... • • • ••• •• •• • • • • .• •. • • • • • • • • • • • • • • • • • ••• • • • • • • • • • . • • • ••• • • • • ••• ' IE$IVw PL CF 3F 4T DETAIL 2 •• • • • •• ••• •• • • • •• • • • • • • •• • • • • • ••• NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 6 of 7 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • 5 • ••• • • • • • • • • • • • • • • ••• • • • • ••• e: 4DH,F 9EVE ,A,C 11f E TV DETAIL 3 • . . �IOU1,E 11Ah Y . ... •.• •• • • •• • • • •• ••• •• • Nail through plastic cement ••• • • • • •54 1'b twedi tifh) • • 4 Paddy (under tile) Single paddy under file Single paddy between tile 2 In. x 71n. medium size paddy eave course only Single paddy (Pe?. I 3 in. under tile x3 in. Single paddy on under- layment Single paddy on top of file Eave course 2 tn. X 1 In. medium size paddy eave is course only Nail through plastic cement Fascia Weaphole Eave closure Drlp edge Single paddy under tile Single paddy between tile -e4)3 in.x 3 In. Single paddy on underlayment Single paddy on top of tile Eave Course Eave Closure 2 In. x 1 In. medium Fascia size paddy eave course only END OF THIS ACCEPTANCE NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 7 of 7 Though Roofing 20501 N.W. 24th Court Miami, Florida 33142 Project: Dear Sirs: U.S. SOUTH Engineering & Testing Lab., Inc. 6065 N.W. 167th Street, Suite B -23 • Miami, Florida 33015 Telephone: (305) 558 -2588 • Fax: (305) 362 -4669 Tile Uplift Static Load Testing Residential Home 437 N.E. 102nd Street Miami Shores, Florida 33138 U.S.S.E. Project #: 07 -6056 (fcrt a945 May 21st , 2007 As per your request and authorization, representatives of U. S. South Engineering and Testing Lab., Inc. performed the static load test on the roofing tile at the above referenced project. The testing took place on May 16th, 2007. The purpose of this testing was to verify whether the installed tile roofing system is capable of resisting the applied test load of 45 pounds uplift force. This testing was performed in general accordance with Miami Dade Building Code Protocol PA 106. The static load was applied utilizing a calibrated scale and force measuring instrument (dynamometer). A hook which is connected to the loading instrument was placed under the exposed edge of the tile. Test load of 45 pounds force (lbf) was applied and also held for more than 5 Second at each test location. The total load applied on each test location was recorded. In addition to the static load test, the tested tile was also visually inspected for any kind of adhesion failure after completion of each test. A total of fifty -seven (57) test locations were tested. Based on our findings, we conclude that the installed roofing tile at the above referenced project is capable to resist the applied test load. Therefore we conclude that it meets the Metro Dade building Code Compliance Protocol TAS 106. Attached is a copy of our report showing the test results and the approximate tested tile locations for your review and comments. U. S. South Engineering and Testing Lab., Inc. appreciates the opportunity of assisting you in this project. If you have any questions or comments, please feel free to contact the undersigned. Respectfully Submitted, U.S. SOUTH Engineering an sting Lab. Ind ro Ghasem Khavanin, P.E. # 41955 Roofing Project Manager 7- U.S. SOUTH Engineering & Testing Lab., Inc. 6065 N.W. 167th Street, Suite B -23 • Miami Lakes, Florida 33015 Telephone: (305) 558 -2588 • Fax: (305) 362 -4669 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPILANCE PROTOCOL TAS 106 Project No 10782 SITE SPECIFIC INFORMATION Owner's Name; P►-l0c Tt A(, 0 AO D I V Permit # Job Address: 49 tt -C. 1-C24 5ttZEl fi 11 Oct 5tiC eC5 FCCJe(oti 13136 Roofing Contractor: 111 G� 14 2g0F .1Ei ' s Type of Tile: 5°04,115H o'' 5 Approximate Roof Height: feet Type of Access to Roof: Scaffolds Ladder Other Approximate Square Footage of Roof 3 ft2 Required Testing orc : 35 lbs. Testing Equipment: Chatillion100 Date Tested- 05 �t C I ZCC) Date Installed- Roof Pitch: TEST RESULTS P = PASS, F = FAIL Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) 1 " 01V1/- 26 IP VA55 51 r 045 76 c." 2 27 52 r 77 3 L -- —r— 28 T 53 f 78 29 54 F 1 79 5 1 30 8 55 f 80 6 V 31 V 56 F 81 7 32 57 F 82 8 33 P 58 83 9 34 F 59 84 10 35 60 85 11 j 36 61 88 12 w 37 F 62 87 13 0 38 F 63 88 14 39 64 89 15 t 40 t z 65 90 16 41 66 91 17 42 t 67 92 18 43 68 93 19 I 44 r 69 94 20 � 45 F 70 95 21 ® 46 F 71 98 22 V I 47 F 72 97 23 0 48 F 73 98 24 49 IF 74 99 25 0 50 75 100 . IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL T - . 0 -alefJt 12. THIS REPO MITTED BY: �` pEetl')tSEe F1. Lab Certification # 98- 0608.04 State of FL Certificate Authorization # 4100 • • Date: Client : Address: Contact: Phone: Fax: 5/16/2007 Though Roofing 20501 N.W. 24 Court i, Miam Florida 33142 . . . . . . . . . . . . . . . . . . . . . . . . . . . . Thomas Walker ( 305) 652 -7441 Job Type: Roof Type: Style: Deck type: Testing Requesting: ILL son' Engineering & Testing Lab., Inc. 6065 N.W. 167th Street, Suite # B -23 Miami, Florida 33015 Roof Testing and Information Sheet Chequed By: Job Name: Address: New Roof Slope Tile Wood r - -- Uplift Test I x x �X i X I Verification Permit # Ocuppancy Use: Requesting By: Aprox. Area: Re -roof Flat Shingle Concrete Jonathan & David Residential Home /Addition 437 NE 102 Street Miami Shores, Florida 33138 r °-0 I I I I r- I I I r'--r I Pull Test Metal Recover Other Metal r - -z Gybson Board L_; I r - -z I I Moisture Test . ( ) pi pol r • 5) . IM .• 28'• .r ••29 14 37 • 1/ I 23d "" •39, ....1 ■ (54 52 .... 3 2 X41' 3421 51 50. ` ` 22' ... ,44 1 431 -� ' 48 21 /__n■ 46 '., 11.1111fiiIL ? < ' MI INIUM 10 '4 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 05/23/2007 Inspector: Grande, Claudio Owner: BARRERAS, ALEJANDRO Job Address: 437 102 Street NE Miami Shores, FL 33138 -2452 Project: <NONE> Contractor: TOUGH ROOFING CO INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Block: 92 Phone Number (305)754 -8182 Parcel Number 1132060170800 Lot: 17 & 18 Phone: 305 - 625 -0891 Building Department Comments RE -ROOF FOR ADDITION MA`s 2 4 2001 Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 49657. CREATED AS REINSPECTION FOR INSP-39661. No ladder available for inspection. 5/21/07 CG. Failed CANCELLED BY MAGDA FROM ARCO CONSTRUCTION5 /22/07 8:42 AM Correction Needed LfI'2 !i 1,67i7 Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Tuesday, May 22, 2007 Page 2 of 2 Miami Shores Village Building Department` c 'mgrue� 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 FR 0 9- 2007 j Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No , .. 3 1 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Owner's Name (FeeV= Titlehor City NA h' Owner's Address Tenant/Lessee Name Electrical Master Permit No. Plumbing Mechanical Zip 3 3) 3 State Phone # Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # c13n1. 102-)/- County Miami -Dade Zip Is Building Historically Designated YES Contractor's Company Name IOU Contractor's Address 20 -V3 (,) • Z City Mri■i\N■ State (.._., Qualifier Name it% State Certificate or Registration No. 0 (OVP q`1 NO Architect/Engineer's Name (if applicable) Value dftii Foy tis'ermit •n.s;.a Type otWorklA DesE be o Zip 330S-4' (15- 2 . Phone # '� r �O ' I Certificate of Competency No. Phone # Square ti ,..' RepairtReplac R ._• Alteration `:;! ew Demolition ******** * * * * * * * * * * * * * * * * * * ** * ** * * ** * * ** e.,************* * * * * * * * * * * * * * * * * ** * ** * * * * * ** * ** Submittal Fee $ Permit Fee $ CCF $ 5.40 & CO /CC & Notary $ Training/Education Fee $ Technology Fee $ . ZS Scanning $ `2." Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 21S . 46 See Reverse side -+ Bonding Company's Name (if applicable) Bonding 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. 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 Owner or Agent The foregoing instrument was acknowledged before me this day of ®5 , 20 ®7, by heel, C 1Y 6)1Rw 1 9 ) who is personally known to me or who has produced Lie ftl"(' As identification and who did take an oath. NOTARY PUBLIC: Contractor The foregoing instrument was acknowledged before me this C day of , 2003% by t ► Y�i'► ?)S Walkup, who to me or who has produced °�� as identification and who did take an oath. 10 1{,,i n ` Imo! Notary Public Stets Ot Fbdda + °� �ve' j ' r Publi Sign: Afi /,� 1414' `V Sign: Ofea i'.�,;, %f Print: fa L `' i! DD 407664 Print: /fie ffat ■ / r My Commission Expires: - n 73 j 7C0 My Commission Expires: rn? r / 041 APPLICATION APPROVED BY: (Revised 02/08/06) Plans Examiner Engineer Zoning HIGH-VEX/CITY HURRICANE ZONES 1.0 C .JobAddre • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• tide Building. etide Editlipt:28114 . • • • • • • • ••• iy Houk:anal:one Urilfcfrm Perri) ktioPllic;,*. Pt irrito . . - • • • • • • • Ott Afporietalltifqtretatiotil • g "0-ix:tease N:p.. : : ° . o ca' ' ,,,, 1 )/1 • V., •• • • E3 Low. Slope: AsPhaltic RV BY: MadhaiikailyFotetted:Oe mottartAdholvossoente 404(F*01141**, :11:1 woo;S:hirigh*SpakOs 0.:igq94011(071:: :ROpP' • if New Roof or Rerti01114 0 Reek:410V 0 Repair Maintenance ROOF:SYSTEM INFORMATION LawS lope ROOfAavia. (af). atgop:salOpOd •fk0f.Aro'l (PF:). Tout (F.), ;S 't50 Z o Z3 -(Roof Plan) Sketch Roof Plan Illustrate alt Jev�ls and sections, roof-40ns,-. p.e450.0* overflow scuppers and .0yOrfiew, drains. Include dimensions of se.041/16 and levels; *4111r Identify- dimen:SlonS of elevated pressure zones and location of prapeto., tri 1.3-112) t .1. • , • • ... • . • • ... .. .. • • • .. .. • SECTION R4402 :13 • : :.::. : HIGH VELOCITY HURRICANE ZONES — REQI�JIRiD4V`'r4EkS lrOUFICATION FOR ROOFING CONSIDERATIONS • • • ... • ... R4402.13.1 Scope. As it pertains to the section, it is the respon$bijity pf reofinicoj ractotito prg 'ide the owner with the required roofing permit, and to explain to the owner the ;8nVgtof tht sclon. Thegi '4sions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that ?lieitein has biieneKlainer. • ••• • • • • .. • . • • • 1. Aesthetics - Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) 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. Renailing wood decks: When replacing roofing, the existing wood roof deck may ave to .e renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 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 roofing contractor and/or owner should notify the occupants of adjacent units of roofing to be performed. °r Exposed Ceiling: Exposed, open beam ceilings are where the underside of the if • ec mg can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. The provides the option of maintaining the appearance. Ponding water: The current roof system and/or deck of the building may not drain we 1 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 roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. Ventilation: Most roof structures should have some ability to vent natural a ough the interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional ve „ting which can result i I extending the service life roof. Owner / gent's Signature Date t 'r7 Contractor Signature Date �•••�i•••i•s •Os •s•• ••• • •• 2 ••• •••••••.•• • •• • •• • •••••= 'j • • High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTJNgN• ELEC4RQ $ AfPLIGgTIQN• • Page 1 of 1 • • • s •ss• •. ; • • ••. • • • • • • • • • • •• • • • • . Page 1 of 1 • • • ■ .•. High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTIMENJ ELEcTROAIIC AP,PLIMTION • • . • • • • • . or • _ ■ • • • • • • ••• • • • ••• • • • • • • • • • Section E (Tile Caleal4tions) ••• For Moment based tile systems, chose either•Method 'f di. 2. comply, the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each aea of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" P 1: Fir - P 2: PET - p 3 95.1::::::: x A1.289 - Mg: Fr- .8 = M r 1 : 6.205 x A289 - Mg: 6.8 = Mr1 :20.6839 xA1.289 -Mg 6.:8.: : =Mr1 ,20.6839 NOA Mf: 45.5 NOA Mf: 45.5 NOA Mf: 45.5 Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From the Table Below: -- NOA Mf: Mr Required Moment Resistance* Mean Roof Height in Feet 15' 20' 25' 30' 40' Roof Slope 1 . . 1 1 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 *This Table must be used in conjunction with a list of moment based tile systems endorsed by the Broward county Board of Rules and Appeals. Page 5 http: / /www.miamidade.gov/ building /roofing permiting/section a 3.htm 12/28/2006 Though Roofing 20501 N.W. 24th Court Miami, Florida 33142 Project: Dear Sirs: U.S. SOUTH Engineering & Testing Lab., Inc. 6065 N.W. 167th Street, Suite B-23 • Miami, Florida 33015 Telephone: (305) 558 -2588 • Fax: (305) 362 -4669 Tile Uplift Static Load Testing Residential Home 437 N.E. 102nd Street Miami Shores, Florida 33138 U.S.S.E. Project #: 07 -6056 May 21' , 2007 As per your request and authorization, representatives of U. S. South Engineering and Testing Lab., Inc. performed the static load test on the roofing tile at the above referenced project. The testing took place on May 16th, 2007. The purpose of this testing was to verify whether the installed tile roofing system is capable of resisting the applied test load of 45 pounds uplift force. This testing was performed in general accordance with Miami Dade Building Code Protocol PA 106. The static load was applied utilizing a calibrated scale and force measuring instrument (dynamometer). A hook which is connected to the loading instrument was placed under the exposed edge of the tile. Test load of 45 pounds force (lbf) was applied and also held for more than 5 Second at each test location. The total load applied on each test location was recorded. In addition to the static load test, the tested tile was also visually inspected for any kind of adhesion failure after completion of each test. A total of fifty -seven (57) test locations were tested. Based on our findings, we conclude that the installed roofing tile at the above referenced project is capable to resist the applied test load. Therefore we conclude that it meets the Metro Dade building Code Compliance Protocol TAS 106. Attached is a copy of our report showing the test results and the approximate tested tile locations for your review and comments. U. S. South Engineering and Testing Lab., Inc. appreciates the opportunity of assisting you in this project. If you have any questions or comments, please feel free to contact the undersigned. Respectfully Submitted, U.S. SOUTH Engineering an ' esting Lab., Inc. Ghasem Khavanin, P.E. # 41955 Roofing Project Manager ,.. In gib Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 ec Inspection Date: 09/26/2007 Inspector: Perez, JanPierre Owner: BARRERAS, ALEJANDRO Job Address: 437 102 Street NE Miami Shores, FL 33138 -2452 Project: <NONE> Contractor: DJ METZELAR NC Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: New Phone Number (305)754 -8182 Parcel Number 1132060170800 Block: 92 Lot: 17 & 18 Phone: (305)491 -1995 Building Department Comments 2 C)--qA V / 24 7 6101 Passed Inspector Comments CREATED AS REINSPECTION FOR INSP- 62504. V1 A Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Tuesday, September 25, 2007 Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 L MAY 1 8 2007 oe-- ---- -- BUILDING 01aab i Permit No. MC)O(0 7$I PERMIT APPLICATION Q VCA Master Permit No. K.. 0(0- 7.1i% FBC 2004 Permit Type: Mechanical Owner's Name (Fee Simple Titleholder) 431 , , 07.'1 Address CityV)iI ailQ Tenant/Lessee Name E -MAIL: h o g 1 ^ k .i Phone # State I.1,} Zip Mi4 Phone # Job Address (where the work is being done) Y3"7- NE ioz City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name Contractor's Address tiR4zeA_e_r 4c Phone # City State Qualifier Name Zip Phone # State Certificate or Registration No. Certificate of Competency No. E -MAIL: Architect/Engineer's Name (if applicable) , Phone # Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: ['Addition ❑Alteration ['New ❑ Repair /Replace Describe Work: ** * *xxxxxx *xxxxxxx *x* Submittal Fee $ P Notary $ Training /Edu Scanning $ Radon $ Bond $ Code Enforcement $ ethnology Fee $ Zoning $ Double Fee $ Structural Review. $ Total Fee Now Due $ TORITPAttr c,04- 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 Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 _, by day of III : , , 200 , by 0) \_,(,,?Z(A- /IilG't r , who is personally known to me or who has produced who is p rsona ly known to me or who has produced e . 1S1IO19 As identification and who did take an oath. 1 D� as identification and who diddts t \ h. NOTARY PUBLIC: NOTARY ' IC: so si ,•', 0' Sign: Print: My Commission Expires: rrxxxx *•+ ede, c*x xxxx,Y,49e,Ydexxxxxxxx,Yx,'cxx* x,Yxxxxxxxxxdrxntxxxx� xxxx xxxxxxc xx,Yie9c*** a s** ac% aeiexxxxxxxxX %r.X*xxx***x*tslew APPLICATION APPROVED BY: IJ Plans Examiner Engineer Zoning Sign: Print: My Commission Expires: (Revised 02 /08/06) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION NOV 172006 FBC 2004 BY:mm- Permit Type (circle): Building Electrical Plumbing Owner's Name (Fee Simple Titleholder) ( AA/0 (Me Phone # Owner's Address 4 Permit No. SIC O l Cra Master Permit No. Sriw 1nZ #ve_fr City 5149y�j) State Tenant/Lessee Name Roofing Zip Phone # Job Address (where the work is being done) City Miami Shores Village 4 r7 tu& 102. s -+need FOLIO / PARCEL # County Miami -Dade Zip �� 13 g Is Building Historically Designated YES NO Contractor's Company Name', 3.1M e iP l cut Contractor's Address 22 �; t JC t j-C� cJ•� City J�\ JL��t.%l State (. Zip r-33 I ' ( Qualifier Name T.1-3 .1-ietesetaAr Phone # 5 y 7 g - 770S Phone # ?05--75y - 77o State Certificate or Registration No. f. A.( 0s-4 Certificate of Competency No. Architect/Engineer's Name (if applicable) GATE Grfl oe4 / LL C. Phone # ( ) '7S 4 r` g7 Value of Work For this Permit $ G SOc7 . 00 Type of Work: „P,ddition Describe Work: S Alteration Square / Linear Footage Of Work: [New ❑ Repair/Replace ❑ Demolition ****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *Fees; * * **** Submittal Fee $ Permit Fee $ Notary $ ******** ** *** *,* * * * * ** * * * * * * * * * * * ** ** Training/Education Fee $ 4C Scanning $ Radon $ Bond $ Code Enforcement $ Structural Review. $ DPBR $ CCF $ 4-V 6 _. CO /CC Technology Fee $ <` Zoning $ Double Fee $ Total Fee Now Due $ r 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 1�) Signature Owner or Agent The fore oing instrument was acknowledged before me this day of 200G by who is personally known to me or w o has produce 2, d1270 As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: /x%11 iftt My Commission Expires: r * * * **** * ** ** *** ** * * ** * * * * ** * ** * * * * * * * * *** APPLICATION APPROVED BY: (Revised 02/08/06) Signature ctje Contractor The foregoing instrument was acknowledged before me this I day of /kJ , 20 u-, by 17,,' !1 fri(721 who is personally known to me or who has produced 7,01-17.0-4+0/ as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: 1 i Plans Examiner Engineer Zoning a Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 10/16/2007 Inspector: Devaney, Michael Owner: BARRERAS, ALEJANDRO Job Address: 437 102 Street NE Miami Shores, FL 33138 -2452 Project: <NONE> Contractor: LS CURTIS INC tem Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number (305)754 -8182 Parcel Number 1132060170800 Block: 92 Lot: 17 & 18 Phone: 305 - 892 -0115 Building Department Comments LOW VOLTAGE PHONE CONNECTION, CABLE CONNECTION Passed Inspector Comments � % /� �2 Z Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Monday, October 15, 2007 Page 2 of 2 R Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 JUN 0 7 200? Permit No. F—L.,07_ i i O Master Permit No. g(- X – fl , Permit Type: Electrical Owner's Name (Fee Simple Titleholder) iALE 92■41 112E, V-11/4.(> Owner's Address Qz,7r JE fez St. Phone # 30S 1,[5 432 City Wi (fit SROVCI"? State {-ice Zip 3$ (3, Tenant/Lessee Name Phone # E -MAIL: 4-', tv'r(-r&5 k t'k Ca_ e_61i4n Job Address (where the work is being done) `-(3q ice- t o2 Stc City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name L Contractor's Ad4ess 1%I 1\ t ! 53 rd City 14- 01Cairi POe GQl4 Qualifier Name Phone # 3� . 2 • 01 /5 State Zip Phone # IV- State Certificate or Registration No. Certificate of Competency No. E -MAIL: Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 10 0 . Square / Linear Footage Of Work: Type of Work: ❑Addition ['Alteration ❑New ❑ Repair/Replace ❑Demolition Describe Work: LOW `/OZ- `fire ® . (Pf f &¢ cONNtcfijoN ,. t-f .C"10V .0-T1©4 z*****9:x z xxx xrxxxzxxxxxxxxr.W***********Fees******************************************** Permit Fee $ y o _ CCF $ 0.00 CO /CC Technology Fee $ .a0 Zoning $ Submittal Fee $ Notary $ GJ'� Scanning $ 3'60 — Bond $ Training /Education Fee $ ©•4: l J Structural Review. $ Radon $ DPBR $ Code Enforcement $ Double Fee $ Total Fee Now Due $ 1023 -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. 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 Signature Owner or Agent Contractor 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: Print: My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) Sign: Print: My Commission Expires: * ** * * * * * * **x * * * * * * * * *x,,w w ux *r. * * * ** * * ** ,>Z — *Plans Examiner Engineer Zoning Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. „EJ' 0- _ Job Name W702_.e/za5 ELECTRICAL CRITIQUE SHEET I' P 1.o:442(z' f-5 ® 1 /1 , h "253e ' " /AP- if '4-'d 4" 7Z 7.,<' e � '� "/—mA V2/4-14." X7Z- A/1,e e fre \02,Z teee--/r1°/2- e,2 A- t-70 c�— e coc,,4 -4/ 7e°' yze- •7/ e 7- 1/ Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, F Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 10/16/2007 Inspector: Devaney, Michael Owner: BARRERAS, ALEJANDRO Job Address: 437 102 Street NE Miami Shores, FL 33138 -2452 Project: <NONE> Contractor: LS CURTIS INC Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Block: 92 Phone Number (305)754 -8182 Parcel Number 1132060170800 Lot: 17&18 Phone: 305 -892 -0115 Building Department Comments Monday, October 15, 2007 Page 2 of 2 ®CT 17 2007 Passed Inspector Comments ri /1---/ 6Y1%` Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Monday, October 15, 2007 Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PT Permit No ( M-8'10 PERMIT APPLICATION ; ` nester Permit No. �- � "I� FBC 2001 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) NOV 1 7 2006 Electacatl�m lambing � tl�_�,Mechanical Roofing Pho/ Phone 36) — 7 2 /Gdf Owner's Address "J 7 , % "( /62. , s7 City /yvn/ti Tenant/Lessee Narne Sal ®,G / State f%/ Zip Job Address (where the work is being done) City Miami Shores Villa e County Miami -Dade Is Building Historically Designated YES NO t/ Contractor's Company Name Contractor's Address /Y City /91,/ l.a} Qualifier S. K/7j' State et./ .� cf CeiA//.l O Phone # 7Io 07‘—/ Pa'/ Zip 3 ,f/ i° State Certificate or Registration No.e '( 2 2/7f� Certificate of Competency No. Architect/Engineer's Name (if applicable) e Cafe 6"1,0 u We Phone # (309 7 -4 — 1 g 7 f $ Value of Work For this Permit Type of Work: Describe Work: dition ❑Alteration ❑New Square Footage Of Work: ❑ Repair /Replace ❑ Demolition *** * *** ** * * *** * ** ** ** *** * ** Fees * * * * ** * * * ** * * * * * ** ** ** *** ** * ** Submittal Fee $ Permit Fee $ 2'V /, -S® CCF $ CO /CC cc pp Notary $ "? Training /Education Fee $ 0 .40 Technology Fee $ C-' . C'7 Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ 7 ( ( ,I (Continued on opposite 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 WITI-I 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 approve and a reinspection fee will be charged. Signature Owner or Agent Contractor The foregg r�in1g instrument was acknowledged before me this The foregoing instrument was acknowledged before me this / Cr day of i v.J V , 2 by day of er *A• , 20Q(, by who is personally known to me or o has produced 2) 2 who is personal' crown to me or who has produced NOTARY PU Sign: Print: My Commission Expires: As identification and who did take an oath. as ide ification and who did take an oath. NOTARY PUBLIC * * * * * * * * * * * * * * * * * * * * * ** *********************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner APPLICATION APPROVED BY: chc 05/13/03 Engineer Zoning Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING CC 9Alo-ki;- PERMIT APPLICATION L���r 11(111 FBC 2004 MAY 1 8 2007 13�:_ 'LL - Permit No. E O Z , Master Permit No. f-C)010 92 * Permit Type: Electrical Owner's Name (Fee Simple Titleholder) 4A—R R E 12 4 S Phone # Owner' Address 43 NE 102 Si City`�V State Zip c /"l/ �f) Tenant/Lessee Name E -MAIL: Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # Phone # LIS /V )f/D0 County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name L..6., jl s Phone # abs — 2s Z —DI C Contractor's Address )C/ &7I IQ `s o f Said- S L. City M s NJ iO I ¢( k) State PL Zip as t 102. Qualifier Name l,C, S x en CA.A S Phone # 1 eito - `-xyo r e g State Certificate or Registration o. EC- 00 (.31-15-- Certificate of Competency No.eC COS OS E -MAIL: `il'�S'EVE J f ) t j) Architect /Engineer's Name (if applicable) Value of Work For this Permit $ Phone # Square / Linear Footage Of Work: Type of Work: ['Addition ['Alteration ['New ❑ Repair /Replace Describe Work: *************w********* .'Bf %Fees Xtt* .Xw,c, Submittal Fee $ Permit Fee $ Notary $ Training /Education Fee $ Scanning $ Radon $ Bond $ Code Enforcement $ Structural Review. $ DPBR $ CCr $ Technology Fee $ Zoning $ Double Fee $ 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: 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 approved and a reinspection fee will be charged. Signature Signature Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 _, by , day of , 20 CO, by Lewls S- 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. Contractor The foregoing instrument was acknowledged before me this ri NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: �+ nemnn m� , es " mm""""s" ■uan J My Commission Expires: noun ** x x xxxxxxxxxxxxxx K]Px Y.XxxX kxxxrx xxx xxx**xxx xx*x W** xx %xxx x x x xxxxxxx xxx *wxxx x xxx x%********,*X****'Y.** x r. APPLICATION APPROVED BY (Revised 02/08/06) c Plans Examiner Engineer Zoning U.S. DEPARTM Federal Emerge National Flood I ND URITY ELEVATION CERTIFICA Age Important: Read the instructions on page 1 CIZEW ;P08200 No. 1660 -0008 Esc es February 28, 2009 .0. = 9.82 FEET 3- 0006355 - h _ SECTION A - PROPERTY INFORMATION Al. Building ALEX B A2. Building S 437 NE 1 ST For Insurance C4rnpny Pettey Number ing Ap- nit, Suite and/or Bldg. No.) or P.O. Route and Box No. Company NAIL: Number° City MIAMI SHORES State FL ZIP Code 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Folio#: 1132060170800 Lot 17 -18, Block 92, of AMENDED PLAT OF MIAMI SHORES, according to the plat thereof as recorded in Plat Book 15, Page 14, of the public records of MIAMI -DADE county, Florida. A4. A5. A6. A7. A8. Building Use (e.g. Residential, Non - Residential, Addition, Accessory, etc.) RESIDENTIAL Latitude/Longitude: Lat. 25° 52' 08.82" Long. 80° 11' 19.83" Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. Building Diagram Number 1 For a building with a crawl space or enclosure(s), provide: a) Square footage of crawl space or enclosure(s) N/A sq ft b) No. of permanent flood openings in the crawl space or enclosure(s) walls within 1.0 foot above adjacent grade 2 c) Total net area of flood openings in A8.b 158 .0 ( sq in Horizontal Datum: ❑NAD 1927 © NAD 1983 A9. For a building with an attached garage, provide: a) Square footage of attached garage 400.00 sq ft b) No. of permanent flood openings in the attached garage walls within 1.0 foot above adjacent grade 2 c) Total net area of flood openings in A9.b 222.00sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number MIAMI SHORES 120652 B2. County Name MIAMI -DADE B3. State FL 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) 12011C0093 J 07/17/1995 03/02/1994 X N/A BI0. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item 89. 0FIS Profile © FIRM (Community Determined Other (Describe): B11. Indicate the elevation datum used for BFE in Item B9: © NGVD 1929 DNAVD 1988 Other (Describe) B12. is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? DYes Designation Date: DCBRS DOPA No 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 -g below according to the building diagram specified in Item A7. Benchmark Utilized DADE COUNTY BM# 397 -R Vertical Datum NGVD 1929 Conversion/Comments N/A a) b) c) d) e) f) 9) Top of bottom floor (including basement, crawl space, or enclosure floor) Top of the next higher floor Bottom of the lowest horizontal structural member (V zones only) Attached garage (top of slab) 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) Check the measurement used. 13.47 © feet meters (Puerto Rico only) N/A © feet meters (Puerto Rico only) N/A © feet meters (Puerto Rico only) 12.75 © feet meters (Puerto Rico only) 12.37 © feet meters (Puerto Rico only) 10.72 © feet Elmeters (Puerto Rico only) 12.45 © feet Elmeters (Puerto Rice 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. I #5204 Check here if comments are provided on back of form. Certfier's Name JOHN IBARRA License Number 5204 Title PR s SSION ' LAND SURVEYOR Address 5582 N.W Signature IRV FEMA Form 81 -31, Company Name NOVA SURVEYORS, INC. ET, SUITE 202 City MIAMI State ZIP Code FL 33126 bruary 2006 Date Telephone 06/16/2006 (305) 264 -2660 See reverse side for continuation. 06/16/2006 Re •'aces 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. 437 NE 102 ST City MIAMI SHORES 3- 0006355 -2 For-lnsurah Policy,' any Use:; State ZIP Code FL 33138 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments SECTION C2(e) LOWEST ELEVATION MACHINERY IS THE A/C PAD Signature Date 06/16/2006 ❑ Check here if attachments SECTION E - BUILD! G 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 LOMB 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 grate (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is b) Top of bottom floor (including basement, crawl space, or enclosure) is feet Dmeters Dabove or Elbelow the HAG. feet meters above or Dbelow 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 Ofeet Dmeters Dabove or Dbelow the HAG. E3. Attached garage (top of slab) is Ofeet Dmeters Dabove or Dbelow the HAG. E4. Top of platform of machinery and/or equipment servicing the building is Ofeet Dmeters above or Dbelow the HAG. E5. For 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? DYes DNo DUnknown. 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 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 am correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name ALEX BARRERAS Address ZIP Code 437 NE 102 ST City MIAMI SHORES State FL 33138 Signature Date Telephone Comments 0 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. 0 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. DNew Construction OSubstantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: G9. BFE or (in ZONE AO) depth of flooding at the building site: feet El meters (PR) Datum: feet El meters (PR) Datum: Local Official's Name Title Community Name Telephone Signature Date Comments Check here if attachments FEMA Form 81 -31, February 2006 Replaces all previous editions vce, - 27 q 5582 N.W. 7th STREET, SUITE 202 MIAMI, FLORIDA 33126 TELEPHONE (305) 264-2660 FAX: (305) 264-0229 Nava frururi&mi•$nt. LAND SURVEYORS SURVEY NO. 0Z _0355 SHEET NO. Z OF kCK.�2 BOUNDARY SURVEY Scale 1"-- IMOMEWail II SE' 0 8 2006 �J Iry BY: atura- balk PX 3 )(6).6d ire may be Essanents recorded in the - Records not shown on this Swvey. The purpose of this Survey is for use in obtaining Title Financing and should not be used for Construction purposes.. 5582 N.W. 7TH STREET, SUITE 202 MIAMI FL 33128 TELEPHONE: (305) 284-2860 FAX: (305) 284-0229 DRAWN BY: AA Nova Surveyors, Inc. LAND SURVEYORS SURVEY NO 3- 0006355 -2 SHEET NO 1 OF 2 SURVEY OF LOT 17 -18, BLOCK 92, OF AMENDED PLAT OF MIAMI SHORES, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 15, PAGE 14, OF TilE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. PROPERTY ADDRESS: 437 NE 102 ST, MIAMI SHORES, FL 33138 FOR: ALEX BARRERAS LOCATION SKETCH Scale 1u= NT.S. •55 " yy :t i'4a 1.i 4 If, ' N14' VI N rjr , 4 4 10,5 itt- r 1 ' 1 r , IC ; 3 . t , , 1 1 4 _^.I ABBREVIATION AND MEANING A = ARC NC = AIR CONDITIONER PAD AE. = ANCHOR EASEMENT AIR = ALUMINIUM ROOF NS = ALUMINIUM SHED ASPH. = ASPHALT B.C. = BLOCK CORNER B.C.R = BROWARD COUNTY RECORDS B.M. = BENCH MARK B.O.B. = BASIS OF BEARINGS C = CALCULATED C.B. = CATCH BASIN C.B.W. = CONCRETE BLOCK WALL CH = CHORD CH.B. = CHORD BEARING CL = CLEAR C.LF. = CHAIN LINK FENCE C.M.E. = CANAL MAINTENANCE EASEMENTS CONC. = CONCRETE C.P. = CONCRETE PORCH C.S. = CONCRETE SLAB D.E. = DRAINAGE EASEMENT D.M.E. = DRAINAGE MAINTENANCE EASEMENTS DRIVE = DRIVEWAY ENCR =ENCROACHMENT E.T.P. = ELECTRIC TRANSFORMER PAD F.F.E. = FINISHED FLOOR ELEVATION F.H. = FIRE HYDRANT F.I.P. = FOUND IRON PIPE F.I.R = FOUND IRON ROD F.N. = FOUND NAIL F.N.D. = FOUND NAIL & DISK FNIP. = FEDERAL NATIONAL INSURANCE PROGRAM IN.&EG. = INGRESS AND EGRESS EASEMENT LF.E. = LOWEST FLOOR ELEVATION LM.E = LAKE MAINTENANCE EASEMENT LP. = LIGHT POLE M. = MEASURED DISTANCE M/H = MANHOLE NAP. = NOT A PART OF NGVD = NATIONAL GEODETIC VERTICAL DATUM N.T.S. = NOT TO SCALE O.H.L = OVERHEAD UTILITY LINES O.RB. = OFFICIAL RECORD BOOK O/S = OFFSET OVH. = OVERHANG P.B. = PLAT BOOK P.C. = POINT OF CURVE P.C.C. = POINT OF COMPOUND CURVE PL = PLANTER P.L.S. = PROFESSIONAL LAND SURVEYOR P.O.B.. = POINT OF BEGINNING P.O.C.. = POINT OF COMMENCEMENT P.P. = POWER POLE P.P.S.. = POOL PUMP SLAB P.R.C. = POINT OF REVERSE CURVE PRM = PERMANENT REFERENCE MONUMENT PT. = POINT OF TANGENCY PVMT. = PAVEMENT PWY = PARKWAY R. = RECORD DISTANCE y �,1 1 ri r •q I ti l tai, 1'i 14 b 14 a ©I' t SUBJECT / r,T • PROPERTY ` r 1 ot )_ 4 i 1 i RAD. = RADIUS OF RADIAL RGE. = RANGE R.P. = RADIUS POINT R.O.E. = ROOF OVERHANG EASEMENT RNV = RIGHT -OF -WAY SEC. = SECTION S.I.P. = SET IRON PIPE LB. 46044 SWK = SIDEWALK T = TANGENT TWP = TOWNSHIP U.E = UTILITY EASEMENT U.P. = UTILITY POLE W.M. = WATER METER W.R. = WOOD ROOF W.S. = WOOD SHED = ANGLE A = CENTRAL ANGLE Sg = CENTER LINE = MONUMENT LINE LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY ("SURVEY"): - THERE MAY BE EASEMENTS RECORDED IN THE PUBLIC RECORDS NOT SHOWN ON THIS SURVEY. - THE PURPOSE OF THIS SURVEY 15 FOR USE IN OBTAINING TITLE INSURANCE AND FINANCING, AND SHOULD NOT BE USED FOR CONSTRUCTION PURPOSES. - EXAMINATIONS OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY. THIS SURVEY 15 SUBJECT TO DEDICATIONS, LIMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORD, AND LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. BOUNDARY SURVEY MEANS A DRAWING AND / OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN - THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND / OR NOT TO SCALE EASEMENTS AS SHOWN ARE PER PLAT BOOK, UNLESS OTHERWISE SHOWN. - THE TERM "ENCROACHMENT" MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS. - ARCHITECTS SHALL VERIFY ZONING REGULATIONS, RESTRICTIONS AND SETBACKS, AND THEY WILL BE RESPONSIBLE - FOR SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN NEW CONSTRUCTIONS, UNLESS OTHERWISE NOTED. THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTING AND/OR FOUNDATIONS. FENCE OWNERSHIP NOT DETERMINED. - THIS PLAN OF SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED. - HEREON, THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY. - THE SURVEYOR MAKES NO GUARANTEES AS TO THE ACCURACY OF THE INFORMATION BELOW. THE LOCAL F.E.MA - AGENT SHOULD BE CONTACTED FOR VERIFICATION. THE FNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED LAND TO BE SITUATED IN ZONE X COMMUNI1Y/PANEUSUFFIX: 120852 0093.1 DATE OF FIRM: 07/17/1995 BASE FLOOD ELEVATION: . CERTIFIED TO: ALEX BARRERAS 1` LEGEND TYPICAL -OH- OVERHEAD UTILITY LINES zaz CBS. = WALL (CBW) -X-x C.L.F. = CHAIN LINK FENCE -0-0- I.F. = IRON FENCE -rr�r W.F. = WOOD FENCE . 0.00 = EXISTING ELEVATIONS SURVEYORS NOTES 1) IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN, BY SAID PLAT IN THE DESCRIPTION OF THE PROPERTY. IF NOT, THEN BEARINGS ARE REFERRED TO COUNTY, TOWNSHIP MAPS. 2) THIS IS A SPECIFIC PURPOSE SURVEY. 3) THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1:7500 FT. 4) IF SHOWN, ELEVATIONS ARE REFERRED TO MIAMI-DADE COUNTY. BM03 / � 2e ELEV. 91OFEETOFN.G.V.D.OF1929. SURVEYOR'S CERTIFICATION I HEREBY CERTIFY: THAT THIS' BOUNDARY SURVEY' OF THE PROPERTY DESCRIBED HEREON, AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION, COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G17.8, FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027, FLORIDA STATUTES. BY: GEORGE IBARRA (DATE OF FIELD WORK) PROFESSIONAL LAND SURVEYOR NO. 2534 STATE OF FLORIDA (VALID COPIES OF THIS SURVEY WILL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR). REVISED ON: REVISED ON: SURVEYORS SEAL w le /I )0 S 8 5 NI 4 3 Z /mil 1 14 15: ir . 1, , 50 ' r 1 ' 1 r , IC ; 3 . t , , 1 1 4 _^.I ABBREVIATION AND MEANING A = ARC NC = AIR CONDITIONER PAD AE. = ANCHOR EASEMENT AIR = ALUMINIUM ROOF NS = ALUMINIUM SHED ASPH. = ASPHALT B.C. = BLOCK CORNER B.C.R = BROWARD COUNTY RECORDS B.M. = BENCH MARK B.O.B. = BASIS OF BEARINGS C = CALCULATED C.B. = CATCH BASIN C.B.W. = CONCRETE BLOCK WALL CH = CHORD CH.B. = CHORD BEARING CL = CLEAR C.LF. = CHAIN LINK FENCE C.M.E. = CANAL MAINTENANCE EASEMENTS CONC. = CONCRETE C.P. = CONCRETE PORCH C.S. = CONCRETE SLAB D.E. = DRAINAGE EASEMENT D.M.E. = DRAINAGE MAINTENANCE EASEMENTS DRIVE = DRIVEWAY ENCR =ENCROACHMENT E.T.P. = ELECTRIC TRANSFORMER PAD F.F.E. = FINISHED FLOOR ELEVATION F.H. = FIRE HYDRANT F.I.P. = FOUND IRON PIPE F.I.R = FOUND IRON ROD F.N. = FOUND NAIL F.N.D. = FOUND NAIL & DISK FNIP. = FEDERAL NATIONAL INSURANCE PROGRAM IN.&EG. = INGRESS AND EGRESS EASEMENT LF.E. = LOWEST FLOOR ELEVATION LM.E = LAKE MAINTENANCE EASEMENT LP. = LIGHT POLE M. = MEASURED DISTANCE M/H = MANHOLE NAP. = NOT A PART OF NGVD = NATIONAL GEODETIC VERTICAL DATUM N.T.S. = NOT TO SCALE O.H.L = OVERHEAD UTILITY LINES O.RB. = OFFICIAL RECORD BOOK O/S = OFFSET OVH. = OVERHANG P.B. = PLAT BOOK P.C. = POINT OF CURVE P.C.C. = POINT OF COMPOUND CURVE PL = PLANTER P.L.S. = PROFESSIONAL LAND SURVEYOR P.O.B.. = POINT OF BEGINNING P.O.C.. = POINT OF COMMENCEMENT P.P. = POWER POLE P.P.S.. = POOL PUMP SLAB P.R.C. = POINT OF REVERSE CURVE PRM = PERMANENT REFERENCE MONUMENT PT. = POINT OF TANGENCY PVMT. = PAVEMENT PWY = PARKWAY R. = RECORD DISTANCE y �,1 1 ri r •q I ti l tai, 1'i 14 b 14 a ©I' t SUBJECT / r,T • PROPERTY ` r 1 ot )_ 4 i 1 i RAD. = RADIUS OF RADIAL RGE. = RANGE R.P. = RADIUS POINT R.O.E. = ROOF OVERHANG EASEMENT RNV = RIGHT -OF -WAY SEC. = SECTION S.I.P. = SET IRON PIPE LB. 46044 SWK = SIDEWALK T = TANGENT TWP = TOWNSHIP U.E = UTILITY EASEMENT U.P. = UTILITY POLE W.M. = WATER METER W.R. = WOOD ROOF W.S. = WOOD SHED = ANGLE A = CENTRAL ANGLE Sg = CENTER LINE = MONUMENT LINE LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY ("SURVEY"): - THERE MAY BE EASEMENTS RECORDED IN THE PUBLIC RECORDS NOT SHOWN ON THIS SURVEY. - THE PURPOSE OF THIS SURVEY 15 FOR USE IN OBTAINING TITLE INSURANCE AND FINANCING, AND SHOULD NOT BE USED FOR CONSTRUCTION PURPOSES. - EXAMINATIONS OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY. THIS SURVEY 15 SUBJECT TO DEDICATIONS, LIMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORD, AND LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. BOUNDARY SURVEY MEANS A DRAWING AND / OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN - THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND / OR NOT TO SCALE EASEMENTS AS SHOWN ARE PER PLAT BOOK, UNLESS OTHERWISE SHOWN. - THE TERM "ENCROACHMENT" MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS. - ARCHITECTS SHALL VERIFY ZONING REGULATIONS, RESTRICTIONS AND SETBACKS, AND THEY WILL BE RESPONSIBLE - FOR SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN NEW CONSTRUCTIONS, UNLESS OTHERWISE NOTED. THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTING AND/OR FOUNDATIONS. FENCE OWNERSHIP NOT DETERMINED. - THIS PLAN OF SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED. - HEREON, THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY. - THE SURVEYOR MAKES NO GUARANTEES AS TO THE ACCURACY OF THE INFORMATION BELOW. THE LOCAL F.E.MA - AGENT SHOULD BE CONTACTED FOR VERIFICATION. THE FNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED LAND TO BE SITUATED IN ZONE X COMMUNI1Y/PANEUSUFFIX: 120852 0093.1 DATE OF FIRM: 07/17/1995 BASE FLOOD ELEVATION: . CERTIFIED TO: ALEX BARRERAS 1` LEGEND TYPICAL -OH- OVERHEAD UTILITY LINES zaz CBS. = WALL (CBW) -X-x C.L.F. = CHAIN LINK FENCE -0-0- I.F. = IRON FENCE -rr�r W.F. = WOOD FENCE . 0.00 = EXISTING ELEVATIONS SURVEYORS NOTES 1) IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN, BY SAID PLAT IN THE DESCRIPTION OF THE PROPERTY. IF NOT, THEN BEARINGS ARE REFERRED TO COUNTY, TOWNSHIP MAPS. 2) THIS IS A SPECIFIC PURPOSE SURVEY. 3) THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1:7500 FT. 4) IF SHOWN, ELEVATIONS ARE REFERRED TO MIAMI-DADE COUNTY. BM03 / � 2e ELEV. 91OFEETOFN.G.V.D.OF1929. SURVEYOR'S CERTIFICATION I HEREBY CERTIFY: THAT THIS' BOUNDARY SURVEY' OF THE PROPERTY DESCRIBED HEREON, AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION, COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G17.8, FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027, FLORIDA STATUTES. BY: GEORGE IBARRA (DATE OF FIELD WORK) PROFESSIONAL LAND SURVEYOR NO. 2534 STATE OF FLORIDA (VALID COPIES OF THIS SURVEY WILL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR). REVISED ON: REVISED ON: SURVEYORS SEAL w Miami Shores Buildina Departracnt J ,3s I sE Product Approval Schedule! Comparison 'Chart Address: 432,AI e ito Z 451. Peirn Pro& el ACCVti act Product .Wrov al ---;75uor 'Mara lion Nultht.r testuri: ...1.111.1.•■•• Seialt.U.L.__Qaet2 Cal:1Z 6:30.52472141-0.a.=MAL 2AibseskOil_ata-Q...12, kcikatraotvt_122L:S25.1k 'IP * ' • “ "". .04.1525:P52 6 De rest urt (4) P3F (-) 1.3.7 1-411.1 .±46,51:11 f- .0-4.d/A.L Dettriptiou or windmw Rata 01,21 saw. ••■ wolome arm: ...a.m. Shuttel, Itigi it' red /49 ninon Aeq ulr:!d :!.inF act 7X‘ ■••=11=11111••■ The Cate Group, LLC AA26000843 November 2, 2006 Ntami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores, FL 33138 Re: 437 N.E. 102" Street Permit No. 06 -2296 Dear Mr. Grande: I have reviewed and approved the following NOA Product Approvals for the above referenced project: • Series C -740 Aluminum Casement Window — Impact • Series SWD -101 Outswing Aluminum French Door — Impact • Series "SGD -730" Aluminum Sliding Glass Door In addition, I have verified that the proposed windows and doors will work in the openings as indicated with the design pressures on Sheet S-4. Feel free to contact me directly at (786) 229 -2790 with any questions. Sincerely, William L. Cate, N.C.A.R.B. AR0016785 Architecture • Development • Project Management 490 Northeast 102°' Street Miami Shores - Florida • 33138 Tel: (3051 754 -1874 • Fax: (3051 754 -1974 /0/06-, i?V`LVIWEI-1 NOV 1 7 2006 kJi BYaoom� M I A M !DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries P.O. Box 1529 Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules a The documentation submitted has been reviewed by by the Board of Rules and Appeals (BORA) to be use the Authority Having Jurisdiction (AHJ). 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 Ziro-a.2-cro This NOA shall not be valid after the expiratio Division (In Miami Dade County) and/or the have this product or material tested for quality a the accepted manner, the manufacturer will inc revoke, modify, or suspend the use of such product or mat e use of construction materials. ct Control Division and accepted and other areas where allowed by ami-Dade County Product Control ade County) reserve the right to duct or material fails to perform in ng and the AHJ may immediately 'sdiction. 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series SWD -101 Outswing Aluminum French Door - Impact APPROVAL DOCUMENT: Drawing No. 971, titled "French Door -X, XX ", sheets 1 through 4 of 4, prepared, signed and sealed by Robert L.Clark, P.E., dated 4/13/01, 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. TMQ1Cf1 ATION of this NOA will occur after the expiration date or if there has been a revision or change in the • ▪ mafefiais, use, atdhdiersianufacture of the product or process. Misuse of this NOA as an endorsement of any • • peiti8e, For sales; adv&tising or any other purposes shall automatically terminate this NOA. Failure to comply wit? a?t' sectior:otthiC'NOA shall be cause for termination and removal of NOA. • ▪ • AD■ERTISEM•l�t: The NOA number preceded by the words Miami -Dade County, Florida, and followed by thg expiration drie.lV be displayed in advertising literature. If any portion of the NOA is displayed, thcn it shall • • be done jt its entlr ) • • InTi t TION•. Awelly of this entire NOA shall be provided to the user by the manufacturer or its distributors • • and *hall be avarlabbfor inspection at the job site at the request of the Building Official. This NOA revises:ll ®A # 01- 0417.04 and, consists of this page 1 as well as approval document mentioned above. • • TA* submitted documentation was reviewed by Theodore Berman, P.E. • • • • • • • NOA No 02 -0701.12 Expiration Date: November 22, 2006 Approval Date: July 12, 2002 Page 1 • • .....• • • • • • • • ofi- MIAMIIDADEE COUNTY BUILDING CODE COMPLIANCE 0 PRODUCT CONTROL DIVISION NOTICE OF ACCEPT 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "SGD -730" Aluminum Sliding Glass Door APPROVAL DOCUMENT: Drawing No. 4406 -1, titled "Alum. Sliding Glass Door, Impact", sheets 1 through 17 of It prepared by manufacture, dated 06/18/04 and last revision on 04/05/05, signed and sealed by Lucas A. Turnpl,X.E., beaknethe Miami -Dade County Product Control Revision stamp with the Notice of Acceptance nurrtbewid expiration cute by the Miami -Dade County Product Control Division. MISSILE IMPACT.IATING: Large and Small Missile Impact LA$ELLNG: Fotli Jtt shall bear a permanent label with the manufacturer's name or logo, city, state and following1statemenrs7liami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of•tijs;ieA 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. TER.MINATION:ePChis NOA will occur after the expiration date or if there has been a revision or change in the materials: use, a id`d&ipanufacture of the product or process. Misuse of this NOA as an endorsement =- f any pre0aet; 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- 0622.07 consists of this page 1 and evidence sheets E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Herminio F. Gonzalez, P.E., Director, BCCO ,FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 =2901 FAX (305) 375 -2908 A) R ) c www.builaingcodeonline.com NOA No 05- 0526.05 Expiration Date: November 11, 2009 Approval Date: August 25, 2005 Page 1 • • • •••,• • • •••,• • • • • ••••• • • •• 7 1/2' -- 37.500 95.750 7 1/2" ---.-I •••• • ••••• •••• • •• • • • ••• • • • • • • • • 2 PANT -LOCK OPTION r/ 13" •'1444X. ON CENTER? TYR. & SILL •• •• • • •••• • • •••• • • • • •• • 7 1/2" 5 1/2' 13.5' 131 rrp. MAX. 5 1/2' SEALANT ON FRAME CORNERS & PANEL CORNERS 7 1/2" 71.750 MAX. 2 POINT LOCK OPTION 7 1/2" T (---- 13" MAX. ON CENTER TYP. HEAD & SILL 'z1 Robert L. Clark, P.E. P.E. #39712 Structural .._ 7 1/2' J ' 5 1/2' 13.5' Lk 7 1/2' --I ,— LARGE MISSLE IMPACT DOORS 1.) GLAZING: .401/.464 LAMINATED W /1NTERLAYER (MONSANTO OR DUPOWT) 2.) CONFIGURATIONS: X, XX 3.),-- DE- SGN-- P-RFSS URE- RATING • 'L3o) 464 LAM.: +75 P. S. 75 .5 F. �r 401 LAM.' �� -P- �•F. -60 P. S. f. 4.) ANCHORS: MAX. 7 1/2' FROM CORNERS (HEAD de SILL) MAX. 5 1/2' FROM CORNERS (JAMB) • MAX. SPACING AT HEAD & SILL: 13.000 MAX SPACING AT JAMB: 13.500 5.) NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORT.. F71-2241 7.) FOR LOCKING ASSEMBLY OPTION - SEE SHEET 3 OF 4 • 13.5' TW. MAX. 5 1/2' SEALANT ON FRAME CORNERS & PANEL CORNERS PRODUCT (REVISED no complying with the Florida Di: Wing Cods Areepta•es No 02 -0'O (. :2 F..plrat • Data 1 / 2„4Q . BY 4re-irov-Wa.07 Doik Product C Diridoe PRODUCT RENEWED AcCla•rnt4C1. N•. C31— 04 t1. o 4 ExptitATICI4l) v1 T: No'f1•14; 121 ?er 6 IIy \ 51,0 \ I' lOtx tC-r ZY krt7*1i. DIVISION dtfRl)Mti CODE COMI'1 ANCE OFriCt Revisions: D) added 2pt. lock info Toleronees Unlea, Noted Overlent :1/6% Dec .t .CO: Ordinal .006 ! Angskin 1r S.ries/Model• SWD -101 1070 Technology Dr. Nokomis, FI. 34275 INDUSTRIES Material: Revsd 8Y: O.B. Dole: 11/77/00 Chad By: Date: Description: French Door — X, XX Drown 8• D.B. Dote: 2/ 1598 PGT NO: VENDOR NO: Score: lx Sheet: 1 014 Drawing No. 971 Rev: .250 MAX SHIM SPACE ROUGH OPENING SEE SHEET 3 FOR ANCHORS ROUGH OPENING 95.750 • •• •• • • •••• • • • • 1• • ••9••• 1.272 93.625 • • • • •• • • • • • • •• •• • • • ,•• • • 4.000 34.625 TYP. BOTH PANELS ACTIVE PANE;. 71.750 EXT£iIOR MAX. SPACE INACTIVE PANEL,. • '•• 4.000 •••• • • • • • •••• • • • • • • •• • .489 EXTERIOR MAX. SHIM r .250 SPACE l 1.479 84 3/4" DAYLIGHT LOPENING i 25" --' DAYLIGHT OPENING VERTICAL SECTION INTERIOR 1.489 .250 MAX. SHIM } SPACE 3.000 --"1 l\ L f NL ROUGH OPENING HORIZONTAL SECTION Ar 1 Rob rt Clark, P.E. P.E. #39712 Structural INTERIOR ROUGH OPENING --- ---� -- 1.480 PRODUCT REVISED •eot•pl w1ti lie Flarlda Bidding Code Amputee Na02- •?Ot.!2 Fapiruka Date I I Mk il Dade Prod.ct Control Divides PRODUCT RENEWED ACRE PTi1NCY_ Nu c — C241-1. 014 EXPIRATION DATE. NZUENeel 2Z 2a>6 S \G ` . -. AN1dG PROP IC'r tOKTADPIX VU ION fIJT DING Col" 9OM LIsINCE tlhl'tC� Revisions: 0) added 2 pt. lock info Toler nee! l/nles+ Noted: loetirnu * 1/S4 Deana .DO Decirpl .000 t Angulo: ! 1' Series /Mode SWD -10; 1070 Technology Dr. Nokomis, Fl. 34275 7w1 INDUSTRIES Materiel: Revsd By Dote: O.B. 11/17/00 Chkd By: Dole: Drown By: D.B. Dots: 2/16/98 Description: French Door — Elevofions PGT ■O: VENDOR NO: Scale: Sheet: 2,04 Drawing No. 971 Rev. 0 • • • • • •••• ••• • • ••• • • • • • • • • • •• •• • •• • 11• •• • •• • • •• • • • • • • • • • • • • • • • • • • • • •• • • • • • .250 MAX SHIM �---- 3.000 SPACE 40 t A L iV /MONSANTO SAFLEX PVB I ITERLSYER ��R .4o-1- Yip /DUPONT JUTAUTE 4NTERLATES ' SEE NOT j_oN -SHEET PRESSURE RATING: *60 ©st, 3 POINT LOCK ASSY. 2 POINT LOCK ASSY, Revisions. 0) added 2 pt. lock inlo Materiel: Raved By: Dote: Chkd By: Dote: 0.8. 1 1 /17 /Do Robert L. Clark, Ytfmwn er. Dow P.E. #39712 D.B. tolerances UeleM Nclek Frees= A 1/64 Dvind .00: t ()mind .o0 t Mgie1er. A 1' Series /Model: SWD -101 Description: French 2/16/98 PCT N0: 3/ 16 ANN. -- — .090 -- mseura 3/16 ANN. -- 1.469 lily�c k.� fY �,x L .250 WAX. SHIM L 3.000 SPACE .464" LAM. W./MONSANTO SAE= PVB INTERL ATER QR .464' LAM. W/DUPONT BUTALITE 1NTERL YER SEE NOTE J OH SHEET L DESIGN eRESSURE RATING: in oaL PRODUCT REVISED as eotplylo< with the Florida BoldkR Code Acceptance Nn 02 -0 7 o t • 12 Espintlon Date 11/ 221 OC. a_- Ery 44" - ML de Product Coo owl PRODUCT RENEWED nccErP 4C r+,. 01-0411.0 L4 F.201R6:10.V IMIT, NO46%AIM221Z7O6 Uy. Isas9 •1 . VII KM WQDL4a cut DOM E(ii17tS 1070 Technology Dr. Nokomis, Fl. 34275 • INDUSTRIES Door — Ex)oloded /Clazinq VENDOR NO Sete: Sheet: - Dro +ing No 30( 4 971 Rev: D -iliTUrtural" • • •• • • • • •••••• • • ••• • • • • • • • • WOOD BUCK 1/4• TAPCON TYP. HEAD .3N MAX • •• • • • TYP. JAMB • •• • • • • •••• • • • • •••• • • 1 i ezica, •••• •• •• • ••• • • • • ▪ tIls • 1 • • • • • •• • • P S • • 112 TYP. HEAD Met --t F- TYP. JAMB GROUT MUST TRANSFIX SMEAR LOAD ro SOL ITEM DESCRIPTION V.T. # OTY. /DESCRIPTION 1 DOOR HEAD/SILL 2 DOOR JAMB (HINGED) 3 '0QOR ASTRAGAL 4 .270 x .187 FINSEAL STRIP 5 DOOR W —STRIP CHANNEL 6 FRAME JAMB 7 FRAME HEAD 8 CL/ZING WAD (ROLL FORM) 60375 60376 60377 679240 60379 60380 VENDOR VENDOR ALUMAX ALUMAX ALUMAX 8 (2 /each door ton & bot. roil) SCHLEGEL. CORP. ALUMAX ALUMAX 60411 ALUMAX 68 170 FLORIDA SCREEN 9 OLITSWING THRESHOLD 61069M ALUMAX 10 5-i 16x 18 THREADED ROD 6TRODA 4 1/door top & bot. roil) FASTEC INDUSTRIAL 11 TRUSS CLAMP 60378M 8 2 /ea. door top & bot. rail ALUMAX 12 5/160 16 TRUSS WASHER 7WASHA 8 2 /eo. door top & bot. roil FASTEC INDUSTRIAL 13 ' 5 16x18 TRUSS NUT 7JNUTA 8 2 /eo. door top & bot. roil FASTEC INDUSTRIAL AF -10375 AF -10376 AF -10377 FS7924 -187 AF -10379 AF -10380 AF— 12376 AF -12375 AF -10379 14 fRAME SCR. COVER CAP 15 STRIKE PLATE 16 STRIKE PLATE INSERT 17 10x3/4 SCR. FLT. HD. PHIL 71034A 18 HINGE ASSY. 7FRMOW 6 (3 frame iambs) 19 10x.625 FLT. HO. PHIL 71058FP 26 6 /hinge — hinge —door iamb 20 1072 FLT. HD. PHIL. 710X12PPW 30 5 /hinge &hinge —frame iamb 21 TCP /BO7T. SLIDE BOLT LOCK 41720 2 1 0 ton /bot. gf I h. astragal 22 6x 1/2 FLT. HD. PHIL. 7612FW 4 2 /slide bolt locks) 23 8x2 SCR. PN HD. QUAD. 78112A 12 (6 /head & sill) E4.M1 SEALER 6SM55W 25 LOCK SUPPORT ASSY. 4UBLOK .3 1 /lock) 26 6x3/4 FLT. H0. PHIL. 7634F 6 24ock support assv.i 27 .200 x .190 Q1,0N — 60200K 5 1/astragals, fr. jambs de head) .211_0_75 x .190 QLON 60300W 4 1 /astragals do frame jambs) 29 3 POINT LOCK ASS• Y. F03PTAY 1 0 r.h. astragal 30 LOCK (ACTIVE 7LOKAP 1 0 r.h. astra. al _ HARLOC 100 31 LOCK DUMMY 7LOKIP 1 0 r.h. astrogal H—RLOC 88(3 32 DEAD —BOLT LOCK 7BLTIP 1 0 r.h. astro • of HARLOC 820 33 401 LAM. W /MONSANTO L .34 SILICONE 62899C . 35 112 Ph. Pn. SMS 36 1.r4 TAPCON 37 .401 LAM. W /DUPONT 38 .454 LAM. W /DUPONT 39 .4.54 LAM. W /MONSANTO 40 2 POINT LOCK ASSY. 1 (0 r.h. astragal) 41 , 1 x .75 Ph. Fl. Tek 7834FPT 41722W 7955X 41721 PGT INDUSTRIES 41722W CAMCORP PGT INDUSTRIES 41721 MERCHANTS FASTENER NATIONWIDE IND. MERCHANTS FASTENER MERCHANTS FASTENER PGT INDUSTRIES 41720 MERCHANTS FASTENER FASTEC INDUSTRIAL SCHNEE MOREHEAD 5M5504 PGT INDUSTRIES 4UBLOK FASTEC INDUSTRIAL SCHLEGEL CORP. SCHLEGEL CORP. PGT INDUSTRIES Q200X190, Q375x190 FD3PTAY ‘7M1 Robert L. Clark, P.E. P.E. #39712 Structural HJ P.C. DOW CORNING 899 H.P.G. H.P.G H.P.G. PGT INDUSTRIES SPENCER PRODUCTS 1 PRODUCT REVISCD as complying w,tb the Florida Balding Cade Acceptance Na O2- 0701.12 Ezplrntloo Oats i • 2 Z By Dade Widen Prdact Control P:':ODUCT RENT W D AXCrrniNci a%— a III 1"j.o' L`t31R1T:ONt rf: No Veil sex. 221?LC4o tly 1St. 1.4 L4 .4vc. 14400lik. 101,101. 01Miiwt1oM • Revisions: 0) added 2 pt. lock info Tolerant-ea Unless Nam Radians: t 1/64 Deans .oa : Dcoinal .000 ! Mpdar. A r Series/Model: SWD -101 1070 Technology Dr. Nokomis, Fl. 34275 INDUSTRIES Material: Rend try. Dais: D.B. 11/17/00 Chkd try: Dots: Drown By: D.B. Date: 2/16/98 Description: French Door — Anchoroge /B. O. M. PGT NO: VENDOR NO: Scale: Sheet: 4.14 Drawing No. 971 Rev: NOTE..: LARGE MISSILE WINDOWS, E,1. GLAZING OPTIONS: _ __ - - — -- _ A.5 /16 "LAMtNNATED GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENEb GLASS Wl AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. B. 5/16 "-LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8 "3 \--HEAT STRENGTHENED GLASS WI AN .090 INNER LAYER OF _— SOLUTIA_ OR DUPONT _PVB C.-7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE QF:3 /16" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED COMPONENT WITH A 3/8" AIR SPACE. 5/16' LAMINATED GLASS COMPRISED OF ;2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT INNER LAYER. 2. CONFIGURATIONS X, XX, X0, OX, XOX, 0 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST FRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 4. E. F SHEET 4. F. FOR 2 a "XOX" & "0" CONFIGURATIONS SEE SHEET5. G. FOR -4 "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 6. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 7. NOA DRAWING TABLE OF CONTENTS SHEET NOTES . 1 GLAZING DETAILS... 2 ELEVATIONS 3-4 DESIGN PRESSURE TABLES 5-8 SECTIONS 9 CORNER CONSTRUCTION 10 EXTRUSION PROFILES 10 -11 PARTS LIST 11 ANCHORAGE 12 • • • .: 4. P NbHbRAGE:.SINGLE ROW OF FASTENERS LOCATED AS FOLLf..)WS: • • • •••. ••• • • • .• • •••• • ••.• • •• HEM& iAAX. 4" FROM CORNERS • • • fi1AX. 4" & 7" ON EACH SIDE OF MEETING RAILS • ...•MAX. 14 1/2" SPACING ON VENTS • • MAX. 13" SPACING ON FIXED LITES • • • • • • • •• •.(2) ANCHORS 3" APART AT MID -SPAN ON FIXED _ITE ONLY • • JAMBS: ...... MAX. 4" FROM CORNERS • • MAX. 13" SPACING • :••••(2)ANCHORS 3" APART AT MID -SPAN • 146tI : 1/4" TAPCCNS OR #14 SCREWS MAY BE USED AT THE MOVE SPACING. PRESSURES IF USING 3/16" TAPCONS OR #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 7. REFERENCE TEST REPORTS: FTL -3580, FTL -3582, FTL -3587 ANC FTL -3729 ••__ • •• • • ••• • , rod DY cum: 3/17/03 • i :�tve• IC Otl•: IF.K. 3/25103 r aw- er Os*: 12/17/02 SEE SHEETS 4, 5, 6 AND 7 FOR ALLOWABLE DESIGN PRODUCT REVISED as complying with the Florida Bolding Code Acceptance No E iration Date Reunion A REVISE ANCHORAGE NOTE 4 RevNo• B ADD 13/16' 1.G. 8 MOVE GLAZING DETAILS TO SriEET 2 Rtntrrom: C crowed ay NO CHANGE THIS SHEET 1070 TECI-'NOLOGY DRIVE NOKOMIS. FL 34275 P.0. BOX 1529 NOKOMIS. FL 34274 Lisibly Better Dosogp4'an: NOTES AND TABLE OF CONTENTS ALUMINUM CASEMENT WINDOW, IMPACT SehetAMtM Sum CA -740 NTS Sheet 1 a 12 (Wowing No. 7045 -8 1/ .7 %c /-) Lucas A. Turner, P.E. PE *58201 Mechanical • •.. • • •• • ••• •• • • .. •. • .•. •• • •� 1/8" ANNEALED GLASS 43 -- �— .090 SOLUTIA OR DUPONT PVE INNER LAYER ��— 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE P1 5/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS • •• •. • •••• • •• • • • •... • • • • •••• • • • • • • 000 0 • • • • • .• • • • • • f 3/8" AIR SPACE 1/8" HEAT STRENGTHENED GLASS .C90 SOLUTIA OR DUPONT PVB INNER LAYER 3/16" HEAT f•-- STRENGTHENED GLASS .65" NOM. GLASS BITE f rui 7/16" LAMINATED GLAZING DETAL 13/16" —; �— 5/16" LAMINATED COMPONENT �-- 1/8" HEAT STRENGTHENED GLASS -+I • .090 SOLUTIA OR DUPONT PVB INNER LAYER 1/8" HEAT STRENGTHENED GLASS 13/16" I.G. GLAZING DETAIL .65" NOM. GLASS BITE 1 PRODUCT REVISED as complying with the Florid* (lidding Code Acaptancc No Es ration Date BY Miami 02 Data: 3/25103 Date. 7/10/03 Revisals B Revs: C REDRAW GLAZING DETAILS & ADD 13/18' 1.G. NO CHANGE THIS SHEET mud By Deis Ravnie s: Din By Fri( D•:•: 03/25/03 Checked By Dater 1070 TEChNOLOGY DRIVE NOKOMIS, FL 34275 P.0. BOX 1529 NOKOMIS. FL 34274 I 12 r Dom: GLAZING DETAILS Tale: ALUMINIUM CASEMENT WINDOW, IMPACT Visibly Better Senes'Mode1: CA -745 Sae NTS Suet 2 a 12 D,a•eg Na. 7045 -8 Rer C 7.,/(0-4) Lucas k Turner, P.E. PE 458201 Ma,anical ANCHOR LOCATION TYP. CENTERLINE 1 1/2" •• • ••• +s. • •. ••• • ••• • ... •••• MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) • •• • • • ANCHOR LOCATION TYP. 7' 4° MAX. SEE MID -SPAN ANCHOR DETAIL TYP. (2) 4" MAX. MEETING RAIL DETAIL (SEE SHT. 1 NO-E 4) 134" MAX. WIDTH 53" MAX. DAYLIGHT OPENING • S�E.MID- 3e74N; ANCHO•R DETAIL: • TY • .' y.. • • • ••• 30" MAX. DAYLIGHT OPENING ® DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. 4" MAX. f 74" MAX. WIDTH 30" MAX. DAYLIGHT OPENING 1 56" MAX. DAYLIGHT OPENING 63" MAX. HEIGHT 4" MAX 30" MAX. --- DAYLIGHT OPEN ING 141 /2" MAX. O.C. TYP. rELEWATION "B" - 63"- HIGH "XX" (SEE SHEET 5 FOR PRESSURES) 6 NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION — -... X SEE MEETING RAIL/DETAIL [TvI±.(2) a., :I G X • i 1 56" MAX. DAYLIGHT OPENING 63" MAX. HEIGHT 4" MAX 30" MAX. --- DAYLIGHT OPEN ING 141 /2" MAX. O.C. TYP. rELEWATION "B" - 63"- HIGH "XX" (SEE SHEET 5 FOR PRESSURES) 6 NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 4" MAX. �-- 13" MAX O.C. –I----1 60" MAX. FIXED RIved Br Ramp BBC F.K. 37" MAX. VENT TYP. ELEVATION "A" - 63" HIGH "XOX"_(SEE SHEETS 6 -8 FOR PRESSURES) AX HT 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY L._ SEE MEETING RAIL DETAIL TYP. (4) PRODUCT REVISED is complying with the Reside Guiding Ccuie Acceptance No I -0 '/I. 1 E lion Date r VE.:" rd e Modacf CoNal, 2 By M. Div Dare: 3/17/73 Re A REVISE ANCHORAGE Date: 3/25/03 B CHANGE SHEET NO. REFERENCES Rarad ay. F.K. Brow By Fx Date: 7/10/03 Datr 12/17/02 tS 13 C -Checked BF ADD HINGE LOCATION DETAILS Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 1:24G,T" Visibly Better "XX" & "XOX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT serfasModec CA-740 scale: NTS Use 3 d 12 Drawing No 7045 -8 ez-- -7,4cr /o7 Lucas A. Turner, P.E. PE 458201 Me.hartkal / ;/ • 0 • / ` 56" DAYLIGHT OPENING _ MAX. 63" A HER 4" MAX. �-- 13" MAX O.C. –I----1 60" MAX. FIXED RIved Br Ramp BBC F.K. 37" MAX. VENT TYP. ELEVATION "A" - 63" HIGH "XOX"_(SEE SHEETS 6 -8 FOR PRESSURES) AX HT 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY L._ SEE MEETING RAIL DETAIL TYP. (4) PRODUCT REVISED is complying with the Reside Guiding Ccuie Acceptance No I -0 '/I. 1 E lion Date r VE.:" rd e Modacf CoNal, 2 By M. Div Dare: 3/17/73 Re A REVISE ANCHORAGE Date: 3/25/03 B CHANGE SHEET NO. REFERENCES Rarad ay. F.K. Brow By Fx Date: 7/10/03 Datr 12/17/02 tS 13 C -Checked BF ADD HINGE LOCATION DETAILS Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 1:24G,T" Visibly Better "XX" & "XOX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT serfasModec CA-740 scale: NTS Use 3 d 12 Drawing No 7045 -8 ez-- -7,4cr /o7 Lucas A. Turner, P.E. PE 458201 Me.hartkal 32" VAX. WIDTH 25" MAX. DAYLIGHT OPENING SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. 0.C. 4" 4" MAX. 4" MAX.-1 • • ® DENOTES HINGE LOCATION AT HEAD& SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 65" MAX. DAYLIGHT r OPENING t I L I -I SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 72" MAK. HEIGHT 14 1/2" MAX. O.C. ELEVATION "C" - 72 HIGH "X" (SEE SHEET 5 FOR PRESSURES) NOTE: 72" HEIGHT AVAILABLE WITH SINGLE VENT CONIIQI3RATION �NLY.... ;••• • • • • 0 t ' • • • • ••••• • • •..• •. • T. • • •� •• •. • • .••• • •••• • SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. O.C. ....LNG L'OGATED APPROX. • FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY [- 37" MAX. WIDTH - 30" MAX. —DAYLIGHT -- OPENING 13" MAX. O.C. 4" MAX. 1 56" MAX. DAYLIGHT OPENING SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13" MAX. O.C. 63" MAX. HEIGHT Fij ___ 14 1 /2" 4" MA. 4 - - MAX. 0.C. ELEVATION "X" (SEE- SH OR PRESSURES) 97" MAX. WIDTH 30" MAX. 53" MAX. _r_ DAYLIGHT OPENING 7 DAYLIGHT OPENING ('77-`I 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING i 56" MAX. DAYLIGHT OPENING 63" MAX. HEIGHT 4" MAX. 4" MAX. 0 L. .x-13" MAX. O.C. ELEVATION "E" - 63" HIGH "0" (SEE SHEET 6 FOR PRESSURES) to NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 56" MAX. DAYLIGHT OPENING 4" MAX. --- , I / 1- -4-13" MAX. O.C. 4" 37" MAX. VENT 60" MAX. FIXED SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 63" MAX. HEIGHT SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) ELEVATION "P' - 63" HIGH "XO" & "OX" UNEQUAL LITE (SEE SHEETS 7 -8 FOR PRESSURES) PRODUCT REVISED as eompiyiizg with the Florida Raiding Cade Acceptance No E. ' anion Date By Miami Divisi • !mj'L i ; /l '-. de leaded Coen, Reese By. Date: 3/17/03 Rwklona: A REVISE ANCHORAGE F.K. Dan: 325/03 ReNsbns: 8 CHANGE SHEET NO. REFERENCES Reese ay: °F.K. Deer. 7/10/03 ReateJot e: C ADD HINGE DETAIL& HINGE LOCATION NOTES Drta,By. Date: 12/17/02 Cloaked By F.X. Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better "X ", "0', "XO" & "OX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT SerJreRbdet CA -740 Scek: �+ NTS Shop: 4 a 12 Crawa g No. 7045 -8 Rae C Lucas A Turner, P.E. PE 45a201 Mechanical • ••• • •••■• "X" WIDTH 19.125\. "X" WINDOWS /8 "A, D90,1 /8 "HS = 5)16" tAMI j'C/8 "HS,.090,1 /8" TEST REPORTS: F_ TL -3582 FTL -3587 FTL -3729 E. 1 /TT 1/8' .5/ 6' LA 1- 1/8 H ,.090,1 /8`wHS) 26.000 31.000 A 36.000 1 38.375 43.000 1 48.000 50.625 NEG ' PO ,NEG POS NEG POS NEG POS NEG IPOS NEG POS NEG POS 70.0 -90.0 70.0, -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 -90.0 70.0 -90.0 54.000 - 57.000 60.000 1 63.000 66.000 ( 69.000 NEG POS NEC POS NEG POS NEG POS NEG POS NEG POS 70.0 -90.0 24.000 B,E A _J8:0 70.0 -90.0 70.0 -90.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 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 -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 70.0 -90.0 70.0 , -90.0 70.0 -90.0 70.0 -90.0 70.0 72.000 NEG POS -90.0 70.0 70.0 -90.0 70.0 -90.0 70.0 -86.3 26.500 B,E - 90.0 70.0 -90.0 A -90.0 30.000 32.000 B,E -90.0 A -90.0 B,E -90.0 A -90.0 70.0 -90.0, 70.0 -90.0 7C.0 -90.0 7C.0 -90.0 ,70.0 -90.0 70.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 -90.0 70.0 -90.0 70.0 -90.0, 70.0 70.0 ( -87.4 -90.0 70.0 ; 90.0 • 70.0 -90.0 70.0 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 -84.2 70.0 -90.0 70.0 -83.2 70.0 -81.7 70.0 70.0 -90.0 70.0 -90.0 70.0 70.0 -83.6 70.0 ` -79.9 70.0 � -90.0, 70.0 , -90.0 -77.6 70.01 -68.4 68.4 -63.9 70.0 -75.4 70.0 -90.0 63.9 -60.0 70.0 -72.4 70.0 -90.0 60.0 70.0 -69.9 70.0 -90.0 69.9 -67.8 67.8 -66.2 66.2 70.0 -90.0 70.0 -90.0 70.0 -65.0 -90.0 65.0 -63.7 70.0 -90.0 63.7 70.0 -58.5 58.5 - 56.2 70.0 -90.0 70.0 -90.0 70.0 7C.0 -90.0 70.0 -86.3 70.0 34.000 B, E A -90.0 7C.0 -90.0 - 75.0 7C.0 -75.0 70.0: 90.0 70.0 70.0 -75.0 70.0 -90.0 70.01 -90.0 70.0 -90.0 -81.0 70.0 -71.1, 70.01 -61.8 61.8 -58.9 -90.0 70.0 -90.0 70.0 � -90.0 70.0 -90.0, -75.0 70.0 -65.5 36.000 37.00 B,E A - 75.0, -75.0 7C.0 -75.0 B,E -75.0 B, EI -75.0 A -75.0 7C.0 -75.0 70.0 -75.0 70.0 -75.0 =70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 70.0 -75.0 70.0 70.0 -73.7 70.0 70.0 - 75.0.70.0 65.5 1 -57.5 57.5 -54.9 -75.0 70.0, -75.0, 70.0 1 -75.0 70.0 ,-75.0 -70.4 70.0 -60.4 60.4 � - 54.3 54.3 -51.1 70.0 -90.0 70.0 -90.0 70.0 - 90.0 56.2 -63.4 70.0 -90.0 53.4 -51.3 70.0 -90.0 51.3 -49.8 70.0 -90.0 49.8 -48.3 48.3 70.0 -90.0 70.0 58.9 -56.1 56.1 -53.8 53.8 -50.4, 50.4 - 47.7 47.7 -45.6 45.6 -43.9 43.9 -42.2 42.2 70.0 ,-90.0 54.9 -51.8 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 51.8 -48.6 48.6 , -45.2 45.2 -42.4 -75.0 70.0 -75.0 70.0 � -75.0 70.0 -75.0 -67.9 67.9 -59.0 59.01 -52.8 52.8 -49.9 - 75.0 70.0 -75.0. 70.0 j -75.0 70.0 -75.0_ 70.0, -75.0 51.1 -47.9 70.0 -75.0 49.9 -46.4 70.CV -75.0 70.0 ,-75.0, 47.9 -44.8 70.0 -75.0 70.0 - 75.0 70.0, -75.0 46.4 -43.5 44.8_42.2 42.2 - 39.7 70.0 -75.0 43.5 -41.1 70.0 41.1 - 75.0 -38.6 70.0 -75.0 70.0 -75.0 70.0 -75.0 42.4 70.0 39.7 70.0, 38.6, 70.0 TABLE 2.(BASED ON 114" TAPCONS OR #14 SCREWS) "X" WINDOWS TEST REPORTS: FTL -3580, FTL -3587 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37.000" WIDE x 63.000" HIGH AND ALL "X" SIZES UP TO 32.000" WIDE x 72.000" HIGH -90.0 70.0 COMPARATIVE ANALYSIS TABLE 3. BASED ON 1/4° TAPCONS OR #14 SCREWS "XX" WIDZ • .3 • • ING I PTION: (1 HEIGHT "XX" WINDOWS A, TEST REPORTS: FTL -3582 26.000 31.000 36.000 38.375 43.000 NEG POS - X5.0'7C.0 NEG POS NEG POS NEG POS NEG POS 48.000 POS NEC 50.625 ' 54.000 57.000 60.000 63.000 NEG POS NEG POS -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 •43.000... A -75.0 ,C.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 48.000• A -7i~0� • • GOO • ...• • •••• .• 53.1 • 04.001 1 • 57.000 C.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 _ A -.".••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 A ,70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.4 70.0 -69.6 69.6 -65.2 60.Od0 • :A %S. •70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 66.4 -63.9 63.9 -60.0 64.000 A !?4.O 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 68.0'Qti' •;A 75.ti 7a0 72.QQ� ∎A 74.000_ �•A 45.0 C 70.0 -75.0 -75.0 70.0 70.0 - 75.0170.0 -75.0 70.0 -75.0 -75.0 -73.7 70.0 70.0 70.0 -75.0 -70.4 -67.9 70.0 70.0 67.9 -65.5 -60.4 65.5 60.4 -57.5, -54.3 -59.0 59.0 -52.8 57.5 54.3 52.8 -54.9 -51.1 54.9 51.1 'NEC POS NEG POS NEG POS - 75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 70.0 70.0 65.2 60.0, - 56.156.1 -51.8 51.8 -47.9 47.9 -49.9 49.9 -75.0 - 75.0 -72.1 -63.0 -58.5 70.0 70.0 70.0 63.0 58.5 -53.8 53.8 -75.0 -75.0 -69.5 -60.8 , -56.2 -50.4 70.0 70.0 69.5 60.8 56.2 - 75.0 -75.0 -67.5 -58.0 -53.4 70.0 70.0 67.5 58.0 53.4 50.4 -47.7 47.7 -48.6 48.6 -45.2 45.2 - 42.4 42.4 x x -44.8 44.8 -46.4 46.4 -43.5 43.5 -42.2 -41.1 42.2 41.1 -39.7 -38.6 39.7 38.6 TABLE 4.(BASED ON 1/4" TAPCONS OR #14 SCREWS) "XX" WINDOWS GLAZING OPTION: YB6" LAMI (1 /6 "HS,.09Q1 /8 "HSL) E. 13/16" LAMI (118 "HS,3 /8 "SPACE,5116" LAMI -W/ 118 "HS,.090,1 /8" [ALL "XX" SIZES UP TO 74.000" WIDE x 63.000" HIGH -75-.0 TEST REPORTS: FTL -3582, FTL -3729 TABLE 5.(BASED ON 1/4" TAPCONS OR #14 SCREWS ")X" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAM (3/16 "A,.090,3 /16 "HS) ALL "XX" SIZES UP TO 74.000" WIDE x 63.000" HIGH r 90.0 70.0 Fund *y: r. Y_ a. F.K. Rcvsd ay: FX. claw ay 1 F.IC; 70.0 NOTE: IF USING 3/16 "TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "XX" WINDOWS IS LIMITED TO 46.7 P.S.F PRODUCT' REVISED as complying wltb the Florida Raiding Code Acceptance No / -0 , e E . tra:iva Date ., lAt•5'4 'b8 illy f 1�a Div e Product Co Dab: 3/17/03 Deb: 3/25/03 REVISE TABLES 1 AND 3, GLASS TYPE ADD GLASS TYPE E TO TABLES 1 & 4 Dab: 7/10/03 ttevrosms C NO CHANGE THIS SHEET Dab: 12/17/02 Checked By Dab: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. BOX 1529 NOKOMIS, FL 34274 P 1_,; r Visibly Better assowoor PRESSURES- X & XX CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT s.,�nuee r CA -740 Scae: NTS Stet 5 a! 12 orVIi_e M.. 7045 -8 R-6 • 7.46/a 3 Lucas A. Turner, P.E. PE *58201 Mertiark ai 1 11111111 1111 1 1 1 II II 11.1111111111111111 11 1 11 1111 11111111111111 II • •• • ••. • • ••• • 1 • •le • ••1 • ••• • • ••. COMPARATIVE G ING ANALYSIS OPTIONS: TABLE 6. (BASED ON 1/4 "TAPCONS OR #14 A. 5/16" LAMI (1/8 "A,.090,1/8 "HS; 8.17feritmi E. 13/16" LAMI (1/8 "HS,3 /8" SPACE,5 /16 "LAMI SCREWS (1/8 "Ht7.090,1 "O" & "1/4- 112 -1 /4 XOX" WINDOWS TEST REPORTS: /8 "HS) ( C. 7/16' LAMI (3/1 6"A,. 090 ,3/16"HS) "HS) ' FTL -3582 FTL -3582 FTL -3729 -W/ 1 /8 °HS .090118 "O" WIDTH "XOX" WIDTH EIGHT 26.000 31.000 36.000 38.375 43.000 48.000 1 50.625 # 54.000 57.000 60.0.00 _ 63.000 NEG POS NEG POS NEG POS NEG POS NEG POS NEG 1POS r NEG POS NEG POS NEG POS NEG POS NEG POS 36.000 72.000 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 -42.2 42.2 -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 C -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 '46.4 -90.0 70.0 -90.0 70.0 -90.0 70.0 37.000 74.000 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 -46.4 -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 C 70.0 -90.0 70.0 -90.0 70.0 -90.D 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 39.500 79.000 A ,-90.0 -75.0 70.0 -75.0 70.0 -67.8 67.8 -62.1 62:1 -55.7 55.7 -49.8 49.8 - 46.9 46.9 -43.5 43.6 -41.1 41.1 -38.6 38.6 -36.5 36.5 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 C -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.D 70.0 -90.0 70.0 -87.4 70.0 -83.2 70.0 42.000 84.000 A -75.0 170.0 -75.0 70.0 -62.4 62.4 -58.4 58.4 - 63.3 63.3 -56.4 564 - 53.4 53.4, -50.0 50.0 - 46.9 46.9 - 44.3 44.3 -41.9 41.9 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 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0.70.0 x-90.0 70.0 -90.0 70.0 -84.5 70.0 -79.7 70.0 -75.6 70.0 45.000 90.000 A -75.0 70.0 - 70.3170.0 -58.0 58.0 - 54.5 54.6 -59.3 - 53.6 53.6 - 50.9 50.9 -47.5 47.5 - 44.7 44.7 -42.1 42.1 -39.7 39.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 , -75.D 70.0 -75.0 _59.3 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 c -90.o 70.0 -90.0 70.0 -90.0 70.0, -90.3 70.0 -90.0 70.0 -90.0 70.0 -88.2 70.0 -81.8 70.0 -76.9 70.0 -72.4 70.0 -69.2 69.2' 48.000 96.000 A , -75.0 70.0 -65.0 65.0 - 54.3 54.3 -51.1 51.1 -55.1 55.1 -51.4 51.4 -48.6 48.6 -45.3 45.3 -42.5 42.5 -40.4 40,4 -38.4 38.4 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.3 70.0 5.0 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 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.D 70.0 -90.0 70.0_ -86.0 70.0 -80.9 70.0 -75.0 70.0 -70.7 70.0 -67.3 67.3 - 64.1 64.1 50.500 101.000 A -75.0 70.0 - 60.8 60.8 -51.3 51.3 -46.3 48.3 -52.7 X52.7 -48.7 48.7 - 46.9 46.9 - 43.5 43.5 -41.3 41.3 -39.2 39.2 -37.1 37.1 B,E -75.0 70.0 -75.0) 70.0 -75.0 70.0 -75.D 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 -74.3 , 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -81.2 70.0 -75.7 70.0 -70.3 70.0 -66.8+ 66.8 - 63.5 63,5 - 60.5 60.5 53.125 106.375 A -75.0 70.0 - 58.7 58.7 -48.7 48.7 -45.4 45.4 -50.0 50.0 -46.1 46.1 - 44.2 44.2 -42.2 42.2 -40.1 40.1 - 38.0 38.0 - 36.2 36.2 B,E - 75.0.70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 -75.01 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -88.5 70.0 -76.4 70.0w-71.1 70.0 ;66.5 66.5 -63.0 63.0 - 60.0 60.0 - 57.3 57.3 54.000 • ,10$000 '. :. • • A -75.0 70.0 -58.2 58.2 -47.9 - 44.5 44.5 -49.1 49.1 -45.3 45.3 ,-43.4 43.4 _ -41.9 41.9_-39.8 39.8 -37.6 37.8 - 35.9 35.9 B,E -75.0 70.0 -75.0 70.0 -75.0 ,47.9 70.0 -75.0 70.0 -76.0 _ 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -86.9 -47.5 70.01 -75.0 70.0 47.5 -43.9 43.9 -70.1 -42.2 70.0 42.2 -65.4 - 40.8 65.4 40.8 -61.8 -39.1 61.8 39.1 -59.1 -37.2 59.1 37.2 - 56.4 - 35.4 56.4 35.4 1 • '55.500 • • • +111,001 e -1.0 70.0 -57.1 57.1 -46.4 ' 46.4 -43.3 43.3 B! E -76.0 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, -75.0 70.0 -75.0 70.0 -74.3 70.0 -70.8 70.0 L -- C' • 190.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.3 70.0 -72.5 70 0 .8:4-----58A -63.6 63.6 -60.1 60.1 -57.5 57.5 - 54.8 54.8 •• ' 67.000 • • 1 • • • 114.Q00 • • A " !'5.0 70.0 -56.2 58.2 - 44.8 44.8 -42.1 42.1 -46.2 46.2 -42.5 42 5 -41.2 41.2 - 39.8 39.8 ;38.5 38.5 -36.7 36.7 - 34.8 34.8 B,� _?5.0 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 -73.3 70.0 - 69.6 69.6 t ..90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -81.8 70.0 -70.7 70 0 -66.7 1 66.7 -61.8 61.8 - 58.7 58.7 -55.9 55.9 - 53.2 53.2 • 1 te8.500, 1 • • .1.1.7.000 • 411! 074.2 70.0 -55.0 55.0 - 43.4.43.4 -40.9 40.9 - 14.8 44.8 -41.3 413 -40.2 _ 40.2 - 38.7 38.7 -37.6 37.6 - 36.1 36.1, - 34.2 34.2 BM •-15.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70 0 �69 _ -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.2' 70.0 - 68.4 68.4 :C.' 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.4 70.0 -69.0 0 - 64.9 54.9 , - 60.4 60.4 - 57.3 57.3 - 54.5 54.5 -51.8 51.6+ 33.7 • 60.000 • 120.000 A -72.9 70.0 - 53.4 53.4 -42.2 42.2 -39.7 39.7 -43:5 43.5 -40.4 40.4 -39.2 39.2 -37.6 37.6 - 36.7 36.7 -35.5 35.5 - 33.7 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 -73.3 70.0 -71.0 70.0 -67.4 67.4 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 - 67.3 67.3 -63.3 53.3 -59.1 59.1 -55.9 _55.9 -53.0 53.0 -50.0 50.0 "O" & "1/4- 1/2 -1/4 XOX" WINDOWS TEST REPORT: FTL -3580 TABLE 7.(BASED ON 1/4" TAPCONS OR #14 SCREWS) GLAZING OPTION: D. 7/16" _AM (3/16 "HS,.090,3 /16 "HS) ALL "0' SIZES UP TO 60.000" WIDE x 63.000" HIGH AND ALL "XOX" SIZES UP TO 120.000" WIDE x 63.030" HIGH -90.0 70.0 Rave By: . _ -F:K. Revsd'.y F.K Revsd try: ora"n 9rc 1 4 X 1 2 0 4 X 0 NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "0" WINDOWS IS LIMITED TO 52.1 P.S.F. DESIGN PRESSURE FOR "XOX" WINDOWS IS LIMITED TO 41.3 P.S.F. PRODUCT REVISED as complying wkh the nails Bnidiat; tore Ac&cpttnte So E . , ird6oa Bate 3/17/03 Revisers: A REVSE TABLE 6, GLASS TYPES A & C 3/25/03 Aevbbns: 8 ADD GLASS TYPE E TO TABLE 6 Otte: 7/10/03 Revisions: C NO CHANGE THIS SHEET DAC 12/17/02 Cnedrad Err 1070 TECHNOLOGY DRIVE NOIGOMIS, FL 34276 P.7. BOX 1529 NOKOMIS, FL 34274 Vistbly Berter Cesalptlevc PRESSURES- 0 & 1/4- 1/2 -1/4 XOX CONFIG. WINDOWS TIRO: ALUMINUM CASEMENT WINDOW, IMPACT srirnbaa: CA -740 G +• NTS sheer 6 of 12 dewing q No. 7045 -8 Row c 740413 Lucas A.Tumer, P.E. PE eR5E201 Mach ark* • ••• • ••• • • • ••• .• • •• s • •••• • •••• .• • •••• COMPARATIVE ANALYSIS TABLE 8. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" OR "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3582 1 .1 GLAZI NG OPTION: A. 5/16" LAMI 1/8 "A,.090,1 /8 "HS) "XO" WIDTH "XOX" WIDTH EIGHT _ 0 28.000 31.000 36.000 38.375 43.000 48.000 50.625 54.000 57.000 60.000 63.000 NEG POS NEG POS NEG POS NEG POS NEG POS EG`POS NEC POS NEG POS NEC POS . POS NEC POS 37.000 55.500 A -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 48.000 72.000 A -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 49.333 74.000 A -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 53.125 79.688 A -75.0 70.0 -75.0 70.0_ -75.0 70.0 -75.0' 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 56.000 84.000 A -75.0 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 -64.9 64.9 -62.7 62.7 - 60.4 60.4 60.000 90.000 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 -60.0 60.0 -58.5 58.5 -56.2 56.2 -53.4 53.4 64.000 96.000 A -75.0 70.0 -75.0 70.0 -75.0 - -75.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 _56.1 - 53.8 53.8 -50.4 50.4 -47.7 47.7 67.333 101.000 A -75.0 70.0 -75.0 70.0 -75.0 _70.0 70.0 -75.0 70.0 .68.4 66.4 -58.2 _ 58.2 -55.6 55.6 - 52.3_52.6 -49.4 49.4 -45.9 45.9 - 43.1 43.1 70.917 106.375 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -61.8 61.8 -55.1 55.1 -51.9 51.9 -48.0 48.9 -45.8 45.8 -42.8 42.8 -40.3 40.3 72.000 108.000 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 -47.3 47.9 - 44.8 44.8 -42.2 42.2 -39.7 39.7 74.000 111.000 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 -46.4 _ 48.4 _ -43.5 43.5 _ -41.1 _41.1 - 38.6 38.6 TABLE 9. (BASED ON 1/4" TAPCONS OR#14 SCREWS) "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1/8 "HS,.090,1 /8 " -IS) E. 13/16" LAMI (1/8 "HS,318" SPACE, 5 /16" LAMI -W/ 1 /8 "1-1S,.090,1 /8 "HS) ALL "XO' OR "OX" SIZES UP TO 74.000' WIDE x 63.000" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111.000' WIDE x 63.000" HIGH r-75.01 70.0 TABLE 10. (BASED ON 114" TAPCONS OR #14 SCREWS) "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/1E" LAMI (3/16 "A,.090,3 /16 "HS) • 1•• • •• •• • .• •••• • .••• • • Oslo • .. ALL "X0' OR "OX" SIZES UP TO 74.000" WIDE x 63.000" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111.000" WIDE x 63.000" HIGH 1-90.01 70.0 • •• • • • • • • • • •• •• „NOT' : IPO 3 SINGfl6 TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "XO" OR "OX" AND "XOX" WINDOWS IS LIMITED TO 41.3 P.S.F, • •••• • • • • • .• •••• • • •• •• • • • • • • .• • • • • • 1 1 .1 3 3 3 X 0 X X 0 0 X PRODUCT REVISED n. complyingwith the Florida tluiding Cade AtYc tltace nn E caution Die BY Niece Di.. Product C Re.vad Br • F.K. Dab: 3/17/03 Radafons: A REUSE TABLE 8, GLASS TYPEA Revs ex F.K. 0•M: 3/25103 Rirhions: 8 ADD GLASS TYPE E TO TABLE 9 Raved 9y F.K. Dab: 7/10/03 &whians: C NO CHANGE THIS SHEET (Nom Bic caw 12/17/02 &necked By 1070 THNOLOOY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Pic3,1" Visibly Better Oesa p .1: PRESSURES- XO, OX, & 1/3- 1/3 -1/3 XOX WINDOWS Tips: ALUMINUM CASEMENT WINDOW, IMPACT Sarin:Moth* CA -740 sda: NTS sniwt 7 a 12 DraedngNo. 7045 -8 Rev: C X- aZ- 7/,/0/03 Lucas A.Temer, P.E. PE 1158201 Mechanical • • • •. • • ••• • • COMPARATIVE ANALYSIS TABLE 11. (BASED ON 1/4" TAPCONS OR *14 SCREWS) "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580 FTL -3582 FTL -3729 GLAZING OPTIONS: A. 5116" E. 13/16" LAMI (1/8 "A,.090,1 /8 "HS) B. 5/16" LAMI (1/8 "HS,.090,1/8"HS) C. 7116' LAMI (3116 "A,.090,3 /16 "HS) LAMI (1 /8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1 /8 "HS,.090,1 /8 "H "XOX" WIDTH VENT WIDTH FIXED WIDTH HEIGHT 26.000 36.000 38.375 43.000 48.000 50.625 54.000 57.000 60.000 63.000 NEG POS NE POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG - POS 69.264 19.125 31.014 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.1 70.0 - 64.9 64.9 -60.6 60.6 -58.1 58.1 - 56.1 56.1 -53.3 53.3 -50.5 50.5 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 C -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 86.919 24.000 38.919 A -75.0 . 70.0 - 69.1 69.1 -63.4 63.4 -56.5 56.5 -50.4 50.4 -47.5 47.5 - 441_44.1 -41.6 41.6 -39.2 39.2 -36.9 36.9 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 4-73.8 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.O 70.0 -90.0 70.0 -90.0 70.0 -90 0 70.0 -90.0 70.0 -89.4 70.0 -85.2 70.0 95.973 26.500 42.973 A -75.0 70.0 -60.5 60.5 -57.2 57.2 -62.1 62.1 -55.2 55.2 -52.6 52.6 -491 49.1 - 46.2 46.2 -43.6 43.6 -41.1 41.1 B,E ' -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 `70.0 -75.0 70.0 -75.0 70.0 -75 0.70.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 .90.0 _ -90.0 70.0 -90.0 70.0 -87 0 70.0 _-75.0 -81.9 70.0 -77.2 70.0 -73.1 70.0 108.649 30.000 48.649 A -75.0 70.0 -53.5 53.5 -50.4 50.4 -54.5 54.5 -50.7 _ 50.7 -48.2 48.2 - 44.9 44.9 -42.0 42.0 -40.1 40.1 -38.0 38.0 B,E -75.0 70.0 -75.0 , 70.0 -75.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 70.0 - 75.0,70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0_ -84.7 70.0 -79.5 70.0 -73.6 70.0 X42.7 , -69.7 69.7 - 66.3 65.3 ' r -63.1 63.1 115.892 32.000 • 51.892 A -75.0 70.0 -49.9 49.9 -46.8 46.8 -51.3 51.37-47.4 47.4 -45.5 -42.7 - 40.7 40.7 -38.6 3B.6 -36.6 ' 36.6 B, E -75.0 70.0 -75.0 ' 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0770.0, _45.5 -75.0_70.0 -75.0 70.0 -75.0 70.0 -73.2 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -78.6 70.0 -73.2 70.0 -68.3 68.3 -64.8 64.6 -61.4 61.4 -58.8 58.8 122.000 33.687 54.627 A -75.0 70.0 -47.3 47.3 - 44.0 44.0 -4E.4 48.4 - 44.7 44.7 -42.8 ' 42.8 -41.4 41.4 -39.5 39.5 -37.5 37.5 -35.7 35.7 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 -74.9 70.0 -71.4 70.0 C ' -90.0 70.0 1 -90.0 70.0 46.81-43.8 -90.0 70.0 43.6 -85.8 -47.9 70.0 47.9 , 74.0 -44.3 70.0 44.3 -69.4 -42.4 69.4 42.4.;41.1 - 64.7 64.7 41.1 -61.0 -39.3 61.0 39.3 -58.4 -37.3 53.4 37.3 -55.7 -35.5 55.7 35.5 123.135 34.000 55.135 A -75.0 70.0 -46.8 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 -74.6 70.0 -71.0 70.0 C -90.0, 70.0 -90.04 70.0, -90.0 70.0 , -85.0 70.0 , -73.1 70.0 -68.8 , 68.8, -64.1_ 64.1 -60.5 60.5 -57.9 57.9,-55.2 55.2 126.Q0 Q • • • : , •34.791 • • • 56.418 • • A -75.0 70.0 -45.5 45.5 -42.6 42.6 -46.7 46.7 -43.1 43.1 -41.6 41.6 -40.2 40.2 -38.7 38.7 -36.9 36.9 -35.0 35.0 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 -73.7 70.0 -70.1 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -62.8 70.0 -71.3 70.0 -67.3 67.3 -62.5 62.5 _38.9 -59.2 ' 59.2 -56.5 56.5 -53.8 53.81 • "" 130.0bi1.35.896 • • • • • • . n 5E1.209 •; • A -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 -37.7 37.7 -36.2 36.2 - 34.3 34.3 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.04-75.0 70.0 -75.0 70.0 -75.0 70.0 " -75.0 70.0 -72.4 70.0 -68.6 68.6 C -90.0 70.0 -90.0 70.0, -90.0 70.0 -79.9 70. _-69.3 69.3 -65.3 65.3 -60.6 60.6 -57.6 57.6 - 54.7 54.7 -51.9 51.9 , - • 130.3,7.3 • • , • • : • .36.00,00 • _ _ • • •• •515.378 _ _ _ A , -74.3 70.0 -43.5 43.5 -41.0 41.0 -45.0 45.0 _ -41.4 41.4 -40.3 40.3 -38.8, 38.8 -37.6 37.6 -36.1 36.1 -34.3 34.3 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 -72.3 70.0 -68.5 68.5 C -90.0 70.0 -90.0, 70.0 -90.0 70.0 -79.6 70.0 -69.1 69.1 ;65.1 65.1 -60.5 60.5 -57.4 57.4 - 54.6 54.6 -51.7 51.7 134.000 • • • • , • ; 37.040, • • ... 40.000 A -72.9 70.0 -42.2 42.2 -39.7 39.7 -43.5 43.5 -40.4 40.4 -39.2 39.2 -37.7 37.7 -36.7 36.7 -35.5 35.5 -33.7 33.7 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 -73.3 70.0 -71.0 70.0 -67.4 67.4 C -90.0 70.0 -90.0 70.0 -90.0 70.0_ -77.1 70.0 _ -67.3 67.3 - 63.3.63.3__ -59.1 59.1 , _ -55.9 55.9 -53.0 53.0 -50.0 50.0 e • .` "XO" & "OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. X 0 X UNEQUAL UTES X 0 UNEQUAL LITES 0 X UNEQUAL UTES TABLE 12. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS GLAZING OPTION: D. 7/16' LAMI (3/16 "HS,.090,3 /16 "HS) ALL "XOX" SIZES UP TO 134.000" WIDE x 63.000" HIGH WITH 37.000" MAX. VENT WIDTH AND 60.000" MAX. FIXED WIDTH AND ALL "XO" or "OX" SIZES UP TO 97.000" WIDE x 63.000" HIGI- WITH 37.000" MAX. VENT WIDTH AND 60.000" MAX. FIXED WIDTH TEST REPORT: FTL -3580 -90.0 70.0 NOTE: IF USING 3116" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "XO" OR "OX" AND 'XOX" WINDOWS IS LIM TED TO 41.3 P.S.F. PRODUCT REVISED u complying with the Florida Buidi ig+Ccds Accrpt2e+cc No E pirativa Date Rrascl ar P, Coate: 3/17/03 F.K. Revsd Sy: F.K. mown sr ' F.M. Date. 3/25/03 REVISE TABLE 11, GLASS TYPES A 8 C ADO GLASS TYPE E TO TABLE 11 Date: 7/10/03 Dec: 12/17/02 Revisions' C Clacked By. NO ;HANGS THIS SHEET Data 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 PO. BOX 1529 NOKOMIS. FL 34274 Visibly Better Ds•vipbore PRESSURES- UNEQUAL CONFIG. XO, OX & XOX Tiller ALUMINUM CASEMENT WINDOW, IMPACT Sek•Alaeer CA -740 se: NTS Sheet 8 ' 12 arawin§ No 7045 -8 Rev: C Luras A Tumer, P.E. ?E #58201 Mechanical REFERENCE "XO" & "XOX" FRAME (67 ASSEMBLY DETAIL, SHEET 10 ASSEMBLY DETAIL, SHEET 10 REFERENCE "XO" & 'XOX" FRAME Q OPENING LC) (SEE SHT. 3) - MAX. VENT DAYLIGHT MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) • MAX • • i AIGHT . , • • jSEE,SI+F . 3 &'4j : ••• •• •••. • • • • • • • • • • ••• •• •• • • • • •• •• • • •• •• • • • • •••• •••• • • • • • •••• • • • •' •••• e• •••• • • • • • • •• • • • CD 0 41 HORIZONTAL SECTION - XOX MAX. VENT DAYLIGHT OPENING �I (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) 7' REFERENCE "XX" FRAME ASSEMBLY DETAIL, SHEET 10 MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) VERTICAL SECTION OPERABLE UNIT VERTICAL SECTION FIXED UNIT HORIZONTAL SECTION - XX MAX. VENT DAYLIGHT OPENING O (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X rJ J PRODUCT REVISED as complying with the Florida 1 ukilm Cud. Acceptance tie / • / - . 02 Es /ration Otte _ F. :;(' ay it/ _ _ . =. — M lam 1 e Product Coat&. Divi n Rard as f :K. Dab: 3117/03 R•visma A NO CHG THIS SHEET Ru d 9y F.K. Dab: 3125/03 RevIstors: 8 ADD 13/16' I.G. GLAZING BEAD ITEM Rcrad Ely F.K. DiaMTI ay SK 0•b: 7/10/03 maw 12/17/02 ReMsors: C Checked By SHOW TOP HINGE Oats: 1070 TEr1INOLOGY DRIVE NOIJMIS, FL 34273 P.D. BOX 1529 NOIOM IS. FL 34274 0Z- -2/o /c73 Lucas A. Turner. P.E. PE #58201 Mechanical • • • • • •.• • • • • ••• • •. • •• • •e •• •• •• • •• • •• 'FRAME ASSEMBLY TUBE, MATL: 6063 -T6 "X" FRAME JAMB #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "X" FRAME JAMB "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MAIL: 6063 -T6 "X" FRAME JAMB #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID —SPAN "0" FRAME JAMB 4, . '10 "XO" & "XOX" FRAME ASSEMBLY DETAIL • •• • • • •••• ••.. • • ••.• • •• • . • .... fitAME•ki6AD OR SILL • • • " • • . #8x1 QUAD PH SMS • . (2) PER CORNER •• •• • • • • • • • • • NOTE: ALL ALUMINUM SHALL BE OF 6063 —T6 SASH FRAME TOP OR BOTTOM RAIL #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL MAIN FRAME ASSEMBLY DETAIL .062" NOM. Imo--- 2.784" FRAME HEAD, SILL, JAMB I MAIL: 6063 —T6 —j DWG# 7002A .434" 7 2.854" _ .062" NOM. 2.919" 1.159" -- 2.139" �- SASH FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7003A II .438" C 2.784" 3.544" .06Z " NOM. FIXED FRAME HEAD, SILL, JAMB MAT'L: 6063—T6 DWG# 7005A PRODGCT REVISED as cosnpIyingw•ith to Ffedda Balding Cock, Ace:14st= No Ex &alba Die grad By Fr.K. Oslo: 3/17/03 A REVSED FRAME ASS?' DETAIL SCREW SPACING cser. 3/25/03 R•riam•: B NO CHANGE THIS SHEET Data. 7/10/03 ReNS:ors C NO CHANGE THIS SHEET Dais: 12/17/02 CneGtsdBy CVO: 1070 TE t1POLOOYDRIVE NOK3141S, FL 34275 P.7.80X 1529 NOK)MIS, FL 34274 Better Dsaotpson: EXTRUSIONS & ASSEMBLY DETAILS res: ALUMINUM CASEMENT WINDOW, IMPACT sao CA -740 NTS Sn•". 10 a 12 Drawing Ns. 7045 -8 Rer C Lucas A.Tumer. P.E. PE *58201 MeUianical • •••• • ••e• • •• •••• ITEM PARTS LIST DWG # PGT. # 1 7002A 2 1155 781PQA 3 7008 4 5 7003A 6 1155 781 PQA 7 7017 67017K 8 7009 9 7024 10 7026 11 12 7014 13 1157 78X78PPSMS 14 7013 15 7015 16 7028 DESCRIPTION MAIN FRAME - HEAD, S.I.L & JAMBS #8 X I QUAD PH SMS FRAME CORNER KEY 1/2"X112"X1/8" CLOSED•CELL FOAM TAPE . SASH TOP, BOTTOM &SIDE RAILS 17 7027 18 7030 19 7031 20 21 7032 22 7858ZA 23 7033 24 7022 25 7023 26 710x12FP 30 31 32 • •• • • • - • • 33 ••••• • • • • ,• - -• • 40 • • 7036 • • • • 41 •6 7042 • • • •0.0I • . 0000 • 0000. • 000 • • • 00000 43 • ••• 122a•••••- 6'17'247 44 45 • • 46 •••‘1, •••• 1634• •: •' • 50• :r••• 7006• 6163K 51 • 7041 • 52°:"": •• #8 X 1 QUAD PH SMS BULB WEATHERSTRIP .187X.240 SASH CORNER KEY MAXIM MUM-POINT LOCK LOCK SUPPORT PLATE #10-24 X .562 PH. PN. TYPE F MULTI-LOCK KEEPER (1111. & L.H.) #8 X .875 PH. PN. SMS TIE BAR GUIDE TIE BAR ASSEMBLY MAXIM DYAD OPERATOR MAXIM DUAL ARM OPERATOR OPERATOR GASKET BACKING PLATE #8 -32 X .375 PH. PN. TYPE B STUD BRACKET (L.H. &R.11.) #8 X 5/8" FLT. PHL SMS OPERATOR TRACK & SLIDER (DUAL ARM SNAP -ON HANDLE. 12" 1IINGE (HEAVY DUTY) #10 X .500 PH. PHL 5/16" LAMINATED (1/8A & 118HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 5/16" LAMINATED (1/8HS & 1 /8HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 7116" LAMINATED (3/16A & 3/16HS G:.ASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 7/16" LAMINATED (3 /L6ES & 3116HS GLASS) .090 INNER TAYRR - SOLUTIA OR DUPONT PVB GLAZING BEAD (5/16 ") GLAZING BEAD (7/16 ") VINYL BULB WSTP (THICK) SILICONE - DOW CORNING 899 OR 995 PARABOND 53 1635 61635K 54 331 60976 55 67 7004A 78 •t12PSTW/B 67004 68 712XIPPT 69 7011 70 7012 71 7019 711573 72 7018 ;F1.DHD SETTING BLOCK SCREEN FRAME SCREEN CORNER KEY SCREEN CLOTH SCREEN SPLINE - SERRATED CASEMENT SCREEN CLIP 8 X .500 SQ. PN. TEK SMS - ASEMEI'T FRAME ASSY. TUBE 12 X 1" PH, PHIL TEK. OCK SUPPORT PLATE LOCK SPACER SNAP -ON T- HANDLE KNOB OLIlNG HANDLE ITEM DWG # PGT. # DESCRIPTION 73 7025 MAXIM SINGLE LOCK '74 7016 SINGLE LOCK KEEPER 75 70834A #8 X .750 QUAD PN SMS 80 7005A - FDCED WINDOW FRAME - HEAD, SILL & JAMBS 81 1155 781PQA #8 X 1 QUAD PN SMS 82 7010 FIXED FRAME CORNER KEY 83 7007 INSTALLATION EIOLE COVER 85 7047 67407 GLAZING BEAD (13/16" I.G.) 86 13/16" I.G. GLASS (1 /8 "HS,3 /8 "AIR SPACE,5/ 16 "LAMI) 5/16" LAMI (2 LUTES OF 1 /8 "HS GLASS WITH AN .090 INNER LAYER - SOLUTIA OR DUPONT PVB .706" .865 .050" 40) 5/16° GLAZING BEAD `-� MATL: 6063 -T6 DWG# 7036 523" ---1 �` 1 .865" .350" 7/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7042 .040" .423" 4 1.000" -°-j �--- .172" .870" .050" I _.-1 1..569" --1 13/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7047 .125" -- .062" --- CASEMENT SCREEN FRAME MAT'L: 6063 -T6 DWG# 7006 1.124'r- 1 .093" 993" '1fl[.289 " .040" -1 INSTALLATION HOLE COVER MATL: 6063 -T6 DWG# 7007 1 2.701' CASEMENT FRAME ASSEMBLY TUBE MATL: 6063 -T6 DWG# 7004A PtRODUCI REVISED as complyieg with the i kdd* Bolding Code Acccptawcc No E. iron= Date By Miami Divisi -#,. ..1 %is';r•,,, Product C Roved By: Revs By F.K. Data: 3/17/03 Revisions: A NO CHG THIS SHEET Dal. 3/25/03 Revisions: ADD 13/16" I.G. GLASS & GLAZING BEAD Rersd Dr F.K. Diaz 7/10/03 Revkgurei C NO CHANGE THIS SHEET Deswn Ay: F,la Date: 12/17/02 Checked Ay Date: 1070 TE:HNOLOGY DRIVE NOIO.11IS, FL 34275 P.a BOX 1529 NOKJMIS, FL 34274 WsopGOn: PARTS LIST & EXTRUSIONS rne: ALUMINUM CASEMENT WINDOW, IMPACT Visibly Better Seiem%4Wel: CA -740 Sseks. NTS set: 11 at 12 Drawing 7045 -8 Rev. Lucas A.Tumer, P.E. PE 058201 Mechanical • • APPROVED WOOD BUCK 1 1/2" OR MORE THICK (SEE NOTE 2) • • • • • • • • • • ••••.• ••••r• 1/4" MAX. SHIM --j #12 OR #14 SCREWS 1 112" MIN. EMBEDMENT OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK APPROVED WOOD BUCK LESS THAN 1 1!2" THICK (SEE NOTE 3) 1/4" MAX. SHIM 3/16" OR 1 /4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) inl 1/4" MAX. SHIM 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) • •• .. • ... e .... • • ••.. • •• •• • ••• • •• •• • • • • • • • • •• •• • • • •••• • • • • •••• • • • • • • • .. • • • • NOTES: • APPROVED WOOD BUCK 1 1/2" OR MORE THICK (SEE NOTE 2) 1/4" MAX. SHIM #12 OR #14 SCREWS minnow; __pi11/4" MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE f 1 1/4" MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK I�IM%IL';III�'�I� Ifitl! In 1/4" MAX. SHIM 3116" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) !',." . APPROVED WOOD BUCK LESS THAN 1 1/2" THICK (SEE NOTE 3) 1/4" MAX. SHIM 7 3/16' OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) 1 1/2" MIN. EMBEDMENT FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO OR ITW TAPCONS. 2. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS 1 1/2" OR MORE THICK TO BE ENGINEERED BY OTHERS AND TO BE REVIEWED BY BJILDING OFFICIAL. 3. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS LESS THAN 1 1/2" THICK TO BE ENGINEERED BY OTHERS. 1 1/4" MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE _.11 1/4" MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. PRODUCT REVISED as complying with the Florida B etiding Cole Acceptance No E radon Date / f / Vc6: 0 By Miami , . ' Product Control Divb Arend By Dale: s,K. 3/17/03 •41,10 r'b?,- Das: Pit 3/25/03 vae1Ry note: °XX 7/10/03 C B . Data: • F`k 12117/02 Rwrwinns: A ADDED #14 SCREW OPTION Rwhims: B NO CHANGE THIS SHEET R•Hsions: C C'rooMad 6y NO CHANGE THIS SHEET Dare: 1070 TEi.HNOLOGYDRIVE NOK7MIS, FL 34275 P.7 BOX 1529 NOKOMIS, FL 34274 oeecnvaon: ANCHORAGE DETAILS 7iNe; ALUMINUM CASEMENT WINDOW, IMPACT Visibly Better SertewMadel: CA -740 NTS Sheet: 12 a 12 Jraweg He 7045 -8 Raw f): , `77/r01/, 3 Lucas A.Tumer, P.E. PE *58201 Mechanical • • 11.11• • • •••••• • .• 1111•• ••••• • . 00000 • • • • • •• 000000 • •• •••• •••• • • •••• • • • • ••• • •••1•• • • • • GENERAL NOTES: IMPACT SLIDING GLASS DOOR 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 7/16" LAMI CONSISTING OF (1) LITE OF 3116" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SENTRYGLAS PLUS (SGP) INTERLAYER. TEST REPORTS FTL -4159 AND FTL -4161. 7/16"'LAW CO&SISTINGOF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN :090 SENTRYGLAS PLUS (SGP) INTERLAYER: TEST REPORT F-TL- 4163: C. 7/16" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB. TEST REPORT FTL -4171. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. TEST REPORT FTL-4171. E. 1 1/16" LAMI I.G. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE, 7/16" AIR SPACE AND (1) 7/18" LAMI GLASS ASSEMBLY INSIDE. THE 7/16" LAM1 COMPONENT IS ITEM C ABOVE. TEST REPORT FTL -4162. F. 1 1/16" LAMI I.G. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE, 7/16" AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE. THE 7/16" LAMI COMPONENT IS ITEM D ABOVE. TEST REPORT FTL -4162. G. 9/16" LAMI CONSISTING OF (2) LITES OF 1/4" HEAT STRENGTHENED GLASS WITH AN .090 SENTRYGLAS PLUS (SGP) INTERLAYER. TEST REPORT FTL -4163. 2. CONFIGURATIONS: SEE DIMENSIONS SHEET 4 AND DIAGRAMS SHEET 5. 3. DESIGN PRESSURES: (SEE TABLES 1 THROUGH 6, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TA:3LES ASTM E 1300 -98. C. DESIGN PRESSURES UNDER 40 PSF NOT APPLICABLE IN MIAMI -DADE COUNTY. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE DETAILS SEE SHEETS 14 THROUGH 17. • •S..SHPJTTERS ARE NOT REQUIRED. 8;144NTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT. •• 11 ' 9'R'BFERENCE TEST REPORTS: FTL -4159, FTL -4161, FTL -4162, FTL -4163, FTL -4171, FfL -4454 AND FTL- 4524.A •••• •g51RIES/MODEL DESIGNATION SGD730, 2 -TRACK VERSION ALSO PREVIOUSLY REFERRED TO AS SGD70. •1.1.. • • •• • • • • • NOA DRAWING MAP GENERAL NOTES GLAZING DETAILS DESIGN PRESSURES ELEVATIONS CONFIGURATIONS VERT. SECTIONS HORIZ. SECTIONS PARTS LIST EXTRUSIONS ANCHORAGE SHEET 1 2 3 4 5 6-8 9 -10 11 12 -13 14 -17 ri xrucr REVIBI D r ' e.I. Bawd 8y. Dale: Revisions! Roved By Date: F.K. 4/505 Rev atom D REVISION ADDS ALT. TRACK OPTIONS. REVISE NOTES 2, 4, 6, 7 8 8. Roved By Dar: F.K. 10/7/04 Revmiab' C ADD GLASS TYPE G, 9/18" LAMI Drawn By Dote. Crocked By (Ulm I F.K. 6/18/04 1070 TECtiN:X :)GY DRIVE NOKOMIS. F °_ 34275 P.O. PDX 1529 NOKOMU, ?. FL 34274 Visibly Heuer aav� on. GENERAL NOTES AND MAP ALUM. SLIDING GLASS DOOR, IMPACT SerneibModel SGD730 rade.TS 1 a 17 Luc,. y ,' Turn.x. P.E. PE #58201 Mechanical • •• • • • •••• •••• • • •••• • •• • • ••. • • • • • • • • • 7/16" NOM. 3/16" ANNEALED (OPT. A) OR HEAT STRENGTHENED GLASS (OPT. B) • •• <] EXTERIOR INTERIOR E> (ALL SECTIONS) .090 SENTRYGLAS PLUS INTERLAYER 3/16" HEAT STRENGTHENED GLASS 39 or 5J 591 NOM. GLASS BITE 44 or 45) X7/1=6" LAMI GL ASS _(SGP) - GLAZING OPTIONS A & B _J 7/16' NOM. • • • • 1/16" ANNEALED (OPT. C) OR HEAT • • : STRENGTHENED GLASS (OPT. D) •• •• • • •••• • • • ••• • • •• • • • • • AIR SPACE 3/16" TEMPERED GLASS 1 1/16" NOM. 3/16" ANNEALED (OPT. E) OR HEAT STRENGTHENED GLASS (OPT. F) .090 PVB INTERLAYER (SEE NOTE) 3/16" HEAT STRENGTHENED GLASS 42 or 4) .591 NOM. GLASS BITE NOTE: PVB INTERLAYER IS DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM. .090" PVB INTERLAYER (SEE NOTE) 3/16" HEAT STRENGTHENED GLASS 40 or 41 .591 NOM. GLASS BITE 44 or 45) 7/16" LAMI GLASS (PVB) GLAZING OPTIONS C & D 44 or 45 1 1/16" LAMI I.G. GLASS GLAZING OPTIONS E & F 9/16" NOM. 1/4" HEAT STRENGTHENED GLASS 1/4" HEAT STRENGTHENED GLASS .090 SENTRYGLAS PLUS INTERLAYER .591 NOM. GLASS BITE 44 or 45) 9/16" LAMI GLASS (SGP) GLAZING OPTION G rapaucT aoseccia name OC Rend By: Date: Rerharons: Rimed By: F.K. Dab: 4/5105 Revision D REMOVE LAMI LG. AIR SPACE DIM. Rdvsd By. F.K. Dab. 10/7/07 Revisions: C ADD 9/16' LAM! Dram By. F.K. Dare: 6/18/04 Cheerknef By. Dew. t 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Descnotbn GLAZING DETAILS TAI•' ALUM. SLIDING GLASS DOOR, IMPACT Visibly Rester senank+ed.I. SGD730 sae: FULL sh.er: 2 d 17 ora"vy Mo. 4406 -1 Rev. ^? / /7 '2. /e7 Lucao A. Tenter, P.E. PE #58201 Mechanical • • • • • • • eeeeee • • • • • • • • • ...... • .. • • • •••. ••.. • • ••.. • •. •. • •.. • • • • • • • • • • EXTENDED SILL (3 1/2 "), MAX. 96" (8 °) HIGH DOOR. ALL CONFIGURATIONS WITH A MAX. NOM. PANEL WIDTH OF 60" (5 °) GLASS TYPE A.- LAM! (3/16" ANN.,.090 SGP, 3116" HS) TABLE 1 FTL -4159 Nom. Panel Width 30" (2) Door Height 72" (6 °) 80" (_ 84" (7° 90" (7) 96" (8) +70.0 36" (3) +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:#1 +70.0 -70.0 +66.8 -66.8 +64.8 42" (3 °) +62.6 -62.6 +56.7 -56.7 +53.9 -53.9 +50.7 -50.7 +48.2 -64.8 -48.2 48" (4°) +53.2 -53.2 +47.2 -47.2 +44.4 -44.4 +42.3 -42.3 54" (46) +46.2 -46.2 +41.3 -41.3 +39.4 -39.4 +37.1 -37.1 +40.6 -40.6 +34.6 -34.6 60" (5°) +41.7 -41.7 +37.8 -37.6 +35.8 -35.8 +33.1 -33.1 +30.9 -30.9 EXTENDED SILL (3 1/2 "), MAX. 96" (8 °) HIGH DOOR. ALL CONFIGURATIONS WITH A MAX. NOM. PANEL WIDTH OF 60" (5 °) GLASS TYPE B. 7/16" LAMI (3/16" HS,.090 SGP, 3/16" HS) TABLE 2. FTL -4163 Nom. Panel Width 48" (4 °) Door Height 72" (6 °) +70.0 -70.0 80" (6) +70.0 -70.0 84" (7) +70.0 -70.0 90" (7°) +70.0 -70.0 96" (8) +70.0 -70.0 54" (4° 60" (5) +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +69.1 -69.1 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +66.2 -66.2 +61.8 -61.8 EXTENDED SILL (3 1/2 "), MAX. 96" (8 °) HIGH DOOR. TABLE 2A. ALL SIZES AND CONFIGURATIONS WITH A MAX. NOM. PANEL WIDTH OF 60" (5 °) GLASS TYPE G. 9/16" LAMI (1/4" HS,.090 SGP, 1/4" HS) FTL -41631 +70.0 1 -70.0 EXTENDED SILL (3 1/2 "), MAX. 96" (8 °) HIGH DOOR. ALL CONFIGURATIONS WITH A MAX. NOM. PANEL WIDTH OF 48" (4 °) GLASS ME C. 7/16" LAMI (3/16" ANN.,.090 PVB, 3/16" HS) GLASS TYPE E. 1 1/16" LAMI I.G W/ 7/16" LAMI TYPE C. (3/16" TEMP., 7/16" AIR SPACE, 3/16" ANN.,.090 PVB, 3/16" TAB E 6. FTL -4171 FTL -4162 HS) Nom. - Panel Width Door Height 72" (6°) 80" (8°) 84" (7 °) 90" (76) 96" (8 °) 30" (2) +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 36" (3°) +76.6 -76.6 +72.7 -72.7 +70.6 - 70.8 +66.8 - 68.8 +64.8 -64.8 42" (33) +62.6 -62.6 +56.7 -56.7 +53.9 - 53.9 +50.7 - 50.7 +48.2 -48.2 480 (4 °) +53.2 - 53.2 +47.2 -47.2 +44.4 - 44.4 +42.3 -42.3 +40.6 -40.6 EXTENDED SILL (31/2'7, MAX. 96" (8 °) HIGH DOOR. TABLE 6, ALL SIZES AND CONFIGURATIONS WITH A MAX. NOM. PANEL WIDTH OF 48" (4 °) GLASS TYPE D. 7/16" LAMI (3/16" HS,.090 PVB, 3/16" HS) FTL -4171 +80.0 -80.0 GLASS TYPE F. 1 1/16" LAMI I.G W/ 7/16" LAMI TYPED. FTL -4162 +80.0 -80.0 (3/16" TEMP., 7/16" AIR SPACE, 3/16" HS,.090 PVB, 3/16" HS) EXTENDED SILL (3 1/2 "), MAX. 120" (10 °) HIGH DOOR. TABLE 4. ALL SIZES AND CONFIGURATIONS WITH A MAX. NOM. PANEL WIDTH OF 48" (4 °) GLASS TYPE B. 7/16" LAMI (3/16" HS,.090 SGP, 3/16" HS) FTL -4161 I +60.0 1 -60.0 EXTINDED SILL (3 1/2"), MAX. 120" (10 °) HIGH DOOR. ALL CONFIGURATIONS WITH A MAX. NOM. PANEL WIDTH OF 48" (4 °) :GC4$S TYPE A. 7/16" LAMI (3/16" ANN.,.090 SGP, 3/18" HS) TABLE 3. FTL -4161 4 60m. fennel Wldtb w •. 8 30" (? ) sib ta°) 82" 4e) 48" (4 °) Door Height 72" (6 °) +60.0 80" (6°) 84" (73) 90" (7°) 96" (B) 102" (8) 108" (9 °) 114" (9) 120" (10) -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 - 60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60,0 -60.0 +60.0 -60.0 +60.0 -60.0 +60,0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58,9 -58.9 +56.2 -58.2 +60.0 -60.0 +56.7 -56.7 +53.9 -53.9 +50.7 -50.7 +48.2 +53.2 -53.2 +47.2 -47.2 +44,4 -44.4 +42.3 -42.3 +40.6 -48.2 +48.3 -46.3 -40.6 +38.3 -38.3 +44.6 -44.6 +43.4 -43.4 +42.1 -42.1 +36.0 -36.0 +34,4 -34.4 1 +33.1 -33.1 NOTES: 1. POSITIVE DESIGN PRESSURE IS LIMITED TO +40.0 PSF FOR ALL SIZES AND CONFIGURATIONS NOT EQUIPPED WITH 3 1/2" EXTENDED SILL RISER. NEGATIVE PRESSURES ARE NOT CHANGED. SEE VERTICAL SECTIONS, SHEETS 6 THROUGH 8 FOR EXACT SILL HEIGHTS. 2. REINFORCEMENTS NOT REQUIRED IN DOOR PANELS WITH GLASS TYPES C, D. E AND F (TABLES 5 AND 6). REINFORCEMENTS ARE REQUIRED IN DOOR PANELS WITH GLASS TYPES A, B AND G (TABLES 1, 2, 2A, 3 AND 4). rillOMILF SEWED I J "L 11r rMi�ta to Cate: Revisions: Roved ay: F.K. Nand ay. F.K. D•ew+ Sy F.K. Cafe: 4/5105 10/7/04 Dsls: 6/18/04 RevtIons: D REVISE NOTE 1 C ADD TABLE Z4, 9/16" LAMI Checked ax Ds* 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, Fl. 34274 PST Vrsibly Retu'r D DESIGN PRESSURES rtie, ALUM. SLIDING GLASS DOOR, IMPACT SG0730 saw: FULL sneer 3 a 17 O.ernna No 4406 -1 Rer. Lucia, ,1. Tut -ier, P.E. PE 45,3201 Mechanical • .. • • • •••• •••• • • ••.. • • • • • • ••. • • • • • • • e CONFIGURATION OVERALL WIDTH IN INCHES MAX. NOM. PANEL WIDTH > 48" 60" MAX. HEIGHT > 120" 99" 9 CONFIGURATION PANELS TRACKS WIDTH WIDTH 1 Xp OR pX 1 2 49 1/8 61 1/8 2 OX or XO BY -PASS 2 2 9613/16 12013/16 3 pXXp 2 2 101 1/8 125 1/8 4 XX BY -PASS 2 2 9613/18 12013/16 5 pXXorXXp 2 2 96 1/4 120 1/4 6 XOX BYPASS 3 2 144 180 7 000 3 2 144 180 8 OX0 BY -PASS 3 2 149 3/8 185 3/8 9 pXXO or OXXp 3 2 14813/16 18413/16 ' 10 OXX or XXO BY -PASS 3 2 149 3/8 185 3/8 11 OOX or X00 8Y -PASS 3 3 144 180 12 OXX or XXO BY-PASS 3 3 144 180 13 XXX BY -PASS 3 3 144 180 14 •XXX or XXX ' 3 3 143 7116 179 7/18 15 OXX 00 0(0 BY -PASS 3 2 149 318 185 3/8 16 0000 4 2 196 9/16 244 9116 17 OXXO BY -PASS 4 2 196 9/16 244 9116 18 OXXXp or pXXXO 4 2 196 244 19 pXXXX or XXXXp BY -PASS 4 2 198 244 20 XXXX BY-PASS 4 2 196 9/16 244 9/16 21 pXXXXp 4 2 195 1/2 243 1/2 22 000X or X000 BY -PASS 4 4 191 3/16 239 3/16 23 OOXX or XXOO BYPASS 4 4 191 3/16 239 3/16 24 OXXX or XXXO BY -PASS 4 4 191 3/16 239 3/16 25 XXXX BY -PASS 4 4 191 3/16 239 3/16 26 pXXXX or XXXXp 4 4 190 5/8 238 5/8 27 XXXXX BY -PASS 5 3 243 3/4 303 3/4 28 pXXXXXXp 6 3 28913/16 38113/16 29 XXXXXX BY -PASS 6 3 290 15/16 36215/16 30 pXXXXXXXXp 8 4 384 3/16 480 3/16 41 - • • _ XXXXXXXX 8 4 385 1/4 481 1/4 TABLE $. (LOWER CASE p REPRESENTS POCKET INSTEAD OF JAMB) • • • • a, MAX. WIDTH (TABLE 8) A g> Hf FIXED PANEL CLIP (ITEM 18) LOCATIONS, TYP. C/L MAX. WIDTH (TABLE 8) XO OR OX POCKET •• •• • • pX OR Xp •' O1'�S: • * :FEIR VERTICAL SECTION DETAILS SEE SHEETS 6. 7 AND 8. FOR HORIZONTAL SECTION DETAILS SEE SHEETS 9 AND 10. AL --)0(p OR- p—X-X- lE 391 /4" TYP. 1 DLO, SEE NOTE 6 4 Le-- MAX. WIDTH (TABLE 8) ?X0 OCKET r ' / B�- I // b 1e POCKET 1 H� /1 B " - ..,.zaa00000r s rrh. ham- MAX. WIDTH IT DI t nt — --)0(p OR- p—X-X- lE 391 /4" TYP. 1 DLO, SEE NOTE 6 4 Le-- MAX. WIDTH (TABLE 8) ?X0 OCKET r ii /ii H 1 H� /1 B �''� ,�;! B� _, �--- MAX. WIDTH (TABLE 8) ---� pXXXO OR OXXXp 2• PO•R APPROVED CONFIGURATIONS SEE SHEET 5. • 3. FOR ANCHORAGE DETAILS SEE SHEETS 14 THROUGH 17. 4. MAXIMUM HEIGHT FOR DOORS WITH UP TO 4 FT. (48 ") WIDE PANELS IS 10 FT. (120 "). MAXIMUM HEIGHT FOR DOORS WITH UP TO 5 FT. (80 1 WIDE PANELS IS 8 FT. (96 "). SEE TABLE 8 FOR OVERALL WIDTHS OF APPROVED CONFIGURATIONS. 5. VERTICAL DAYLIGHT OPENING FOR 10 FT. HIGH (1201 DOORS IS 112 3/4" MAX. AND FOR 8 FT. HIGH (96 ") DOORS iS 88 3/4" MAX. (DOOR HEIGHT - 71/4 "). 6. HORIZONTAL DAYLIGHT OPENING FOR 5 FT. (60 ") WIDE PANELS IS 55 7/16" MAX AND FOR 4 FT. (48 ") WIDE PANELS IS 43 7/16" MAX. ( NOM. WIDTH - 4 9/16 "). 7. FIXED PANEL ANGLE BRACKETS (ITEM 54) LOCATED AT THE HEAD AND SILL OF ALL FIXED PANEL INTERLOCKS, SEE SHEET 10 FOR DETAIL VIEW. lA DLO, MAX. HT. SEE SEE NOTE 5 NOTE 4 SEE NOTE 7 Pli»UCT REVISED M idi1`lt1418 ti11N� ft Revsd 9y Dale: Revisions: Rena By: F.K. Revsd By. F.K. cute: 4/5/05 Dote: 10/7/04 Renslo"e: 0 Revisions: C REDRAW TO COMBINE 4 Fr & 5 FT SHEETS. REVISE NOTES AS REQUIRED NO CHANGE THIS SHEET Omen ev.• Der F.K. 6/18/04 C.11 fed 8y Celts: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX r52$ NOKOMIS. FL 34274 PcT Deamivan: EXAMPLE ELEVATIONS & CONFIGURATION DIMENSIONS, rms ALUM. SLIDING GLASS DOOR, IMPACT Visibly Better SencelAodev SGD730 NTS 'Zee: I Unions N. 4 4 17 ? 4406 -1 D o 7/42'74 Mr- Luca: A. Turner, N.E. PE #58201 Mechanical • • •••••• • • • •' 00000 • • • • • • el•• • • • .• • 000000 • •• • .• •••• •••• • . •••• • N • • • ••• • • • • • • • • • • d b `} 8 a 6 ■ ■ ■ ■■ pXXO 1 PANEL 2 TRACK SINGLE POCKET 2 PANEL 2 TRACK SINGLE POCKET 3 PANEL 2 TRACK SINGLE POCKET 6 B<:=3�J OX 2 PANEL 2 TRACK BY -PASS PXXP 2 PANEL 2 TRACK DOUBLE POCKET )0( 4 L_� u OXO 2 PANEL 2 TRACK BY -PASS L` IJ�J== xox 6 3 PANEL 2 TRACK BY -PASS 000 11 3 PANEL 2 TRACK FIXED oox 11 3 PANEL 3 TRAC BY -PASS • • T 12 • • • 3 PANEL3K BY -PASS •• •• • • •••••• • • b • 8 3 PANEL 2 TRACK BY -PASS o 3 PANEL! TRACK BY -PASS Er=e 0000 16 13=d 4 PANEL 2 TRACK FIXED 9 ■ a a■ �' ■ b ' '� ■ ■ Oxx0 m A� Ela 4 PANEL 2 TRACK DOUBLE POCKET 1 OVERALL WIDTH, SEE TABLE 8, SHT. 4 45 OXXXp 4 PANEL 2 TRACK BY -PASS / SINGLE POCKET 18 b B 4 pXxXX 4 PANEL 2 TRACK SINGLE POCKET / BY -PASS 19 XXXX b 20 4 PANEL 2 TRACK BY -PASS 4 PANEL 2 TRACK BY -PASS 8 9 000x 4 PANEL 4 TRACK BY -PASS 6 8 00XX 4 PANEL 4 TRACK BY -PASS xxx ® 8 oxxx 4 PANEL 4 TRACK BY -PASS • 3 PANEL 3 TRACK BY -PASS • • • • • b a XXXXX 5 PANEL 3 TRACK BY -PASS 9 t:ifd:=„ a b Efti pXXXXXXP 6 PANEL 3 TRACK DOUBLE POCKET 28 8<=> `=1 a = pXxX 14 XXXX 4 PANEL 4 TRACK BY -PASS X)0000( 6 PANEL 3 TRACK BY -PASS 29 3 PANEL 3 TRACK SINGLE POCKET oxx 3 PANEL 2 TRACK BY -PASS Ee pXXXX 4 PANEL 4 TRACK SINGLE POCKET 26 00000WCXp 8 PANEL 4 TRACK DOUBLE POCKET 30 aoa8 t 8�A� XXXXXXXX 8 PANEL 4 TRACK BY -PASS a 4 INTERIOR (ALL CONFIGURATIONS) EXTERIOR reasucr REV samplitrith die PIM& =Left 0345 0$ Roved Sy.: Druz Rewd By. Date: F.K. 4/5/05 Rem, Dr Date: F.K. 10!7/04 Dna «, ere Dare: F.K. 6118104 Revishns: D REDRAW AND ADD 3 AND 4 TRACK CONFIGURATION OPTIONS ••riai.: C NO CHANGE THIS SHEET Checked By. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 EXAMPLE CONFIGURATION DIAGRAMS ALUM. SLIDING GLASS DOOR, IMPACT Visibly Better S.n ulloo t ISca4: SGD730 NTS Shset 5 d 17 Drawing No. 4406 -1 Row f 77/ 7c Lucas A. Turr:cr. P.E. PE *58201 Mechanical • • • • • .. • • .... .e e. • ..e • • • • • • • e • .. • • • • RevaO By: TYP. VERTICAL SECTION SHOWING ONE ACTIVE PANEL AND ONE FIXED PANEL Dais: RBweaw; ASTRAGAL SIDE RAIL OPTIONAL, AVAILABLE flit ORIGINAL 2 -TRACK CONFIGURATIONS EXTERIOR INTERIOR (ALL SECTIONS) TYP. VERTICAL SECTION SHOWING TWO ACTIVE PANELS ASTRAGAL SIDE RAIL INIOSUC: RRYISISD aimoglgril NNW, �r� i. � Revsd Br F.K. Date: 4/5/05 Revgio w D ADD STANDARD AND OPTIONAL SILL RISER HEIGHT D/M. Revd By F.K. Claw 10/7/04 Rovriunv: C NO CHANGE THIS SHEET Omen By Date: F.K. 6/18/04 C:hechee By Osten 1070 TECHNOLOGY DRIVE NOKCMIS, FL 34275 P.O. BOX 1525 NOKC MIS, FL 34274 F ct VERTICAL SECTIONS, ORIGINAL 2 TRACK Taw ALUM. SLIDING GLASS DOOR, IMPACT Visibly Better 'r S00730 Scow 1/2 Shat 6 a 17 Onw4ig No. 4406 -1 Rog D / v 77f/2. /0 Lucas A. Turner, P.E. PE :t582C1 Mechanical' NOTE: ITEM 61 OR 62, SILL RISERS ARE AVAILABLE ALL CONFIGURATIONS. • se • • • • •.•••• • • ~I. •• • • •••• ." • • ••i•• • • •aill•e •• • • • • • •• • • • • • EXTERIOR INTERIOR Z i (ALL SECTIONS) TYP. VERTICAL SECTION SHOWING ONE ACTIVE PANEL AND ONE FIXED PANEL WI SCREEN Rama 8y: Cate; Reweiorm: Aral By: Dab: F.K. 4/5/05 HeNa By Dale: Reweiae' D NEW SHEET ADDED FOR NEW 2 TRACK FRAME RevtVafu Drawn Bp Claw F.K. 6/18/04 Checked By Dale: TYP. VERTICAL SECTION SHOWING TWO ACTIVE PANELS W/ SCREEN Tara TECHNOLOGY ORT%E KNOW, FL 34273 P.O. BOX 15Z3 NOKOli8S FL 34274 Visibly Better VERTICAL SECTIONS, 2 TRACK Taw ALUM. SLIDING GLASS DOOR, IMPACT 34110•WW194ee 8c4 meat SGOT3O j 1/2 7 d 17 Crewing Ida 4406 -1 er. ritiancr R&V$ID � Au Lucas A Tvmer, P.E. PE #58201 • •• • • • • • •••• 000000 • • •••• ••• • • • • • I1 OPTIONAL ON 3 OR 4 TRACK FRAME 17, S20 or S4 Jh Ra 11 nSI L RR NOTE: ITEM 61 OR 62, SILL RISERS ARE AVAILABLE ALL CONFIGURATIONS. •: •a• • • •••• • • • • • • • • •.• •• • 2.713" • • • nand ay. Bond By: F.K. Revsd ST brarm B/ F.K. TYP. VERTICAL SECTION SHOWING THREE ACTIVE PANELS W/O SCREENS ASTRAGAL SIDE RAIL ASTRAGAL SIDE RAIL PRODUCT DEVUISD lb SEE NOTE S16, S19 or S4 OPTIONAL ON 3 OR 4 TRACK FRAME EXTERIOR INTERIOR [=> (ALL SECTIONS) TYP. VERTICAL SECTION SHOWING FOUR ACTIVE PANELS W/ SCREEN TRACK Darn: 4/5/05 fievubra. D NEW SHEET ADDEO FOR 3 AND 4 TRACK FRAME Dore: Rev Date: 6/18/04 CMxhwd 8y. Dalc 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 Visibly Better VERTICAL SECTIONS, 3 & 4 TRACK ALUM. SLIDING GLASS DOOR, IMPACT :mossr6bCa 560730 3ca+e: 1/2 �hoe1' 8 17 &ming No. 4406 -1 Rev: Lucas A. Turne', P E. °c 45801 • • • • •• • • • •••• 58, 591 60or3 LOCATED AT VERTICAL CENTER, 12" FROM TOP AND BOTTOM OF FIXED PANELS (3) REQ'D 66, 67, 68or8 S18,S21 or S24 'SECT. A -A FIXED STILE AT JAMB (OUTSIDE) 2 A (58: •• •• • ••• . • •••• • •• • • • REINFORCEMENTS REQ'D W/ GLASS TYPES A. B OR G ONLY A SECT. B -B DOUBLE & SINGLE INTERLOCK SECT. C -C MOVABLE TO MOVABLE ASTRAGAL (INSIDE SHOWN) 58, 591 60or3 66, 67� 68 or S18,S2Th for 824 A M�r►u,l�tirarrls . EXISTING STRUCTURE ::. X58, 59, 60or3, SECT. D -D MOVABLE INTERLOCK AT P -HOOK REINFORCEMENTS REQ'D W/ GLASS TYPES A, B OR G ONLY A SECT. E -E MOVABLE STILE AT JAMB (INSIDE) INTERIOR (ALL SECTIONS) EXTERIOR PRODUCT REVISED sraVelde Rcvad ey: Daft: Reviviaar: Revad ey F.K Dam 4/5/05 RaWioro: D ADD 3 AND 4 TRACK OPTIONS AND GLASS TYPE G W/ REINF. Newt By F.K. Dale: 10/7/04 Revisions: C NO CHANGE THIS SHEET Drawn Byy F.K. Oafs: 6/18/04 Ch+ded Ayr. Date. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 �T- Visibly Better HORIZONTAL SECTIONS rMt ALUM. SLIDING GLASS DOOR, IMPACT SeNa Neeat SGD730 same: 1/2 Sheet 9 ' 17 Orrebp ea 4406 -1 J Rer. D Lucas A. Tumu r, P.E. PE #58201 Mechanical • •• • • • ••.. •... •••• •• •. • •.• • • • • • • • • REINFORCEMENTS REQ'D W/ GLASS TYPES A, B OR G ONLY 58, 59,__ 60or3 O 23 U SECT. F -F MOVABLE TO FIXED ASTRAGAL (INSIDE) LOCATED AT VERTICAL CENTER, 12" FROM TOP AND BOTTOM OF FIXED PANELS (3) REQ'D • •• . . • • • • • • • • • •• • • •• I••. .•.• •• •... ..,..® • •; �6, 67, ••• t8 or 8 �S18,S21 for S24 58, 59, 60or3, $ REINFORCEMENTS REQ'D W/ A GLASS TYPES A, B OR G ONLY SECT. G -G FIXED STILE AT JAMB (INSIDE) 58, 59, 60 or 3 REINFORCEMENTS REQ`D W/ GLASS TYPES A, B OR G ONLY FIXED - FIXED CONFIGURATION ® DOUBLE & SINGLE INTERLOCK (NOT SHOWN IN SHEET 4 ELEVATIONS) X58, 59, 60or3, (6- 6, 67, 68 or 8 SECT. H -H DOUBLE & SINGLE INTERLOCK (OX) ' 18,S21 or S24} (58, 59, 60or3 L r I SECT. I -1 MOVABLE STILE AT JAMB (OUTSIDE) INTERIOR (ALL SECTIONS) EXTERIOR PRODUCT REVISE) .w the fied r kovetl By Date. Revisian: Rem/ By Dab: F.K. 4/5/05 Roved By DEN: F.K. 10/7/04 Dt t h By: pets; F.K. 6/18/04 Revisions: 0 ADO 3 AND 4 TRACK OPTIONS AND GLASS TYPE G WI REINF. Revivals: C NO CHANGE THIS SHEET C4nNced Ryr Data. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 HORIZONTAL SECTIONS CONTINUED ALUM. SLIDING GLASS DOOR, IMPACT Visibly Better .srLOdsr SGD730 Sde: 1/2 Shoot 10 a 17 1d7rN• No. 4406 -1 Lu as A. Turner. P.E. PE 438201 Mechanical • •• • • • • • ••.• •••se• • • sees • • • • • sees • • • • •.▪ .•e. •• • • '••• • OOOOO • •••.ss • • • • • • • • • • • • • ITEM DWG# PGT # DESCRIPTION 1 4302 612245 ORIGINAL FRAME, HEAD SILUHEAD WEATHER STRIPPING PAD 2 4386 7P4386 3 4303 64303 ORIGINAL FRAME, SILL _ ORIGINAL FRAME, 3.500 SILL ADD ON 4 4361 64361 5 4314 612254 ADAPTER, FIXED PANEL 6 4315 64315 `THRESHOLD COVER 7 4385 71164 HEAVY DUTY 4 HOLE BUMP STOP 8 4304 612247 ORIGINAL FRAME, JAMB 9 1155 -1 781 PQA #8 X 1" LG. S. STL. QUAD /PHIL PAN HEAD 10 4306 612249 PANEL SIDE RAIL 11 4383 64383 DOUBLE INTERLOCK 12 4399 64399 INTERLOCK 13 4398 64398 ASTRAGAL BASE 14 4380 84380 FEMALE ADD-ON 15 4381 64381 MALE ADD -ON 16 4305 64305 TOP & BOTTOM RAIL 17 4403 64403 P -HOOK FOR POCKET DOORS 18 4362 64362 FIXED PANEL CLIP 19 1235 67S16G WSTP .170 X .270 BACK, FIN SEAL WSTP .400 X .270 BACK, FIN SEAL 20 4393 67393G 21 FRAME, 4 TRACK HEAD 720X112X 1/4 -20 X 1.50 PH. PAN HEAD S. STL. TYPE F 22 FRAME, 3 TRACK HEAD 71420X114SHCSF 1/4-20 X 1.25 LG. SHCS S. STL. 23 FRAME, 2 TRACK HEAD 71032X1FPFX #10-32 X 1" LG. PHILLIPS FLAT HEAD 18-8 S. STL. RECESS ADAPTER MOUNTING SCREW & HANDLES 24 FRAME, 4 TRACK JAMB 70834X #8 X 3/4" LG. PHILLIPS PAN HEAD 18-8 S. STL. KEEPER MOUNTING SCREW 25 FRAME, 3 TRACK JAMB 78X38PPT #8 X 3/8 LONG PHILLIPS PAN HEAD TEK 26 FRAME, 2 TRACK JAMB 71032INSERT 10 -32 ALUMIN THREADED INSERT 27 4357 64357M ALUM. REINFORCEMENT .500 X 1.500 28 4388 _ S7 MOVING/FIXED INTERLOCK END PLUG •29. 4387 44387 , ASTRAGAL BASE END PLUG 30: 4389 44389N LOCKSTILE END PLUG :41; 4392 7XXX1 MD(BSW) TOP RIGHT STICKER COVER . 32. 4392 7XXX4MDJBSW) BOTTOM RIGHT STICKER COVER •a3. 4392 7XXX3MD(BSW) TOP LEFT STICKER COVER ' ••3+ 4392 7XXX2MD(BSW) BOTTOM LEFT STICKER COVER .•35 1049 71049 TANDEM ROLLER :'36 1636 72048 W,K,S 3/4" HOLE PLUG '.. • . • SCREEN, 2 TRACK SILL 7SGD4050 (1) TRUTH INTERIOR PULL HANDLE & BASE (1) TRUTH EXTERIOR PULL HANDLE & BASE (2) #8 -32 X 1 3/4" COLOR MATCHED HANDLE BASE SCREWS 38 SCREEN, 2 TRACK HEAD 7SGD2889 (1) TRUTH INTERIOR PULL HANDLE & BASE (1) TRUTH EXTERIOR PULL HANDLE & BASE (2) #8-32 X 1 3/4" COLOR MATCHED HANDLE BASE SCREWS (1) MORTISE LOCK LATCH & KEEPER (1) STAINLESS MORTICE LOCK (1) ZINC DICHROMATE RECESS ADAPTER 39 SCREEN, 2 TRACK JAMB 7/16" LAMINATED GLASS - 3/16" H.S. - .090 DUPONT SENTRYGLAS PLUS INTERLAYER - 3/16" H.S. ITEM DWG# PGT # j DESCRIPTION 40 7/16" LAMINATED GLASS - 3/16" H.S. - .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INTERLAYER - 3/16" ANN. 41 7/16" LAMINATED GLASS - 3/16" H.S. - .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INTERLAYER - 3/16" H.S. 42 -1 1/16" LAMINATED GLASS 3/16" TEMP - 7/16" AIR SPACE - 3/16" ANN. - .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INTERLAYER - 3/16" H.S. 43 1 1/16" LAMINATED GLASS 3/16" TEMP - 7/16" AIR SPACE - 3/16" H.S. - .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INTERLAYER - 3/16" H.S. 44 DOW CORNING 899 SILICONE GLAZING SEALANT 45 DOW CORNING 995 SILICONE STRUCTURAL SEALANT 46 1224 6TP247 VINYL BULB WEATHERSTRIP (THICK) 47 1225 6TP248 VINYL BULB WEATHERSTRIP (THIN) 49 4324 6534601 7/16" LAMI GLAZING BEAD 51 4395 64395 1 1/16" LAMI I.G. GLAZING BEAD 52 1267 71267N SETTING BLOCKS 1" X 1/2" X 1/8" THICK 53 749 7BRKTM25 REINFORCEMENT SPRING CLIP 54 4356 74356A FIXED PANEL ANGLE BRACKET 55 7/16" LAMINATED GLASS - 3/16" H.S. - .090 DUPONT SENTRYGLAS PLUS INTERLAYER - 3/16" ANN. 56 9/16" LAMINATED GLASS - 1/4" H.S. - .090 DUPONT SENTRYGLAS PLUS INTERLAYER - 1/4" H.S. 57 4375 64375 9/16" LAMI GLAZING BEAD 58 4407 64407 FRAME, 4 TRACK SILL 59 4408 64408 FRAME, 3 TRACK SILL 60 4409 64409 FRAME, 2 TRACK SILL 61 4410 64410 FRAME, 2.713 STANDARD SILL ADAPTER 62 4411 64411 FRAME, 3.500 SILL ADAPTER 63 4412 64412 FRAME, 4 TRACK HEAD 64 4413 64413 FRAME, 3 TRACK HEAD 65 4414 64414 FRAME, 2 TRACK HEAD 66 4415 64415 FRAME, 4 TRACK JAMB 67 4416 64416 FRAME, 3 TRACK JAMB 68 4417 64417 FRAME, 2 TRACK JAMB S1 4317 612256 SCREEN, TOP RAIL S4 4318 612257 SCREEN, BOTTOM RAIL _ S7 _ 4319 612258 SCREEN, SIDE RAIL S11 4320 612259 SCREEN, MEETING RAIL S13 4428 64428 SCREEN, DOUBLE INTERLOCK S14 4344 64344 SCREEN, ASTRAGAL S15 4384 64384 SCREEN, ASTRAGAL ADAPTER S16 4418 64418 SCREEN, 3 TRACK SILL S17 4419 64419 SCREEN, 3 TRACK HEAD S18 4420 64420 SCREEN, 3 TRACK JAMB S19 4421 64421 SCREEN, 2 TRACK SILL S20 4422 64422 SCREEN, 2 TRACK HEAD S21 4423 64423 SCREEN, 2 TRACK JAMB S22 4424 64424 SCREEN, 1 TRACK SILL S23 4425 64425 SCREEN, 1 TRACK HEAD S24 4426 64426 SCREEN, 1 TRACK JAMB F1*ODUCCr REVISED et =wide dim node acr,8d By Deer: Rem Pend By F.K. Revad By: F.X. Owen By: F.K. Dale: 4/5/05 Dada: 10/7/04 Data: 6/18/04 ADO ITEMS 58-68, S13 AND 816 -S24 ADD ITEMS 56 AND 57 checked ey moo: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 90X 1529 NOKOMIS, FL 34274 PGA Visibly Better PARTS LIST ALUM. SLIDING GLASS DOOR, IMPACT 9etes/Molee 1,Scahr SGD730 NTS 1 5N•N. 11 d 17 o.;s+,o No. 4406 -1 Rea: D ` V `M- Lucas A. Turns ^,N.E. PE #58201 Mechanical 1 1 • .• • • • • • •••• • •. • • • ••• • • • • • • • 5.177 -1 1 • •• • p • • - . • . .•1... •l •• • • •.•• • - ••.- • • •• • • • • • 1.619 C- 5.177 -el 2.435 .062 .190 Imo-- 3.500 --on .078 .078 1--- ORIGINAL FRAME HEAD 3 - ORIGINAL FRAME SILL 4 - ORIGINAL ADD ON SILL MAT'L: 6063 -T5 MATL: 6063 -T5 MATL: 6063 -T5 DWG# 4302 DWG# 4303 DWG# 4361 5.357 .078 --r 11 1.235 8 - ORIGINAL FRAME JAMB MATL: 6063 -T5 DWG# 4304 1.428 .108 1.700 14 - FEMALE ADD-ON MATL: 6063 -T5 DWG# 4380 1.644 2.376 r.__ .062 10 - PANEL SIDE RAIL MATL: 6063 -T5 DWG# 4306 2.757 C 1.700 '15 - MALE ADD -ON MAT'L: 6063 -T5 DWG# 4381 S4 - SCREEN BOTTOM RAIL ,(SCREEN FRAME) MATL: 6063 -T5 DWG# 4318 .062 -- 1� 1.045 �+-- S1 - SCREEN TOP RAIL (SCREEN FRAME) MAT'L: 6063 -T5 DWG# 4317 062 S7 - SCREEN SIDE RAIL iSCREEN FRAME) MATL 6063 -T5 DWG# 4319 .109 WALLS VARY FROM .060 TO .250 1.500 2.964 .421 J 1.800 •-• .062 5 - ADAPTER, FIXED PANEL MATL: 6063 -T5 DWG# 4314 2.048 11 - DOUBLE INTERLOCK MATL' 6063HS -T6 DWG# 4383 2.591 .062 -+•-{ 1111' �5 j 16 - TOP & BOTT. RAIL MATL: 6063 -T5 DWG# 4305 1.019 --0-1 r._ - 1.019 .062 S11 - SCREEN MEETING RAIL 1.872 (SCREEN FRAME) MATL: 6063 -T5 .062 -0-1 - ' 1.872 DWG# 4320 Ws 1.872 1.874 WALLS VARY FROM .060 TO .125 1.935 I� 1 .800 _1 .060 1.986 Ei- .062 - -m-- .557 6 - THRESHOLD COVER MATT: 6063 -T5 DWG# 4315 18 - FIXED PANEL CLIP MAT'L: 6063 -T5 DWG# 4362 2.961 WALLS VARY FROM .060 TO .125 12 - INTERLOCK MATL: 6063HS-T6 / DWG# 4399 .500 1.500 27 - ALUM. REINF. g MAT'L: 6005 -T5 DWG# 4357 -0-{ 1.342 r-F 1.305 .050 S14 - SCREEN ASTRAGAL. MATL: 6063 -T5 DWG# 4344 - 1.423 S13 - SCREEN DOUBLE INTERLOCK S15 - SCREEN (SCREEN FRAME) ASTRAGAL ADAPTER MATL: 6063-T5 MAT'L: 6063 -T5 DWG# 4328 DWG# 4384 F 2.272 `S 3.162 --4] tom- .063 .125 1.087 I 2.000 ■ 17 - P -HOOK MAT'L: 6063 -T6 DWG# 4403 13 - ASTRAGAL BASE MATL: 6063 -T6 DWG# 4398 PRO19iuL t' RIiYLS D as aratarie wi14 Iii Shots Raids; Cola AimpkamtveDS +7 ._ OS 1%l1mm: Unisiumsar Re.sd ay: Date: Rovad ar F.K 4/5145 Revision*: D REDRAW TO CONDENCE CHO. ITEM 11 AND 12 ALLOY TO T6. ADD ITEMS 27 AND S13. Roved By.' F.K Date: 10/7/04 Revisions: C NO CHANGE THIS SHEET Damn a'r• F.K. Date: 6/18/04 ct+cd ey!Daor 1070 TECi- INOLOGY DRIVE NOKOMIS, FL 34275 P.O BOX 1529 NOKOMIS, FL 34274 �PGT_ Visibly Better EXTRUSIONS ALUM. SLIDING GLASS DOOR, IMPACT wt Cvuai.g s«reemwa*s SGD730 NTS No Mr. 12 d 17 d 4406 -1 J D Loa• A.lam®r, P.E PE 4.58201 Mechanical • • • • ••••.. • • • ..•••• ••••• • • • • • • • • • 000000 • •• • • • •••• • • •••• • •• • • • ••• • •••••. • • • • 00000 • • • •••.e• • • 8.038 .078 - -•-Il+- 2.625 58 - 4 TRACK SILL MATL: 606346 DWG# 4407 8.038 • •• • • • •. • • • • • • • •. •• • • • •.•.•• •••• • • ••■••• ••.••• • •• • • • • • .078 63 - 4 TRACK HEAD MATL: 6063 -T6 DWG# 4412 r--- 4.222 -1 1+ 1235 Li .078 --- -4-. -- 68 - 2 TRACK JAMB MAT'L: 6063 -T8 DWG# 4417 2.546 .810 5? 1 f-- -.- .078 S19 - SCREEN 2 TRACK FRAME SILL MATL: 6063 -T6 DWG# 4421 1.619 z 6.130 6.130 1 j .078 1-16--- 2.625 59 - 3 TRACK SILL MATL• 6063 -T6 DWG# 4408 11 .078 --�� -- 64 - 3 TRACK HEAD MATL: 6063 -T6 DWG#4413 .810 3.810 Q T-- -- .078 S16 - SCREEN 3 TRACK FRAME SILL MATL: 6063 -T6 DWG# 4418 [ � 11283 1 �a� 1.619 - �-- -�I- - . a7a S23 - SCREEN 1 TRACK FRAME HEAD MAT'L: 6063 -T6 DWG# 4425 2.548 r�2sG 1.619 S20 - SCREEN 2 TRACK FRAME HEAD MATL: 6063 -T6 DWG# 4422 4.222 --►I L 2.625 .078 - -N-41-•-- 60 - 2 TRACK SILL MATL: 6063 -T6 DWG# 4409 r____ 4.222 -0-+ .078 -.ice- 1.619 65 - 2 TRACK HEAD MATL: 606346 DWG# 4414 j-�- 3.810 1.619 r .078 S 17 - SCREEN 3 TRACK FRAME HEAD MATL: 6063 -T6 DWG# 4419 fl2$46 I+°- 1.619 _.L t S21 - SCREEN 2 TRACK FRAME JAMB MAT'L: 6063 -T6 DWG# 4423 --�I �--- .078 .494 -1 r-- .078 --� 2.713 61 - STANDARD SILL RISER MATL: 6063 -T6 DWG# 4410 .494 -- i 3.500 .078 62 - 3.50" S LL RISER MAT'L: 606346 DWG #4411 8.038 j_1 6.130 � 1 r r r1 J 1.235 I J 1.235 J .078 - �I-�+ -- 67 - 3 TRACK JAMB MATL: 6063 -T8 DWG# 4416 .078 1 .078 - - -��-- 66 - 4 TRACK JAMB MATL: 6063 -T6 DWG# 4415 - 3.810 r 1.619 1 � 1 i 1 . .078 -iv-4-'6-- S18- SCREEN 3 TRACK FRAME JAMB MATL: 6063 -T6 DWG 4420 1.283 i .810 .078 --0211--*-- S22 - SCREEN 1 TRACK FRAME SILL f ! 1 2831~ MAT'L: 6063 -T6 DWG# 4424 1.619 F----T 11 .078 S24 - SCREEN 1 TRACK FRAME JAMB MATL: 6063 -T6 DWG# 4426 PRODUCT REVISED aumpiliaa with de Mori& &lift Cafe Bripiralis - 7147170', akieqeaZZiar NOM Rw d By Date: Read By rum F.K 4/5/05 Rend Ely: Data Drawn er Dare F. K 6/18/04 Kovsmons: D NEW SHEET FOR 3 AND 4 TRACK OPTIONS Awlelent Chocked By O.k< t070 TECtNOLOGYDRH/E NCKOMt$ R 34275 P.O. SOX 1529 NOKOMIS. FL 34274 oxm EXTRUSIONS, FRAME rd.: ALUM. SLIDING GLASS DOOR, IMPACT Visibly Berner SG0750 NTS' 13 "17 Jemeng ND. 4406 -1 D Lucas A. Turner, P.E. PE *58201 Mechanical • • 000000 • •- 000000 • • • • 000000 • • • • •- • • • •••- •••• • • •••- • •• •- • ••- • • • • • • • • • HEAD AND SILL INTERLOCK & ASTRAGAL ANCHOR CLUSTER BY PANEL SIZE & GLASS TYPE NOM. PANEL WIDTH GLAZING OPTION A. 7116 LAMI (A-090 SGP, H) B. 7/16 LAMI (H, .090 SGP, H) C. OR E. 7/16 LAMI (A,H) OR IN 1 1/16 LAMI 1.G G. 9/18" LAMI D. OR F. 7/18 LAMI (H,H) OR IN 1 1/16 LAMI I.G. (H,.090 SGP, H) DOOR HEIGHT 72"(6 °) a0 "16 84" (7°) 8 8w4- U o. , 90" (78) 96" (8 °) 102" (8°) U) = N = u) i ( Z U) T U) J J W 08"(9) w 114 "(9 ") z 8 120" p0°) J J J r N 24"(2°) A,B A 30" (2°) 36" (3 °) C,D,E.F,G A,B C,D,E F,G A,B,C,E 8 B B B A B B A A -B 3'8 A C B B A C B BA A C B B A C E I B A C B B B C C B A B B B A C E I B A C B B B C C B 6 A B B B A C B B A C B B B C C B B A C O B B C B E I B C C B B D C B B C B B A C B B A C B CC C C B B C B B B C C CC D C B B C C B B D C B A C 8 B B C B B1 13 CC BIBIDIC C B D C C B D C D,F,G B BCC 8 B D C B B D C C 8 D C C B 42" (3°) 48" (4 °) A,C,E B D,F,G A,C•E B B B A C B B A C B B A C B B A C B B A A C B B B C C B B D C C B D C C B B C C C B D C'C B. D C C B E D C C D D C B BACBIBACIBIB BC B D CCB CC 0CtCB.D D 8 B B C C DC 8 0 E D A A B B A A B B A A B B B A B B B A C B B A C BIB A C B B A C B B A C B B B B C O B B D C C B D C C B D D C B E D C B D CC B E D C C E D C C E D D,F,G B B D C C B D D C B E D C C E D D C ED 54" (48) 60" (6°) A A B,G A B A A B B A A B B A A B B A A B B A A B C CAB B DCC 8 DCC B D D C C A B A A A B B A A B B A A B B A A B B E D B B B,G B B C C C B D C C B D O C C E D D C E D ANCHORS ABOVE ARE MIAMI -DADE COUNTY APPROVED 1/4" TAPCONS OR #12 SCREWS TABLE 7. MIAMI -DADE COUNTY ANCHORAGE SPAC NG REQUIREMENTS: 1. (2) MIAMI -DADE COUNTY APPROVED 1/4" TAPCONS OR #12 SCREWS AT EACH HEAD, SILL AND JAMB LOCATION AND ® (1) MIAMI -DADE COUNTY APPROVED 1/4" TAPCON OR #12 SCREW AT EACH P -HOOK LOCATION (SEE NOTES 2 THRU 4). 2. MAX. 96" HIGH DOORS W/ PANELS UP TO 48" WIDE. HEAD & SILL. 8 1/4" MAX. FROM CORNERS AND 18 3/8" MAX. O.C. (1/4" TAPCONS OR #12 SCREWS), PLUS APPLICABLE CLUSTER(S) FROM TABLE 7 AT EACH E. ASTRAGAL AND INTERLOCK CENTERLINE. ,IAMBS 8" MAX FROM BOTTOM AND 24" MAX. O.C. (1/4" TAPCONS), 16" MAX. O.C. ( #12 SCREWS). • If -HOOKS 8" MAX. FROM BOTTOM AND 26 11/16" MAX. O.C. (1/4" TAPCONS), 16" MAX. O.C. ( #12 SCREWS). 3. MAX. 120" HIGH DOORS W/ PANELS UP TO 48" WIDE. • • HEAD & SILL 8114" MAX. FROM CORNERS AND 16 3/8" MAX. O.C. (1/4" TAPCONS OR #12 SCREWS), PLUS APPLICABLE CLUSTER(S) FROM TABLE 7 AT EACH ASTRAGAL AND INTERLOCK CENTERLINE. '.. ®BAMBS 8" MAX FROM BOTTOM AND 26" MAX. O.C. (1/4" TAPCONS), 22" MAX. O.C. ( #12 SCREWS). ? -HOOKS 8" MAX. FROM BOTTOM AND 26" MAX. O.C. (114" TAPCONS), 22" MAX. O.C. ( #12 SCREWS). ••:4•1MAX. 96" HIGH DOORS W1 PANELS UP TO 60" WIDE. • • •• HEAD & SILL. 8 1/4" MAX. FROM CORNERS AND 22 13/16" MAX. O.C. (1/4" TAPCONS), 15 3/8" MAX. O.C. ( #12 SCREWS) PLUS APPLICABLE CLUSTER(S) FROM TABLE 7 AT • EACH ASTRAGAL AND INTERLOCK CENTERLINE. • ® JAMBS 8" MAX FROM BOTTOM AND 22" MAX. O.C. (1/4" TAPCONS), 15" MAX. O.C. ( #12 SCREWS). P- HOOKS8" MAX. FROM BOTTOM AND 26 11/16" MAX. Q.C. (1/4" TAPCONS), 15" MAX. O.C. ( #12 SCREWS). ANCHORAGE SPACING FOR DOORS INSTALLED OUTSIDE MIAMI -DADE COUNTY: A 5. (2) 114" TAPCONS OR #12 SCREWS AT EACH HEAD, SILL AND JAMB LOCATION AND (1) 1/4" TAPCON OR #12 SCREW AT EACH P -NOOK LOCATION (SEE NOTES 6 THRU 8). 6. MAX. 96" HIGH DOORS W/ PANELS UP TO 48" WIDE. HEAD & SILL 8 1/4" MAX. FROM CORNERS AND 16 3/8" MAX. O.C. PLUS CLUSTER A, AT EACH HEAD AND SILL ASTRAGAL AND INTERLOCK CENTERLINE, JAMB & P -HOOK 8" MAX FROM BOTTOM AND 2611/16" MAX. O,C. 7. MAX 120" HIGH DOORS W/ PANELS UP TO 48" WIDE. HEAD & SILL 8 1 /4" MAX. FROM CORNERS AND 16 3 /8" MAX. O.C. PLUS CLUSTER A, AT EACH HEAD AND SILL ASTRAGAL AND INTERLOCK CENTERLINE. JAMB & P -HOOK 8" MAX FROM BOTTOM AND 26" MAX. O.C. 8. MAX. 96" HIGH DOORS W/ PANELS UP TO 60" WIDE, HEAD & SILL 8 1/4" MAX. FROM CORNERS AND 22 13/16" MAX. O.C. PLUS CLUSTER A, AT EACH HEAD AND SILL ASTRAGAL AND INTERLOCK CENTERLINE. JAMB & P -HOOK 8" MAX FROM BOTTOM AND 26 11/16" MAX. O.C. INTERLOCK OR (•-- ASTRAGAL CL r•- ei" - •-1- -- 8 u -y-1 CLUSTER A - (4) ANCHORS INTERLOCK OR r - ASTRAGAL CL • 3" ►...— I .F 84 " -".Th* 84" CLUSTER C - (8) ANCHORS INTERLOCK OR • ASTRAGAL CL 3" E f- _� 3- elk 8111" CLUSTER E - (12) ANCHORS INTERLOCK OR r"-- ASTRAGAL CL 1 - 8a' -'-I &Pe --t CLUSTER B - (6) ANCHORS INTERLOCK OR j-•-- ASTRAGAL CL • ! 3' CLUSTER D - (10) ANCHORS EXTERIOR (ALL) PRODUCT RRY158D comiOdog old! do nook Reid* apit A as No 05 05 Rev$J ay.: Orr.: Revisions: Revsd ay F.K. Ronal ay. F.K. Dew 4/5/05 Revisions 0 CONDENSE TABLE 7. AND UPGRADE ANCHORAGE PER FBC 2004 10(7/04 Rewauic C RECALC ANCHOR CAPACITIES, UPDATE SPACING NOTES AND 748LE fka""9 F.K. Data 6/18/04 Chocked ay"- Date: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O BOX 1529 NOKOMIS, FL 34274 PGA Visibly Better Des ANCHORAGE, SPACING Tad ALUM. SLIDING GLASS DOOR, IMPACT s..".nuo..r 5GD730 118 ,•••• 14 at 17 Drawing No 4406 -1 R Lucas A. Turner, P.E. PE #58201 Mechanical • •• • • • •••• • •••• • •••• • •• • • ••• • • • • • • • • • • •• • • • • • •• • •• •• • • •••••• •••• • • •••• • OOOOOO • •• • • • • • 1x WOOD BUCK ® SEE NOTE 2 (CONCRETE) 1/4" TAPCON, SEE NOTE 1 1x WOOD BUCK SEE NOTE 2 SCREEN FRAME ReVad C] EXTERIOR INTERIOR (ALL SECTIONS) 1 1/4" MIN. 1/4" MAX SHIM 2x WOOD SEE NOTE 2 1 1/2" MIN. ®NOTES, ANCHORAGE SECTIONS: 1. MIN. DISTANCE FROM TAPCON TO CONCRETE EDGE IS 2_112 ". FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED TAPCONS. 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS 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 THE AUTHORITY HAVING JURISDICTION (AHJ). 3. FOR ATTACHMENT TO ALUMINUM: THE ALUMINUM 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 DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS ON SHEETS 15, 16 AND 17 FOR 2x WOOD BUCKS. THE ANCHORS SHALL BE #12 SHEET METAL SCREWS WITH FULL THREAD ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE PRESSURES SHOWN ON SHEET 3 AND ANCHORAGE SPACING FOR #12 SCREWS SHOWN ON SHEET 14 MAY BE USED. 4. SCREEN FRAME AND DOOR FRAME MAY BE ATTACHED TO DIFFERENT SUBSTRATE TYPES AS REQUIRED TO ACCOMMODATE THE EXTRA DEPTH OF MULTI -TRACK CONFIGURATIONS, AS APPROVED BY AHJ. DESIGN OF COMPOSITE WOOD/MASONRY OPENINGS DONE BY OTHERS OR AS ACCEPTED BY AHJ. FASTENER SIZE, EMBEDMENT, AND SPACING MUST BE AS INDICATED FOR THE SUBSTRATE INTO WHICH THE FASTNER IS EMBEDDED. 1/4" MAX. SHIM #12 SCREW ORIGINAL 2 -TRACK FRAME HEAD INSTALLATIONS (CONCRETE) 1/4" TAPCON, SEE NOTE 1 1x WOOD BUCK SEE NOTE 2 SCREEN FRAME 1 1/4° MIN. _17 L1/4" MAX SHIM SCREEN FRAME 2x WOOD SEE NOTE 2 1 1/2" MIN. 1/t" MAX SHIM #12 SCREW 2 -TRACK FRAME HEAD INSTALLATIONS (CONCRETE) 11/4" • MIN. 1/4" TAPCON, SEE NOTE 1 1x WOOD BUCK SEE NOTE 2 SCREEN FRAME SHIM SCREEN FRAME 2x WOOD SEE NOTE 2 3 -TRACK FRAME HEAD INSTALLATIONS r ^. 1/4" TAPCON, SEE NOTE 1 I_ 1/4" MAX. SCREEN SHIM FRAME 2x WOOD SEE NOTE 2 4 -TRACK FRAME HEAD INSTALLATIONS PMODEC1' REVISED alapjawigh an ieas Iw By: Data: Rowwree: Revco Ely: Fit Hewed tiy: F.K. Date: 4/5/05 RaKsbne: D REVISE NOTES AND ADD 38 4 -TRACK AND ALTERNATE 2 -TRACK OPTIONS Date: 1017/04 Revisions: C REMOVE MFR NAME NOTE 1 Drawn By: pate: FK 611R/174 Chnrard Sy Data 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 Viably Better ANCHORAGE DETAILS, HEAD Tide: ALUM. SLIDING GLASS DOOR, IMPACT SerartLhder 'Scale: Shot' OnwP • fin SG0730 ! 1/4 15 d 17 4406 -1 n Lucas A. 1 timer. N.E. PE 1{58201 MntieaYliM • • • • • • • • • • • • •••••• • •• •• • •••• •••• • • •••• • • • • • ••• • • • • • • • • • 1/4" MAX. SHIM --11 ∎— 1x WOOD BUCK SEE NOTE 2 SHT. 15 1/4" TAPCON SEE NOTE 1 SHT. 15 2x WOOD SEE NOTE 2 SHT. 15 1/4" SHIM MAX. --*-11-"*-- ORIGINAL 2 -TRACK FRAME JAMB INSTALLATIONS •• •• • • • • . • :1x WOOD BUCK SEE NOTE 2 SHT. 15 •• •• • • • 000000 ••• • • ••• •••••• 1/4" TAPCON • •• SEE NOTE 1 • • • SHT. 15 SCREEN FRAME 1/4" SHIM MAX. 1/4" MAX. SHIM lx WOOD BUCK SEE NOTE 2 SHT. 15 114" TAPCON SEE NOTE 1 SHT. 15 SCREEN FRAME 1/4" SHIM MAX. 2x WOOD SEE NOTE 2 SHT. 15 --4-- 1 1/4" MIN. it 111 OCRETE) --i •-•,f: . y --•H 2 -TRACK FRAME JAMB INSTALLATIONS 1/4" SHIM MAX. -+1 f-�-- 3 -TRACK FRAME JAMB INSTALLATIONS 11/2 "MIN. 2x WOOD SEE NOTE 2 SHT. 15 #12 SCREW SCREEN FRAME 1/4" SHIM MAX. --9-1i-1"- 1x WOOD BUCK SEE NOTE 2 SHT. 15 1/4" TAPCON SEE NOTE 1 SHT. 15 SCREEN FRAME yi . (CONCRETE) • ".4 1 1/2° MIN. 2x WOOD SEE NOTE 2 SHT. 15 1 1/4" MIN. 1/4" SHIM MAX. —s-1 +— 4 -TRACK FRAME JAMB INSTALLATIONS INTERIOR (ALL SECTIONS) EXTERIOR ?°RORICT REVISRD so �xtb► aAe liM .ff. Ravel By. Dale: Rsvlagns: Rout Br FK. 1404.0 By F.K. Drew eyr F. K Owe. 4/5V5 Reviahns: D ADD 3 a 4- TRACK AIYV ALTERNATE2.MACK OPTfCNSS Deis: 14/7/04 Data: 6/18/04 Revisions: C NO CI-IAN THIS SHCET Cheated Byr Data: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 PST ANCHORAGE DETAILS, JAMB rev: ALUM. SLIDING GLASS DOOR, IMPACT Visibly Better SimersAkedok SGD730 1/4 16 d 17 4406 -1 D 72/s Z /C%S� ca.. A. Tur. er. P.E. PE 1158201 Mechanical • •• • • • •••• •••• • •• .• • •.. • • • • • • • • • • SCREEN FRAME 1/4" MAX j SEE NOTE 1 #12 SCREW SCREEN FRAME 1/4" MAX. SEE NOTE 1 1/4" TAPCON SEE NOTE 1 SHT. 15 2x WOOD SEE NOTE 2 SHT, 15 1 1/2" MIN. •':1 r' .. 11 1/4" MIN. (CONCRETE) 4 -TRACK FRAME SILL INSTALLATIONS • •• •.• 1%" TAPCON (SEE NOTE 1) •••• SHT. 15 •. •• • • 000000 •••• 000000 • • •• • • • • • (CONCRETE) (CONCRETE) 1x WOOD BUCK SEE NOTE 2 '4r SHT. 15 ;. . INTERIOR (ALL P -HOOK SECTIONS) EXTERIOR 114" TAPCON (SEE NOTE 1) SHT. 15 1/4" MAX_ SEE NOTE 1 1/4" MAX. SEE NOTE 1 �-r- -- 1 114" MIN. 1/4" TAPCON SEE NOTE 1 SHT. 15 2x WOOD SEE NOTE 2 SHT. 15 SCREEN FRAME 1 1/2" MIN. 1/4" MAX. J SEE NOTE 1 3 -TRACK FRAME SILL INSTALLATIONS EXTERIOR INTERIOR (ALL SILL SECTIONS) TYPICAL POCKET P -HOOK INSTALLATIONS WOOD t� SEE NOTE 2 114° MAX- SHT. 15 SEE NOTE 1 A SCREEN FRAME 1/4" MAX. SEE NOTE 1 114" TAPCON SEE NOTE 1 SHT. 15 2x WOOD SEE NOTE 2 SHT. 15 ' 1 1/4° MIN. (CONCRETE) 2 -TRACK FRAME SILL INSTALLATIONS 2x WOOD SEE NOTE 2 ® SHT.15 1/4" TAPCON SEE NOTE 1 A SHT. 15 114° MAX SEE NOTE 1 -1 i :1 1/4" MIN. (CONCRETE) ORIGINAL 2- TRACK FRAME SILL INSTALLATIONS 1 NOTE: r.1 1. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED, IF USED, GROUT OR OTHER MAT'L (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. t PftO UCr R8'V1SIRp :tom flpys Rcrro 6y: Ravisbns: Revel dy: F.K. xevsd®y: F•.x. Drawn By: Leta: Chi By F.K. 6/18/04 Owe: 4/5105 "Ztad": Remians: ReWSkent: C ADD 3 & 4- TRACK. ALTERRI4TE 2 -TRACK OPTIONS AND GROUT NOTE NO CHANGE Ti-IS SHEET ibtH: 1070 TECHNOLOGY ['RIVE NOKOMIS, FL 34275 O. BOX 15•.29 NOKCMIS, FL 34274 {ririhly Better ANCHORAGE DETAILS, SILL & POCKET P -HOOK ALUM. SLIDING GLASS DOOR, IMPACT SGD730 Sale: 114 S�e�C axYsyre. 17 : 17 4405 -1 Rem D Lug.: e_ Tlihlet P.E. PE ,458201 Metherdcal • ,‘e o' /ilea i %AA MIMI ®OADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Nov 1 'j 2006 ---- - - - - - -- it000-22- 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 PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: This NOA is being issued under th documentation submitted has been re Rules and Appeals (BORA) to be Jurisdiction (AHJ). This NOA shall not be valid a Division (In Miami Dade Co have this product or material the accepted manner, the man revoke, modify, or suspend the use of suc pr gulations governing the use of construction materials. The ounty Product Control Division and accepted by the Board of my and other areas where allowed by the Authority Having ed below. The Miami -Dade County Product Control other than Miami Dade County) reserve the right to purposes. If this product or material fails to perform in xpense of such testing and the AM may immediately terial 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series C -740 Aluminum Casement Window - Impact APPROVAL DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 12 of 12, dated 12/17/02 with revision C dated 7/10/03, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E., bearing the Miami Dade County Product Control Revision stamp with the Notice of Accrptanc2 number and expiration date by the Miami -Dade County Product Control Division. • • MISSY I IMP4C.T RATING: Large and Small Missile Impact •LAMING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and • following stateni i Miami -Dade County Product Control Approved ", unless otherwise noted herein. RICSNWAL of Olt lTOA shall be considered after a renewal application has been filed and there has been no • • change in the aP1llh %ble building code negatively affecting the performance of this product. • • TEgi fl ATIO(Y p this NOA will occur after the expiration date or if there has been a revision or change in the • • materials, use, awl/p; planufacture of the product or process. Misuse of this NOA as an endorsement of any • product, for sales,.ilvettising or any other purposes shall automatically terminate this NOA. Failure to comply • • withany section of this NOA shall be cause for termination and removal of NOA. ABsIJ R ISEMENT' 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- 1224.02 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 Manuel Perez, P.E. NOA No 03- 0611.02 Expiration Date: May 22, 2008 Approval Date: October 9, 2003 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 12 of 12, dated 12/17/02 with revision C dated 7/10/03, prepared by manufacturer, signed and sealed by Lucas 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 XOX configuration, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3729 dated 2/28/03, signed and sealed by Joseph Chan, P.E. Submitted under NOA# 02- 1224.02 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 XOX configuration, prepared by Fenestration • • • •••• : 1'e�sting Laboratory, Test Report No. FTL 3587 dated 10/8/02, signed and sealed • • • by Joseph Chan, P.E. . y. p , • •. 3. : • :eyt 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 ▪ •••• 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 one outswing • • aluminum casement window, XOX configuration, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3582 dated 10/3/02, signed and sealed by Joseph Chan, P.E. E -1 Manuel Product Contra NOA No Expiration Date: May 22, 2008 Approval Date: October 9, 2003 PGT Industries 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 three aluminum outswing casement windows, OXO configuration, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3580 dated 10/3/02, signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. ASTM -E -1300 Table, dated 6/6/03, prepared, signed and sealed by Lucas Turner, P.E. Complies with ASTM E1300 -98. Submitted under NOA# 02- 1224.02 2. Anchor Calculations and structural analysis, prepared by manufacturer, dated 3/20/03, signed and sealed by Robert L. Clark, P.E. 3. Revised Anchor Calculations and structural analysis, prepared by manufacturer, dated 3/20/03, signed and sealed by Robert L. Clark, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS Submitted under NOA# 02- 1224.02 • • • • 1. Notice of Acceptance No. 01- 0205.02 issued to Solutia, Inc. for "Saflex/Keepsafe • • •••• ; Magimum" dated 5/17/01, expiring on 5/21/06. • • • • • ".2. • Notice of Acceptance No. 00- 1212.04 issued to E.I. DeNemours for "Dupont • • •• • • i3utacite ® PVB" dated 2/15/01, expiring on 12/11/05. • STAUl NTS • • • • • • 1. :• Statement letter of conformance, dated 12/19/02, signed and sealed by Robert L. • • • €lark, P.E. • 2. •'Statement letter of no financial interest, dated 12/19/02, signed and sealed by • • •Robert L. Clark, P.E. • • • . 3. • laboratory compliance letter for Test Report no. FTL 02134, 02129, 02124, • • '.' issued by Fenestration Testing Laboratory, dated 11/15/02, signed and sealed by • Joseph Chan, P.E. 4. Letter from engineer requesting a revision to include insulated glass, dated 6/6/03, signed and sealed by Lucas A. Turner, P.E. G. OTHER 1. Notice of Acceptance No. 02- 1224.02, issu to PGT Industries , erie ' "640" Aluminum Casement Window, approved on 5/ 2J 3 nd ex /08. E -2 uel P Product Contro er NOA No . 1 11.02 Expiration Date: May 22, 2008 Approval Date: October 9, 2003 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Job Name Date BUILDING CRITIQUE SHEET O 2-2-1 ` i /- ' r _ T� iii . ;rin1 /l1.7ICi 4% � 2" 151 ',AZ k Oil 504,4761 -r -st Z--e /9/4d, %`sop kJrev 06t�J, de.q 4ersc/zo Q?!d . J /2c4 lea l6 !/-€Q! t &i1 'cSrPc� GcJ /�11 /•t1 6 i- %vi / ®�1 ifs .tea / 4,1146 ie. ` etc, Reviewer: Claudio Grande C.B.O 305 - 795 -2204 Ext 1430 Miami Shores Village Building Department `ifl'S'0 l' 23rd Ail�1iUE Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Job Name Date BUILDING CRITIQUE SHEET ee-Ltoe.42 gaix424.624 1' 5°.q PA T ® `7 °21 °067 feviw-19 / 0/1 iv° Reviewer: Claudio Grande C.B.O 305- 795 -2204 Ext 1430 eicutek ow- Col/We (sccb o �t fc66--)'14) eve cv, r Icolea Miami Shores Village Building Department iv 8 o` D ,,fry. . 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 06 - / 6 Job Name I4rpergs Date 9 / /ti /04 437NEi 2 S,4 STRUCTURAL CRITIQUE SHEET 770.4 S/ 04 /oar .11 re<ai, -eo a fie Gott: Nter40 Pkre0 (0/VO4 .1Y. al. floor �� - tir e5 'Tie- Poki rz . ,' eet.ell end - (>31-4" 8 d 0 ") • `-RgE gym® N-'eo to /s o t LL ,b w e NmwLeo %n s 4 Tie C3 ear da �xi s f s f to * DA -Too icu /4 /IQfs i;,,c!. up /! /f an 8x8 cols to i`e4 end a/ /a Irmez /s. g t Keg. pogo 10/1/0 $y6rn if mod d/ofi v/s /r Q/ /hew cvlila/o vf.4 doors. ®� Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Far: (305) 756.8972 Permit No. Job Name ELECTRICAL CRITIQUE SHEET 7-A/‘6 5le Z P'd 5 f� 4614 - , J? e le' - 9A' r 1 f-f t i et-.' l f�,�'� ' -'J y ,® 'L r CrL'L. ® �l �- ice- /7'4&/ . ee . dZ 6'd 1Aea#4-- te i / 9 7- °e' A a'.e.19 re Al� cite- ,..01)--" 40.E ,A24e-1i E il )z to 'vi1 1-dd 9 eo,4--, pw,71 e;,--a $ Aii '1/4-112;617r Ov a te cr%1 r 5 ,, 2-efiA • • ••• • • • •.. . • • • • • • • • • • • . • • • • • • • • • • • • • • .•. • • • • • • • • • • • • • .•• • • • • • • .• • Warren J. Von Werne,.P.E4.1nQ: .: •• „• • Consultant Structural . i • • • . • ' • sir • .... 117 Sunflower Strdaf "' "' • Royal Palm Beach, FL (561) 795 -1818 ' ' .• •• •' October 1, 2006 The Cate Group, LLC. 490 NE 102 Street Miami Shores, FL 33138 Attn: William Cate Re: Barreras Residence 437 NE 102'' Street Miami Shores, Florida Project No. 130601 • . • • .. .. • ......• LI OCT 1 1 6 x ' The following is the response to the building department's comments on above mentioned project. Building Comment #3: Provide design pressures for all openings on new construction. IX,/ Response: See Sheet S-4 for all design wind pressures. Building Comment #6 Design statement on sheet S -2, note 1 is incorrect. We are under the HVHZ. Wind load is 146 mph with exposure category C, not B. Correct note on plans. >j- Response: Note has been corrected. See sheet S -2 of the Delta One set. Struct. Comment #1: New sl gl door #1 requires a tie column at each end - > 8' -0" opening. Response: The opening for sl gl door #1 is an existing opening that is being infilled 6" at the jamb. A tie beam already exists at the jamb, and another 6" of poured concrete is being added to infdl the new opening. Struct. Comment #2: New sl gl door #3 requires a tie -down at each end - ( >3'4', <8'- 0"). William Cate Bafferas Residence Oct. 1, 2006 Page 2 • • • • • .. .. • • • .. • • • • • • • • ..... .. • • •••• ... • ...... • • •• • • • .. ... .. • • • • • Response: The opening for 81 gl #3 is an existing opening ttat is being infilled. A filled masonry cell with 145 vert is being placed at the new jamb. Struct. Comment #3: Detail "Dowel new footings and tie beam to exist." ✓ Response: See revised sections 2 and 4 on sheet S -3 of the Delta One set. Struct. Comment #4: Submit wind load calculations incl uplift on 8x8 cols and attachments. Response: See attached calcations. OCT 1 1 2006 Et em _vo va°ae�o_e__e If you have any questions or need any additional information, please contact this office. Warren J. Von Werne, P.E. President P.E. #56989 Miami -Dade County. Real Estate Tax Information 1 of 2 http:// egvsys. miamidade .gov:1608/wwwsery /ggvtltxcaw 10.dia?folio... {N�Y3d3a,'t �hr�J. Show Me: IArzoTaes Search By: Select Item Detail Tax Information: Real Estate Tax Info 2005 Taxes Prior Years Taxes Due 2005 Ad Valorem 2005 Non -Ad Valorem 2005 Back Assessments 2005 Enterprise Folio 2005 Historical Abatements 2006 Quarterly Payments 2005 Tax Notice/Memorandum © 2002 Miami -Dade County. All rights reserved. 2005 COMBINED TAX MEMORANDUM NOTICE NOTICE OF AD VALOREM TAXES AND NON -AD VALOREM ASSESSMENTS FOLIO NUMBER MUNICIP MILL COD ASSESSED VALUE;; 11 320601708001 Owner's name & bilrnq address: ALEJANDRO BARRERAS 437 NE 102 ST MIAMI SHORES FL 331382452 for a change of billing address form click here Taxing Authority SCHOOL BOARD SCHOOL BOARD DEBT SERVICE FLORIDA INLAND NAVIGATION DISTRICT SOUTH FLORIDA WATER MGMT DISTRICT EVERGLADES CONSTRUCTION PROJECT CHILDRENS TRUST AUTHORITY COUNTY WIDE OPERATING COUNTY WIDE DEBT SERVICE FIRE RESCUE OPERATING FIRE RESCUE DEBT SERVICE VILLAGE OF MIAMI SHORES OPERATING VILLAGE OF MIAMI SHORES DEBT SERVICE MIAMI SHORES 110 Property address: Exemptions:, 437 NE 102 ST HOMESTEAD : 25,000 Ad Valorem Taxes Millage rate per $1,000 of Taxable Value 7.94700 333,427 .49100 333,427 .03850 333,427 .59700 333,427 .10000 333,427 .42880 5.83500 .28500 2.60900 .05200 333,427 333,427 333,427 333,427 333,427 8.25000 333,427 .92960 333,427 358,427 Taxes Le 2649.7. 163.7 12.8, 199.01 33.3. 142.9' 1945.5+ 95.0: 869.9' 17.3. 2750.T 309.91 Non -Ad Valorem Assessments Levying Authority Rate Footage/Units Atr Combined taxes and assessments (gross amount) for 2005: $919( Bill Requested By: 642 ASTORIA FEDRAL SAVINGS Back Property Tax Home 1 Real Estate Tax Info 1 2005 Taxes 1 Prior Years 12005 Non -Ad Valorem 2005 Back Assessments 12005 Enterprise Folio 1 2005 Historical Abatements 12006 Quarterly Payments I 2005 Tax Notice/Memoran SEP 0 8 2006 BY: 9/8/06 9:13 AM Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 - Fax; (305)756 -8972 RECEIPT PERMIT #: 0 6 Z2 C, DATE: ? / w 1 0'6 ❑ Contractor °Owner ❑ Architect Picked tt 2 sets of plan and (other) Address: Lrj`; N f D 2 S 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 Departm ' o c mu permitting process. Acknowledged by: PERMIT CLEARK INITIAL:PXY RESUBMITTED DATE: OCT 1 1 2006 PERMIT CLEARK INITIAL: Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 - Permit No. ' Job Name C ELECTRICAL CRITIQUE SHEET ei.e1 %J2-i 1 5e7z.1/# G 6> A} P s ft-46'4° C e Ge(`% / / ,-i #/ fit? P. k°e-er/-"-fe) --- 1 ' 91 iZ4)et4' L e 6- e /r-/ ‘e X-71-cer-A it 4P 449 0 fA e'G , /AA-, fre.6 9 re% iec/A ®'r,°i' kt‘e 6,i cite- dz).'ci 09,-/ aeW-- �L it L )2.° e ikr.,4 add 9)140,4-- p rv-,c erA s rep Ali -1 °te,,,,i yt au" fe e eve./7-c) d r , 9 ,'z /i� m0,/, P / e Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 06 — 22' G Job Name L 1rr4rg5 Date 9 / 12/0G 437 Nz /0 2 S,4 STRUCTURAL CRITIQUE SHEET g44/7. Net/ s/ G/• poor " i re,uil-e.s A tie Ge1e441/7 al e•A ehd — C?3 f 1, j'/ /• DOW' 4.3 ?2 Pe/43)/ u ,r aw e/,Valy fboh;115 at Tie 13 eaten, ice' Eieisi gab�d kwild /oeze4 C4 /cula//oh, /;11. �p /' f'f on 8x" co /s end S /o41haienls s116in fit /d4° 41frvLs Ar al /n ea. a/mG/owl doeere --elvAir es a 7}e- down e4.cti end- Miami Shores Village Building Department Miami Shores, Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. (96- 2214 Job Name ba4e.i Date 64, BUILDING CRITIQUE SHEET 15Q4LP/igi aL2 et0121Lod effruiaA .‘,41M!lartr atA.69 S di .44,tede 5/- c2.„, /9,E )4,0 4viet lte / A 11.4.4 /, < .S4144d A 4 4de,_ etiada&00 IQ • Gdee,tae,to S Si. Wo--te L'' Z. ../.4..€ /, a _ ..„--:." - L.., .ti a a( i.....' . .1. .z., i / _/..._19W0". i_tWilTiffir, il, _- Reviewer: Claudio Grande C.B.O 305-795-2204 Ext 1430 Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 - Fax; (305)756 -8972 PERMIT #: cc? 1, (2, RECEIPT cd Contractor Owner ❑ Architect DATE: / ) G fez Picked up 2 sets of plans and (other) �1 -FA) Id )(I i y i � � 'i` Address: , . Ali /N--- 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: /(fit -'• L L PERMIT CLEARK INITIAL: )d�Ct.U.� RESUBMITTED DATE: PERMIT CLEARK INITIAL: Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Job Name Date BUILDING CRITIQUE SHEET O - 22,1 (• 44- woo° astrige, -e(_ o. gyttielt- oit IVI4tir? SortcruJs /Leafier ,dials -5 ow "S ♦Z•2 /?It/'tssC 2 / O6z , ei ' e 4/2_chil.ecr la vie [ISAO 41iw c4& ., C ig ` �� 4-6 IA) ©� f♦ s Q C �/P suite c Ager 5.411 . Reviewer: Claudio Grande C.B.O 305- 795 -2204 Ext 1430 FORM 600C -04 Small Addition enov Compliance with Method C s `ub manufactured homes and r''., PROJECT NAME: AND ADDRESS: Sy • • •• •• • • • • • • • • • ••• • • • • • • •• •• • • • • • • • ••• • • • • • • • ••• • • • • EFFICIENCY CODE FOR BUILDING CONSTRUCTION dential Limlted Appiications•Presoriptive Method G • • • SOUTH 7 8 9 • • • • • • • • • • .-o • • • • F ± a Energy E ncy Code may be demonstrated by thiuse of Forn00C -043or idit :ns /11 600 sr�areeeet�r 19�'s, site - installed components of nd ;jtiple -famil Idences. Alternative methods are provided for additions by use•f Form B -04 or 600A -04. • • APPENDIX 13 -D SEP 0 82006 i s I4RRE RAS RTSIAtNC( `131 N. e 104 -143 tT S(I OWNER: 11ICIELLE (E BUILDER: PERMITTING'' OFFICE: PERMIT NO.: d 1 S if ©.k C IMO�T� • Ei •'1 8 n 9, kitill9DICTION MO.: SMALL ADDITIONS TO EXISTING RESIDENCES (600 square feet or less of conditioned area). Prescriptive requirements in Tables 6C -1, 6C -2 and 6C -3 apply only to the components of the addition, not to he existng building. Space heating, cooling, and water heating equipment efficiency levels must be met only when equipment is installed specifically to serve the addition or is being installed in onlunction with the addition construction. Components separating unconditioned spaces from conditioned spaces must meet the prescribed minimum insulation levels. RENOVATIONS (Residential uildings undergoing renovations costing more than 30% of the assessed value of the building). Prescriptive requirements in Tables 6C -1 and 6C-2 apply only to the components and equipment being enovated or replaced. MANUFACTURED HOMES AND BUILDINGS. Only site - Installed components and features are covered by this form. BUILDING SYSTEMS Comply when complete new system Is nstalled. 1. Renovation, Addition, New System or Manufactured Home 2. Single - family detached or Multiple - family attached 3. If Multiple - family -No. of units covered by this submission 4. Conditioned floor area (sq. ft.) 5. Predominant eave overhang (ft.) 6. Glass type and area: a. Clear glass b. Tint, film or solar screen 7. Percentage of glass to floor area 8. Floor type and insulation: a. Slab -on -grade (R- value) b. Wood, raised (R- value) c. Wood, common (R- value) d. Concrete, raised (R- value) e. Concrete, common (R- value) 9. Wall type and insulation: a. Exterior: • 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R- value) b. Adjacent: 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R- value) c. Marriage Walls of Multiple Units* (Yes /No) 10. Ceiling type and insulation: a. Under attic (Insulation R- value) b. Single assembly (Insulation R- value) 11. Cooling system* (Types: central, room unit, package terminal A.C., gas, existing, none) 12. Heating system* (Types: heat pump, elec. strip, natural gas, LP -gas, gas h.p., room or PTAC, existing, none) 13. Air distribution system* a. Backflow damper or single package systems* (Yes /No) b. Ducts on marriaje wail; ad•3quateie sealed* (Yes /No) 14. Hot water system: (Types: elec., natural gaa, other, existing, none) * Pertains to manufactured homes with situ- inctaled components. Please Print 1. AT1pI -1-(0A/ 2. S1»(LE FV. tk`( 3. 4. �pp,3c 5. / 'f Sing(e-Pane Double Pane 6a. /f sq. ft. sq. ft. 6b. I S sq. ft. sq. ft. 7. 8a R = fe, lin. ft. 8b. R = sq. ft. 8c. R = sq. ft. 8d. R = sq. ft. 8e. R = sq. ft. 9a -1 R = 5 °MP sq. ft. 9a -2 R = sq. ft. 9b -1 R = a j,€) sq. ft. 9b -2 R = sq. ft. 9c. 10a. R = 30 a 30 sq. ft. 10b. R = sq. ft. 11. Type: SPLIT 5 YY SEER/EER: 0 12. Type: ELEC. S re(GD HSPF /COP /AFUE: 13a. I/A)CoP/>/ T CM.)ed SPAcZr 13b. 14. Type: EA/ S'T(,t) � EF: I hereby certify that the plans a a9.JcificatIons i:o eo bath Tu Iculationare {r compliance with the Florida Energy Code.* PREPARED BY: ____ l DATE: I hereby certify that this building is in compliance utilh the Florida Fnorgy Code: OWNER AGENT: DATE: Review of plans and specifications covered Energy Code. Before construction is c accordance with Section 553.908 CK on indicates compliance with the Florida ding will be Inspected for compliance in BUILDING OFFICIAL: DATE: it FLORIDA BUILDING CODE - BUILDING 13 -D.37 APPENDIX 13 -D • ••• • • ••• r i T1 • • • • • • • • • • • • • • • • • 6 • • ••• • 6 • • • • • 6 • ••• • • • •6• Climate Zones 7, 8, 9 TABLE 6C -1: PRESCRIPTIVE REQUIREMENTS FOR SMALL ADDITIONS (600 Sq. Ft. and Less) RENOVATIONS Tn FYIS7NG Nmm nuns eun errc.rusrer i rn cnnnon�merte ne nnew earn ncn ��..ce COMPONENT MINIMUM INSULATION INSULATION INSTALLED WALLS Concrete Block Frame, 2' x 4' Frame, 2' x 6' Common, Frame Common, Masonry R -5 R -11 R-19 R -11 R -3 • SEER= SEER = EER = UP TO 50% SPACE HATING • ,' • CEILINGS Under Attic Single Assembly; Enclosed Frame Metal Pans Single Assembly; Open Common, Frame R -30 R -19 R -13 R -10 R -11 HSPF = HSPF/ COP = AFUE = AFUE = HOT WATER Electric Resistance Gas; natural or LP Fuel Oil Q �i Slab -on -grade Raised Wood Raised Concrete Common, Frame No Minimum R -11 R•5 R -11 EF = OH -SHGC OH -SHGC 0 p In unconditioned space In conditioned space R -6 No minimum OH -SHGC OH -SHGC TABLE 60-2: PRESCRIPTIVE REQUIREMENTS FOR GLA • • • •BOUIPM6NL • • • • MINIMUM • •EFIIC1rN{4 • INSTALLED EFFICIENCY • a •z pJ O •• • • • • • • •••• O6ntralA/C •SpIIt • - Single Pkg. Room unit or PTAC • • • •••• SEER = 10.0• SEER = 9.7 EER = 8.5* • SEER= SEER = EER = UP TO 50% SPACE HATING • ,' • Iv • • • •• Elett1c•Reasta�ce• • :-le :t pn=ptp. Sglit • • • • • - Single likg.• Room unit or PTHP Gas; natural or propane Fuel Oil ••• •• • • •AftlY • '-ISPF = 6.� d-166IF •6.6 COP = 2.7` AFUE = .78 AFUE = .78 HSPF = HSPF = HSPF/ COP = AFUE = AFUE = HOT WATER Electric Resistance Gas; natural or LP Fuel Oil EF = .92 EF = .59 EF = .54 EF = EF = EF = • See Table 13- 607.1.ABC.3.2 and 13- 608.1. ABC .3.2 Maximum percentage glass to floor area allowed Is selected by type, overhang length, and solar heat gain coefficient. Maximum % _ Installed % = SECTION _ GLASS TYPE, OVERHANG, AND SOLAR HEAT GAIN COEFFICIENT REQUIRED FOR GLASS PERCENTAGE ALLOWED CHECK Exterior Joints & Cracks UP TO 20% UP TO 30% UP TO 40% UP TO 50% 606.1 Max. 0.3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. Single 606.1 Double Single Double Single Double Single Double 606.1 OH -SHGC OH -SHGC OH -SHGC OH -SHGC OH -SHGC OH -SHGC OH -SHGC OH -SHGC 1'- .87 0' -.75 612.1 0' -.78 2'•.87 1' -.75 0' -.57 1' -.78 0' -.61 3' -.87 2' -.75 1' -.57 0' • .39 2' -.78 1' -.61 0' -.44 4' -.87 3' -.75 2' -.57 1' -,39 0' -.30 3' 2' 1' 0' -.78 -.61 -.44 - .35 Insulation is required for hot water circulating systems (including heat recovery units). Get certified SHGC from the manufacturer or use defaults: Single clear SHGC = .75, double clear SHGC = .66, and single tint SHGC = .64 Shower Heads TABLE 6C -3 MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS SECTION REQUIREMENTS CHECK Exterior Joints & Cracks 606.1 To be caulked, gasketed, weather- stripped or otherwise sealed. Exterior Windows & Doors 606.1 Max. 0.3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. Sole & Top Plates 606.1 Sole plates and penetrations through top plates of exterior walls must be sealed. Recessed Lighting 606.1 Type IC rated with no penetrations (two altematives allowed). Multistory Houses 606.1 Alr barrier on perimeter of floor cavity between floors. Exhaust Fans 606.1 Exhaust fans vented to unconditioned space shall have dampers, except for combustion devices with integral exhaust ductwork. Combustion Heating 606.1 Combustion space and water heating systems must be provided with outside combustion air, except for direct vent appliances. Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2. Switch or clearly marked circuit breaker electric or cutoff (gas) must be provided. External or built -in heat trap required for vertical pipe risers. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Noncommercial pools must have a pump timer. Gas spa & pool heaters must have minimum themnai efficiency of 78 %. Hot Water Pipes 612.1 Insulation is required for hot water circulating systems (including heat recovery units). Shower Heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 psig. HVAC Duct Construction, Insulation & Installation 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, Insulated and Installed In accordance with the criteria of Section 610.1. Ducts in attics must be Insulated to a minimum of R -6. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. GENERAL DIRECTIONS: 1. On Table 6C -1 indicate the R -value of the Insulation being added to each component and the efficiency levels of the equipment installed. All R- values and efficiencies Installed must meet or exceed the minimum values listed. Components and equipment neither being added nor renovated may be left blank. 2. ADDITIONS ONLY. Determine the percentage of new glass to conditioned floor area in the addition as follows. Total the areas of all glass windows, sliding glass doors and glass door panels. Double the area of all nonvertical roof glass and add it to the previous total. When glass in existing exterior walls is being removed or enclosed by the addition, an amount equal to the total area of this glass may be subtracted from the total glass area. Divide the adjusted glass area total by the conditioned floor area of the addition. Multiply by 100 to get the percent. And the largest glass percentage under which your calculated percentage falls on Table 6C -2. Prescriptives are given by the type of glass (single or double pane) and the overhang (OH) paired with a solar heat gain coefficient (SHGC). For a given glass type and overhang, the minimum solar heat gain coefficient allowed Is specified. Actual glass windows and doors previously In the exterior walls of the house and being reinstalled in the addition do not have to comply with the overhang and solar heat gain coefficient requirements on Table 6C -2. All new glass in the addition must meet the requirement for one of the options in the glass percentage category you Indicated. The overhang (OH) distance is measured perpendicularly from the face of the glass to a point directly under the outermost edge of the overhang. 3. RENOVATIONS ONLY. Replacement glass needs to meet the following requirements. Any glass type and solar heat gain coefficient may be used for glass areas which are under at least a 2 -foot overhang and whose lowest edge does not extend further than 8 feet from the overhang. Glass areas being renovated that do not meet this criteria must be either single -pane tinted, double -pane clear or double -pane tinted. 4. BUILDING SYSTEMS. Comply when new system is installed for system Installed. 5. Complete the information requested on the top half of page 1. 8 Read °Minimum Requirements for Small Additions and Renovations, Table 6C -3, and check all applicable items. 7. Read, sign and date the °Owner /Agent° certification statement on page 1. 13 -D.38 FLORIDA BUILDING CODE - BUILDING f8 • • ••• •• •• • • • • ••• • • •• •• • FLORIDA ENERGY EFFICIENCY CODE FOR R& 1LUI •,, CUS'•13t:CiOIL : : • FORM 600C -04 Residential Limited Applications Pre:criptirie latkoctC• • • • • • Small Additions, Renovations & Building Systems manufactured with Method C of and enovationsto single- and multiple-family e residences. Alternative methodstare bprovided foiadditiorf by tor additions of Rim 600%04 D or square 00A -04t or less, site - Installed components of ma ••• • . • • SOUTH 7 8 9 •�iffi�f�llau%�+9 fir" - -� OWNER: 1 1^ �1 DIM/ •• • • d�.� - } a •Gill t 1Retomponents of the addition, not to SMALL ADDITIONS TO EXISTING RESIDENCES (600 square feet or less at conditioned area). Prescriptive requirements in Tablas 6ti1, 6C-- 2,eando- 3 p?y Y the existng building. Space heating, cooling, and water heating equipment efficiency levels must be inet only when equipment S�IiC T p C�iya toseromthe 9hi to adlian or is being installed e in equipment being conjunction with the addition construction. Components separating unconditioned spaces from conditioned spaces must 4et a SCRbedMni m ins/dationolevel .RENOOVATI a N (Residential snta is buildings o te undergoing r replaced. .MANUFAC MANUFACTURED HOMES AND BUILDINGS. of the S. Only value of the building). tsandfeatu es are covers SU SQy renovated or replaced. MANUFACTURED HOMES AND BUILDINGS Only site - installed components and features are covered by this corm. ILDI G STS CK installed. please Print i 1. Renovation, Addition, New System or Manufactured Home 2. Single- family detached or Multiple - family attached 3. If Multiple - family -No. of units covered by this submission 4. Conditioned floor area (sq. ft.) 5. Predominant eave overhang (ft.) 6. Glass type and area: a. Clear glass b. Tint, film or solar screen 7. Percentage of glass to floor area 8. Floor type and insulation: a. Slab -on -grade (R- value) b. Wood, raised (R- value) o. Wood, common (R- value) d. Concrete, raised (R- value) e. Concrete, common (R- value) 9. Wall type and insulation: y a. Exterior: 2. Wood f ame (Insulation R value) b. Adjacent: 2. Wood frame (Insulation R- value) c. Marriage Walls of Multiple Units* (Yes/No) 10. Ceiling type and insulation: a. Under attic (Insulation R- value) b. Single assembly (Insulation R- value) 11. Cooling system* (Types: central, room unit, package terminal A.C., gas, existing, none) h. 12. Heating system* (Types: heat pump, elec. strip, natural gas, LP-gas, g as p•, room or PTAC, existing, none) 13. Air distribution system* or single package systems* ( Yes/No) a. Backflow damp b. Ducts on marrina walla adequate;`' sealed* ( Yes/No) 3. 4. 5. Single Pane Double Pane sq. ft. sq. ft. sq. ft. sq. ft. 14. Hot water system: none) (Types: elec..natur:�i gas, atner, existing, components. * Pertains to manufaceured homes with sit inst:.11ed comp 1 hereby certify cc lculation " compliance with tuticatlons uo jea certify that the plant � the Florida Energy Code.' ,7ATt: PREPARED BY: �r with the Fhrida'rnargv rode: m lip . t DATE: I hereby certify that this building is in co � P •• GINNER AGENT: FLORIDA BUILDING CODE - BUILDING 6a. 6b. 7. 8a 8b. 8c. Bd. 8e. R = R R =, R= R= lin. ft. sq. ft. sq. ft. sq. ft. sq. ft. 9a-1 R = .± IMP sq. ft. 9a -2 R -- - -�� sq. ft. 9b -1 R = ,T ,� = sq. ft. 9b -2 R = sq. ft. 9c. i -- Q � -= sq. ft. 10a. R sq. ft. 10b. R = it Type: SI 1J1__- S IL/� SEER/EER: I , , it 12. Type: _e: r' HSPF /COP /AFUE :__--- 13a. 13b. 14. 14. Type: 0 EF: Review of plans and specifications covered by Energy Code. Before construction is comp) accordance with Section 553.908, F.S` BUILDING OFFICIAL: DATE: Cale .n ind rtes compliance with the Florida tiding will be inspected tor compliance in SEP 0 8 2006 BY. 3 -D.37 APPENDIX 13 -D TABLE 6C -1: PRESCRIPTIVE REQUIREMENTS FOR SMALL ADDITIONS (600 Sq. Ft. and Less), RENOVATIONS TO E COMPONENT MINIMUM INSULATION INSULATION INSTALLED WALLS Concrete Block Frame, 2' x 4' Frame, 2' x 6' Common, Frame Common, Masonry R -5 R-11 R -19 R -11 R -3 •• = 4ER = GE Fl = Single SPACE HEATING 0 z IT • Under Attic Single Assembly; Enclosed Frame Metal Pans Single Assembly; Open Common, Frame R -30 R -19 R -13 R -10 R -11 Double HSPF/ COP= AFUE _ AFUE = I HOT WATER Electric Resistance Gas; natural or LP Fuel Oil N o 0 L- Slab -on -grade Raised Wood Raised Concrete Common, Frame No Minimum R -11 R -5 R -11 EF = i__, 1' -.87 0' -.75 0' -.78 2' -.87 1' 0' -.57 0 o In unconditioned space In conditioned space R -6 No minimum 4' -.87 3,_.75 2' 1'•.39 0' - .30 _.-- ,...i.,. eunc 3' -.78 2' -.61 1' -.44 0'- .35 - Ra TABLE 6C -2: PRESCRIPTIVE REQUIREMENTS FOR GLASS AREAS IN ADDITIONS ONLY • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • • • Climate Zones 7, 8, 9 • EQUIPMENT MINIMUM EFFICIENCY INSTALLED EFFICIENCY • • *-2.• O U • • • • •• • ...... • • *Single ekg. R8o?n unit or PTIAC • • SQER!-1 r3.0 •6EER SEER:. 9•f : EER I8.5' •• = 4ER = GE Fl = Single SPACE HEATING Citctgo Resista&ce • • »eat$un1� eplit• • • • • • Stgl$ Pik.• • Fbor•unIor &TyF' • • t • • • • • Gas; natural or propane Fuel Oil AUL. • • rH+1� PF = 6.8s • • ••• •• AFUE _ .78 AFUE = .78 HSPF = Double HSPF/ COP= AFUE _ AFUE = I HOT WATER Electric Resistance Gas; natural or LP Fuel Oil EF = .92 EF = .59 EF = .54 EF = EF = EF = i__, ' See Table 13- 607.1.ABC.3.2 and 13-608.1.ABC.3.2 Maximum percentage glass to floor area allowed is selected by type, overhang length, and solar heat gain coefficient GLASS TYPE,-OVERHANG, AND SOLAR HEAT GAIN COEFFICIENT REQUIRED FOR GLASS PERCENTAGE ALLOWED Maximum %= Installed Get certified SHGC from the manufacturer or use defaults: Single clear SHGC = .75, double clear SHGC = .66, TABLE 6C -3 MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS SECTION Exterior Joints & Cracks REQUIREMENTS 606.1 To be caulked, gasketed, weather- stripped or otherwise sealed. Exterior Windows & Doors 606.1 Max. 0.3 cfm/sq.fl. window area; .5 cim/sq.tt. door area. Sole & Top Plates 606.1 Sole plates and penetrations through top plates of exterior walls must be sealed. Recessed Lighting 606.1 Type IC rated with no penetrations (two alternatives allowed). Multistory Houses Exhaust Fans 606.1 Alr barrier on perimeter of floor cavity between floors. 606.1 Exhaust fans vented to unconditioned space shall have dampers, except for combustion devices with integral exhaust ductwork Combustion Heating Water Heaters Swimming Pools & Spas Hot Water Pipes Shower Heads HVAC Duct Construction, Insulation & installation HVAC Controls 606.1 Combustion space and water heating systems must be provided with outside combustion air, except for direct vent appliances. 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2. Switch or clearly marked circuit breaker electric or cutoff (gas) must be provided. External or built -in heat trap required for vertical pipe risers. 612.1 Spas & heated pools must have covers (except solar heated). Noncommercial pools must have a pump timer. Gas spa & pool heaters must have minimum thermal efficiency of 78 %. 612.1 Insulation is required tor hot water circulating systems (including heat recovery units). 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 psig. • 810.1 fittings, equipment plenum shall mechanically insulated and installed In c accordance with the of Section 610.1. Ducts in attics must be insulated to a minimum of R -6. 607.1 Separate readily accessible manual or automatic thermostat tor each system. CHECK GENERAL DIRECTIONS: 1. On Table 6C -1 Indicate the R -value of the insulation being added to each component and the efficiency levels of the equipment installed. All R- values and efficiencies installed must meet or exceed the minimum values listed. Components and equipment neither being added nor renovated may be left blank. 2. area of all ONLY. Determine the s and add percentage to the to conditioned When glass In ex st existing exterior addition walls is follows. b being removed or enclosed by the addition, an amount equal to the total area panels. f this glass Double may be area a all from the total tal lass subtracted from the total Mons area. ble 6G -2. Prescriptives glass r given by the the glass (single 01 double pa e) and the overhang (OH) paired wth percent. Find the heat gain coefficient (SHGC). For a given en glass type and overhang, vh percentage minimum u on Table P to and dcomply with the va hang and solar gain eat gain rc efficient requirements on Table glass C -2. All new sglass in the addition musthmeet the requirement foor one of and being r options in the glass percentage category you indicated. The overhang (OH) distance is measured perpendicularly from the face of the glass to a point directly under the outermost edge of the overhang. 3. and whose lowesstledge Replacement oes not extend further than 8 feet from the overhang. Glass areas beintype enovated that do not meat this criteria be used for glass must be either single-pane tinted, double -pane clear or double -pane tinted. 4, BUILDING SYSTEMS. Comply when new system Is installed for system installed. 5. Complete the information requested on the top halt of page 1. 6 Read 'Minimum Requirements for Small Additions and Renovations, Table 6C -3, and check all applicable items. 7. Read, sign and date the "Owner /Agent. certification statement on page 1. FLORIDA BUILDING CODE - BUILDING 13 -D.38 UPTO20% UPTO30% UPTO40% ur x03070 Single Double Single Double Single Double Single Double OH -SHGC OH -SHGC OH -SHGC OH -SHGC OH -SHGC OH -SHGC OH -SHGC OH -SHGC i__, 1' -.87 0' -.75 0' -.78 2' -.87 1' 0' -.57 1' -.78 0' -.61 3' -.87 2' -.75 1' -.57 0' -.39 2' -.78 1' -.61 0' -.44 4' -.87 3,_.75 2' 1'•.39 0' - .30 _.-- ,...i.,. eunc 3' -.78 2' -.61 1' -.44 0'- .35 - Ra Get certified SHGC from the manufacturer or use defaults: Single clear SHGC = .75, double clear SHGC = .66, TABLE 6C -3 MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS SECTION Exterior Joints & Cracks REQUIREMENTS 606.1 To be caulked, gasketed, weather- stripped or otherwise sealed. Exterior Windows & Doors 606.1 Max. 0.3 cfm/sq.fl. window area; .5 cim/sq.tt. door area. Sole & Top Plates 606.1 Sole plates and penetrations through top plates of exterior walls must be sealed. Recessed Lighting 606.1 Type IC rated with no penetrations (two alternatives allowed). Multistory Houses Exhaust Fans 606.1 Alr barrier on perimeter of floor cavity between floors. 606.1 Exhaust fans vented to unconditioned space shall have dampers, except for combustion devices with integral exhaust ductwork Combustion Heating Water Heaters Swimming Pools & Spas Hot Water Pipes Shower Heads HVAC Duct Construction, Insulation & installation HVAC Controls 606.1 Combustion space and water heating systems must be provided with outside combustion air, except for direct vent appliances. 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2. Switch or clearly marked circuit breaker electric or cutoff (gas) must be provided. External or built -in heat trap required for vertical pipe risers. 612.1 Spas & heated pools must have covers (except solar heated). Noncommercial pools must have a pump timer. Gas spa & pool heaters must have minimum thermal efficiency of 78 %. 612.1 Insulation is required tor hot water circulating systems (including heat recovery units). 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 psig. • 810.1 fittings, equipment plenum shall mechanically insulated and installed In c accordance with the of Section 610.1. Ducts in attics must be insulated to a minimum of R -6. 607.1 Separate readily accessible manual or automatic thermostat tor each system. CHECK GENERAL DIRECTIONS: 1. On Table 6C -1 Indicate the R -value of the insulation being added to each component and the efficiency levels of the equipment installed. All R- values and efficiencies installed must meet or exceed the minimum values listed. Components and equipment neither being added nor renovated may be left blank. 2. area of all ONLY. Determine the s and add percentage to the to conditioned When glass In ex st existing exterior addition walls is follows. b being removed or enclosed by the addition, an amount equal to the total area panels. f this glass Double may be area a all from the total tal lass subtracted from the total Mons area. ble 6G -2. Prescriptives glass r given by the the glass (single 01 double pa e) and the overhang (OH) paired wth percent. Find the heat gain coefficient (SHGC). For a given en glass type and overhang, vh percentage minimum u on Table P to and dcomply with the va hang and solar gain eat gain rc efficient requirements on Table glass C -2. All new sglass in the addition musthmeet the requirement foor one of and being r options in the glass percentage category you indicated. The overhang (OH) distance is measured perpendicularly from the face of the glass to a point directly under the outermost edge of the overhang. 3. and whose lowesstledge Replacement oes not extend further than 8 feet from the overhang. Glass areas beintype enovated that do not meat this criteria be used for glass must be either single-pane tinted, double -pane clear or double -pane tinted. 4, BUILDING SYSTEMS. Comply when new system Is installed for system installed. 5. Complete the information requested on the top halt of page 1. 6 Read 'Minimum Requirements for Small Additions and Renovations, Table 6C -3, and check all applicable items. 7. Read, sign and date the "Owner /Agent. certification statement on page 1. FLORIDA BUILDING CODE - BUILDING 13 -D.38 Miami Shores village Building Department 10050 N.E. 2"" Avenue, Miami Shores, F133138 Tel: 305- 795 -2204 4 Fax: 305- 756 -8972 NOTICE TO MIAMI SHORES VILLAGE BUILDING DEP OF EMPLOYMENT AS SPECIAL INSPECTOR UNDI THE FLORIDA BUILDINGS CODE i (We) have been retained by (name of owner /agent) Al tTQ•PIPILo to pertbrm Special Inspector services under the Florida Building Code at the project (at e ) 102A0 f %vi1 , Miami Shores, as of 1 t3 I am a regi ter r Professional Engineer licensed in the State of Flori a PERMIT NUMBER: 0 l0 — 22-1 G special Inspector for Reinforced Unit Masonry, FBC 2122.4 Special inspector for Trusses over 35 Ft. Long or 6 Ft. High, FBC 2314.17.2.4.2 i.k5.pecial Inspector for Steel Connections, FBC 2218.2 KSpecial Inspector for Soil Compaction; FBC 1 820.3.1 glpecial Inspector for Precast Tlnits & Attachments, FBC 1927.12.2 !7 Special lnspeetor for Pilings, FBC 1822.1.20 l� Special Inspector for 1 )PY NOV 17 2006 NOTE: Please mark boxes that apply The following individuals(s) employed by this firm or me are authorized to perform inspections. 1._ lll.L4t L. Ck-(1'C 2. 3. 4. (date). I, (we) understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Building Department Inspeetnr_ all i nd,...,y :., ... -.tk must be performed by Miami Shores. The building inspections 3 -""'' or all mandatory inspections. by the Florida Building ,, de, g nspections must be called for all mandatory inspections, r apecilais pe �oi nun by Special inspector hired by the Owner are ' ion to the mandatory inspections performed by the Building Department. Further, upon co Yeti on oldie. work under e h Building Perm) 1 will submit to the Miami Shores Building De before the final inspection the completed inspection log form and le best partmeoht le at the time o, �"" w... a :�.,d stat:.rrcart indicating that, to Inc best of my knowledge, belief and professional judgment those portions of the project outlined above meet the into! t of the Filmida Building _ _ , _ . substantial accordance with the approved plans. .,�.r��rs wu� and are in ed and Sealed Date: Eng:neer/Ar chiitect - Name �l`� t,li1Au I.. ale (Print) 41. .'E (oZ ", s fi Andrew„ Phone Nn_ - 151- (81H Florida License Nn: Qt jt. 0 0 1G 16 i i • • • • • • • • • • • • • • • • • • . • • • • ••• • • • • • • Warren J. Von Werne,,$.E.;.Inc : Consultant Structural Eniintiei P.E. # 56989 117 Sunflower Street." • • .•• •. .• • • • • • • • • • • • • • • • .•. •• • • .. • • .• • . • •.••• •••• •.. • .. • •• .•... • • • Royal Palm Beach, Florida. 33 :19 • • • • • • • • • • .. • • • • • •.. •. • Phone - (561) 795 -1818 Fax - (561) 795 -1883 Structural Calculations for: Barreras Residence 437 NE 101 Street Miami Shores, Florida Project No. 130601 October 1, 2006 u 2006 L ,0,62410 WI 1DO2 v2 -18 Simpllfled Wind Load Design (Method 1) per ASCE 7 -02 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • •.• • • • • • • • • • • • • • ••• • • • • •.• • • • • • .• •• • • •• .• • • • • .. - :: Z-. • • • • ▪ • • • . • • ••• • ..• ••• • Description: Barreras Residence Analysis by Warren J. Von Weme V Basic Wind Speed Cat Structural Category (I, II, III, and IV) Exp Exposure Category (B, C, or D) •. • • • •• .•. •• . • • • • • • • . • • :1: :4611 0:1 • . . C RHt Ridge Height 15 ft Eht Eave Height 10 ft Ht Mean Roof Height of Building 12.50 ft Theta Roof Angle . 10.30 Deg L Length of Building (If Gabled roof, along Ridge) 65 ft 8 Width of Building (Perpendicular to Ridge) 55 ft Lambda Adjustment Factor for Building Height and Exposure 1.21 I importance Factor 1.00 a 10% of Least Horiz Dim or 0.4h, whichever is less 5.00 ft 2a Length over which Zone A acts on Each Comer 10.00 ft 1 Wind Pressure ps (psf) on Main Wind Force Resisting System (MWFRS) Load Case Zones Horizontal Pressures Vertical Pressures Overhangs A B C D E F 0 H ' EOH OOH 1 46.49 -19.02 30.95 -11.07 -49.20 -30.18 ' 44.22 -23.15 -68.87 -53.92 2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Notes: •pa = Lambda •I•ps30 www.mecaconsultIng.com Page 1 of 2 WINDO2 v2 -18 Simplified Wind Load Design (Method 1) per ASCE 7-02 • • • ••• • • • •04 •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• Description: Barreras Residence Analysis by Warren J. Von Weme •• • • •• 1 a 1 • • • • • • • • • • ••• • • ••• ••• • • • 01. •• • • • • • • • •• •• • • • •• ••• •• • • • • • • • •• • • • • HipRoof(7° <8527°) Gable Roof (0 5 7 °) Gable Roof (7° < A 545 °) p isriorZcome • Endlanee coserzones noksseanloa-Zuse 9.11-1.08 Double Click on an data en tN line to receive a help Screen • • ••• •• Wind Pressure Es (pat) on Components and Cladding (CSC) Description Width (ft) Span (tit) Area (W2) Zone Pressure Poaithre (pet) _Negative window 3 3 9.00 4 .49 - 0. ` window 3 3 9.00 5 48.49 -62.19 roof 3 3 9.00 1 28.74 -42.50 roof 3 3 9.00 2 26.74 -74.03 roof 3 3 9 00 3 26.74 - 109.48 -81.35 window 3 4 12.00 5 46.07 door 3 7 21.00 4 44.07 -48.24 window 6.5 4.5 29 25 5 41.30 -58.28 door 8.5 7.5 63.75 4 35.74 -44.98 door 6.5 7.5 /18.75 5 34.74 - 52.67 window 9.5 4.4 41.80 4 37.07 -46.32 I Notes: Zones 211 and 3H represent roof overhangs Zones 1, 2, and 3 represent the roof Zones 4 and 5 represent the walls www. mecaconsulting.com • Page 2 of 2 Barreras Residence Structural Calculations Oct. 1, 2006 Page 2 Connector from beam_to masoury col,_ _ u_ mn elk - Per ASCE7, main wind force design pressure = 49 psf. Load on connector from wood beam to masonry column = = 49 psf (22/2 ft) (12/2 ft) x 25% area solid = 809 lbs Capacity of (4) Simpson H3 hurricane straps = = 455 lbs (4 straps per connection) = 1,820 Ibs Tensile strength of masonry column, check -, Area of a #6 bar = 0.44 sq. inches 60 ksi rebar => the tensile capacity of rebar = = 60,000 lbs / sq. inch (0.44 sq. inches) = 26,400 Ibs. 26,400 lbs > 809 lbs • ••• • • • • • • • • ••• • s• • • • • • • ••• • o ••• • • • •...•.•• • TRUSS USS COMPANY, INC. Trusses Builc9 ig /1�1 Ci l . 13980 SW 252 Street, Prinveto" ,FtoC&ta:3303� Telephone: (305) 257 -1940 lax: (30'57 257 .is 1 www.decotruss.com WARNING: Extreme Care is required 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 determine 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 Building 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 size, 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 ANSUfPI -95 & WTCA -95 for further information) TRUSS ERECTOR / INSTALLER (Builder) The proper and safe erection of all the trusses is exclusively your responsibility. You are, cautioned to seek professional advice regarding the Erection / Installation and Bracing, which is ALWAYS required to prevent toppling and dominoing. Top Chord, Bottom Chord and Webs shall be adequately braced, as per the attached HIB -91 Summary 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. Check all Flat Truss to insure they are not installed UPSIDE DOWN. Never cut or alter trusses in,anyway. Never concentrate Building Materials, such as Plywood or Blocks on installed Trusses. Alterations to Trusses: "The act of curing or attaching any item that the truss was not or girnaNy designed 1br" Trusses cannot be altered from the attached engineering designs, with out proper re-designing by a Florida Registered Engineer. We highly recommend to our customers to use our engineer, however to our knowledge there is no code that states you must use the engineer, who sealed the truss engineering and layout. However, it is of the utmost importance that, any Florida Registered Engineer who takes the task of designing repairs to trusses, should be extremely knowledgeable, not only in structural designs but also have experience designing trusses. Should any alterations be made to our design or manufactured item, the engineer, contractor and homeowner waive all warranties and liabilities 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 REFER TO THE ATTACHED HIB -91 Summary Sheet DECO TRUSS COMPANY, INC. 13980 SW 252 STREET PRINCETON FL 33032 Project: Model: Block No: Lot No: Contact Site Office Name: Phone: Fax: W. J. VON WERNE PE# 56989 561 - 795 -1818 To: • • ••• • •• •• • • • ADD.: BARFFEF?A$ RE%. • 437 N.E. 102 ST. ' ". • MIAMI SHORES, FL. (ARCO CORI•ST• LORD ,j• • • • • • • • • • • • Deliverfo" ••• 437 N.E. 102 ST. MIAMI SHORbB9, Fj.. • • • ••• •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • •• Truss List Job Page: • •.• • • ••Date: oo • • • • • • Project • • Account No: • • • • Designer: Deliver To Add sssa • • • • •• •• • • • • • Tentative Delivery Date: • • • Salesperson: • • ••• •• Quote 1 of 1 2/13/2007 5785 mtm Material Summary Includes the following General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Building Code: Florida Building Code, Chapter 23. Computer Program Used: MiTek 20/20. Gravity: SS psf Roof Total Load Gravity: A) A psf Floor Total Load. Wind: 144p mph from ASCE7 -02 code. Pages or sheets covered by this seal: 0001 thru 0006 Total: 6 drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Des 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 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: Mahmound Zolfaghari, P.E. License #: 36921 Address: 13901 S.W. 108 Ave, Miami, FL 33176. Date Truss Date Truss Date Truss 0001 02 -13 -2007 AG1 0005 02 -13 -2007 J3 0002 02 -13 -2007 A2 0006 02 -13 -2007 J4 0003 02 -13 -2007 CJ7 2/71/67 Date "truss CITYA COPY 06- zzqo Mahmound Zolfaghari, Consulting Engineers 13901 S.W. 108 Ave. L 1/(a`g1 Miami, Florida 33176 l _I Phone 305 - 253 -2428 Fax 305- 235 -4248 Florida Professional Engineering License No. 3692; Special ape tar -ioise No. 636 Job 5785 Truss AG1 ..._ Truss Type HIP ; Job Truss Truss Type Qty PIy BARRERAS (CAF) • ••• 5785 A2 COMMON • • 7• • • • • 2.: • Job efer nce (optional) __.._ .. _ - • • r.cr..._ ,__ am nA» RA:T.J. 1..A ,..4.:.... 1.... T„.. CeI. A4 no-'1 Q.17 7/N17 Lob 0 1 -6 -8 6 -2 -0 • • • orouvs oaf i �� �•"y` , • • • ••• • • • 1 -6 -8 3.13 FIT 4 -7 -8 • • • • • • • • • • • • • • • 5•x6 11• • • 4 •• • • • • • • • • • • • • • • • • • • ••• • • • 10-9 -8 4 -7•$• ••• • • • • • • • • • • • • • •• ••• • • •• • • • • •• • • • • • • • • •• •• • •• • • • • • 12 -4-0 W3 3x4 = 3x4 5 6 1 -6 -8 Scale = 1:20. HW1 HW1 ` o 6 3x6 II 3x6 I I 1 -2 -8 1 -61 1 -2-8 0 -4 -0 6 -2 -0 4 -7 -8 9 4x8 = r 3x6 11 10-9 -8 4 -7-8 3x6 I I 111 -11 12 -4 -0 0-4-0 1 -2-8 Plate Offsets (X,Y):[1:0.2- 8,0-3- 12),[7:0- 2- 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 0.45 BC 0.13 WB 022 (Matrix) DEFL in (loc) Udefl Ltd Vert(LL) 0.03 9 >999 360 Vert(TL) - 0.03 8-9 >999 240 Horz(TL) 0.00 8 n/a n/a PLATES GRIP MT20 244/190 Weight 59 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. WEBS 2 X 4 SYP No.2ND SLIDER Left 2 X 4 SYP No.2ND 1-4-4, Right 2 X 4 SYP No.2ND 1-4-4 REACTIONS (Ib /size) 10= 678/0 -8-0, 8= 678/0 -8-0 Max Upliftl0=- 982(LC 2), 8=-982(LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1- 2=- 178/0, 2-3=-109/0, 3-4=- 689/673, 4-5=- 689/673, 5 -6=- 109/0, 6- 7= -178/0 BOT CHORD 1- 10= 0/138, 9-10= 0/138, 8 -9= 0/138, 7-8 =0/138 WEBS 3-1(= 580/889, 3-9= 598/545, 4-9=99 /276, 5-9=- 598/545, 5-8=- 580/889 NOTES 1) Unbalanced roof live Toads 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); cantilever left and right exposed ; Lumber DOL =1.33 plate grip DOL =1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 982 Ib uplift at joint 10 and 982 Ib uplift at joint 8. LOAD CASE(S)Standard Mahmound Zolfaghari, P.E. Consulting Engineers 13901 S.W. 108 Ave. Miami, Florida 33176 Phone 305 - 253 -2428 Fax 305- 235 -4248 Florida Professional Engineering License No. 36921 Special Inspector License No. 636 a Job 5785 Truss CJ7 Truss Type MONO TRUSS • •4•;• • • • • Qty • PIY .•• • {• • ! • BARRERAS (CAF) • •• • • • Jab F�eferfnce (optional) DECO TRUSS COMPANY INC. • "4 : • 6 c s Jan 45 20©7 i ekIndustries, Inc. Tue Feb 13 08:18:21 2007 �. • • • •• 2 -2 -3 7 -0 -14 1 2 -2 -3 3 2 —HkV1 1 5x6 • • • • 4-110-11 • • • • • : • • • • • • • • • • e • • • • • • • •• . . • • • • 2.21 o•• ••• • • • 4 •• •9• • • •• ••• • • • • • • • • • •• ••• • • •• • • = • • • • • • T'I• • • • • • ••• •• 2x4 - W3 I 1 Scale 5 = 1:13.2 1110 B1 4x6 I I 3x4 = 10 7 4x6 = 3x6 11 1 -8 -8 2 -2 -3 7 -0 -14 I 1 1 1 1-8 -8 0 -5 -11 4 -10-11 Plate Offsets (X,Y):[1:0- 2- 8,0 -5 -7j 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 Incr NO Code FBC2004/TPI2002 CSI TC 0.73 BC 0.46 WB 0.26 (Matrix) DEFL in (loc) I/defl Ud Vert(LL) -0.04 7-8 >999 360 Vert(LL) -0.05 7-8 >999 240 Horz(TL) 0.01 7 n/a n/a PLATES GRIP MT20 244/190 Weight 33 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 5-2 -1 oc purfins, 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. SLIDER Left 2 X 4 SYP No.2ND 1 -6-14 REACTIONS (Ib /size) 7= 194/0 -2-8, 8= 452/0 -11 -5 Max Horz8= 368(LC 2) Max Upliff7= 184(LC 2), 8=-1396(LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1 -2=- 1071/188, 2 -3= 1011/213, 3-9=- 125/0, 4-9=- 61/18, 4- 5 =-7/3, 4-7= 184/347 BOT CHORD 1 -10=- 173/1070, 8-10= 173/1070, 7-8=- 173/702, 6 -7 =0 /0 WEBS 3 -8=- 374/1192, 3-7=-712/176 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 Comer(3) 0-0-0 to 4 -2 -15, Exterior(2) 4-2 -15 to 7 -0-14; cantilever left exposed ; 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 184 Ib uplift at joint 7 and 1396 Ib uplift at joint 8. 4) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 24 Ib down and 49 Ib up at 1 -5-0 on top chord, and 20 Ib down and 41 Ib up at 1 -5 -0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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 (plt) Vert: 1- 3= -90, 1-8=-20 Concentrated Loads (Ib) Vert: 2=-24(F) 10= -20(F) Malmputid Zolfaghari, P.E. Trapezoidal Loads (pit) Vert: 3=0(F= 90)- to-4 =- 113( F =23), 4= 113(F=- 23)- to- 5=- 121(F =31), 8=0(F=20)-to-6=-27(FCMASUlting Engineers 13901 S.W. 108 Ave. Mini, Florid. Phone 305& 5-323412786 242 33176 ? a X 305-235-4248 Florida Prolboilantil 1 or l 1ici N 3692ag , 1 Special Inspector L COMO 1 t. 636 Job Truss Truss Type Qty Ply BARRERAS (CAF) • ••• 5785 J4 MONO TRUSS • • • 6•:• ••• {• •• • • • • • • • • Job IZeferance (optional) _ —____. .__ __.___... ..._ • a•• rnn... 1....•a nr•17 AATDL Inditetrioe Inn Tne Fch l r -lkA39M7 • • ••• • • • 5 -0 -0 4,-0 -0 • • • • • 3.13 V21 •• • • • • •• • • • • ••• • • • • • • • • • • • • • • • • e • • • • • • • • • • • • • ••• • • • 2 • •• ••• • • • • i• • • • • •• • • • • • • • • ••• •• • 6x8 = 1 -2-8 3x4 1 -2 -8 1-6 -8 0-4-0 5 -0-0 3 -5-8 Scale = 1:10.4 Plate Offsets (X,Y):(1:0.7- 15,0 -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/TPI2002 CSI TC 0.76 BC 0.12 WB 0.00 (Matrix) DEFL in (loc) I/defl Lid Vert(LL) 0.00 1 """ 360 Vert(TL) -0.05 1-4 >999 240 Horz(TL) -0.03 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 24 Ib LUMBER TOP CHORD 2 X 4 SYP SS BOT CHORD 2 X 4 SYP No.2ND SLIDER Left 2 X 8 SYP SS 2 -9-15 REACTIONS (Ib /size) 1= 269 /0 -8-0, 3= 220/0.2 -8, 4= 49/0 -2 -8 Max Horz1= 410(LC 2) Max Uplift = 511(LC 2), 3=- 622(LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =- 180/0, 2-5=- 162/5, 3-5=- 158/44 BOT CHORD 1 -4=0/0 BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. 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 Comer(3) 0 -0-0 to 4 -2 -15, Exterior(2) 4-2 -15 to 4- 10-12; cantilever left exposed ; 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 511 Ib uplift at joint 1 and 622 Ib uplift at joint 3. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. LOAD CASE(S) Standard Mahmourid Zoifaghari, P.F. Consulting Engineers 13901 S.W. 108 Ave. Miami, Florida 33176 Phone 305 - 253 -2428 FAx 305- 235 -4248 Florida Professional Engineering License No. 36921 Special Inspector License No. 636 Job 5785 Truss J3 Truss Type MONO TRUSS ;• •:8.i • • • QtY • PIY ••• ;•••• • .. . BARRERAS (CAF) Job lefe7rance (optional) DECO TRUSS COMPANY INC. ; • • • 6 550 s Jan I5 2c MTek Industries, • • ••• • • • 3 -0 -7 3 I Inc. Tue Feb 13 08:18:28 2007 Pa Scale = 1:8.2 % • • 0 -7 • • • 3.1312: • • • ••• • i Job 5785 Truss J1 DECO TRUSS COMPANY INC. Truss Type MONO TRUSS • • . • •• . • • • • • • • 1 -0 -7 c ty PIy BARRERAS (CAF) ••�� • ••• 8•• 4 • • •• •• • • • • dob=2efe nce (optional) • • •2�5dp s Jary15 2 7 M Tek Industries, Inc. Tue Feb 13 08:18:25 2107 Peg • ••• • • • ••• 1 -0 -7 • 3.12 ••• • • • • • • • • • • • • • 1 • • • • • • • • RI • •• Pki 4.; II '1 • • • •• • • B1 3x4 = 1 -0 -7 1 -0 -7 • ••• • • • • • • • • • • • • • • • ••• •• • • • • •• • • • • • • • ••• •• Scale = 1:6.0 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 0.08 BC 0.07 WB 0.00 (Matrix) DEFL in (Ioc) I/defl Ud Vert(LL) -0.00 1 n/r 180 Vert(TL) -0.00 1 n/r 120 Horz(TL) 0.00 n/a n/a PLATES GRIP MT20 244/190 Weight 4 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 1 -0 -7 oc purlins. BOT CHORD 2 X 6 SYP No.1 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb /size) 2= 102/0- 2 -8, 3=10/0 -2-8 Max Horz2=-394(LC 2), 3=536(LC 2) Max Uplifi2= 378(LC 2), 3= 127(LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-531/135 BOT CHORD 1-3=-103/536 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 Comer(3); cantilever left exposed ; Lumber DOL =1.33 plate grip DOL =1.33. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 3. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 378 Ib uplift at joint 2 and 127 Ib uplift at joint 3. 4) Non Standard bearing condition. Review required. 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 Engine= 13901 S.W. 108 Ave. Miami, Florida 33176 Phone 305 - 253 -2428 Fax 305-235-4248 Florida Profusion] ] En inol±rin _Lime No, 36921 Spoc,in1 InApootor U oonr c No, 636 • _S U TADARD LATEF'U�'• ••,'� • • ••• • 3- uT- 8.DWc •.BRACI\IG • PREPARE ) BY MINA Oma. TRUSSES ® 24" 0,C, TYP. • • • • •• • • • • • • • • ' • • • • • • • • • • • • • • • • ii • • ••• • • • • • • • • • ••• 2x :4 LATERAL BRACE PER TRUSS DESIGN WITH 2--10d NAILS PER WEB FOR FORCES • ••• • 1.4P TO 4600 Ibs. FORCES IN • ••• '• • • •• • • • • • EXCESS OF 4600 Ibs. REQUIRES • •• • ••••2x6 #3ORBETTER. END OF BRACING MEM. SHALL. BE CONNECTED TO A FIXED RIGID POINT OR X— BRACED AS NOTED ON THIS DETAIL. - NOTE: PROVIDE X— BRACING AT 20' -4" INTERVALS FOR WEB FORCES UP TO 2509 lbs. AND AT 10' —O" FOR FORCE GREATER THAN 2509 Ibs. LATERAL BRACING DETAIL ALT. LATERAL BRACING -DETAIL ter-- TRUSSES Cif 24" O.C. TYP. T —BRACE WITH 10d NAILS 6" O.C. TYP. 10d 0.6" - O.C. TYP. .T —BRACE SAME SIZE AND GRADE AS WEB. WEB (2x& MAX.) WEB SECTION DETAIL NOTE: BRACE MUST BE 80% THE LENGTH OF THE WEB, THIS DETAIL IS TO BE USED AS AN ALTERNATE FOR CONTINUOUS LATERAL BRACING. MINIMUM GRADE OF LUMBER T.C. REFER TO SEPERATE B.C. ENGINEERING DWG, Webs TPI -92 Crit. Revised: 7/7/94 LOADING L (PSFF) TOP E3OTTOM �SPACING:24 In 0. C. STR. INCR.: DRAWN BY: G.L.H. CHECKED BY: J.A.I. REP. STRESS:YES 0 0 0 MITek Industries Inc. Mahmound Zolfagharri, P Consulting Engineers 13901 S.W. 108 Ave. ff /t� I� Miami, Florida 33176 1 V `. Phone 305 - 253 -2428 Fax 305- 235 -4248 Florida Professional Engineering License No. 36921 Special Inspector License No. 636 Approved for MITele Ih Dstries Inc. l • ..• • • ••• ,•• •• •• • •• • • •�• • • • • • • • • • ••• • • • • • ••• • • • • ••• • • ••• • • • • • • • • • • • • • • • TRUSS COMM1 .1Nc. Trusses & Buiic99ng a Arta }s •• • • • ••• •• 13980 SW 252 Street, Pr nceton, 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 (IJR) HURRICANE CLIP OR EQUAL 2. FOR 1' -0" TO 9'-0" SIDE JACKS, NAIL TOP & BOTTOM CHORD WITH THREE (3) — 16D NAILS AND USE USP HCPL (L/R) HURRICANE CLIP OR EQUAL AT TOP & BOTTOM. 3. FOR COMMON JACKS 5' -0" TO 7' -0 ", USE USP CLPBF BUTTERFLY HANGER OR EQUAL ON BOTTOM CHORD AND NAIL TOP CHORD WITH THREE (3) — 16D NAILS AND USE USP HCPL (L/R) HURRICANE CLIP OR EQUAL AT TOP 4. FOR COMMON JACKS 9'-0" TO 11%0", USE USP MD 26 HANGER OR EQUAL 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. Mabround Z elf 'a, P. Consurdng Eti&teen �— - 13901 S.W. l02 Ave. 02 444 MiNni, Plod& 33176 I • Mont t ' r3- 151.2428 Frf 303435-4248 FtQri ? et ai0 1 gr,1001ina Limy. a No. 36921 6 :A impogrIF 14PM@ 698 / BUTTERFLY HANGER - (CLPBF) - PRODUCT CODE GAUGE • •• •• • ••• I) • • I �� • $1 , QG° I �. THOMAS A. KOLDEN, P.C. CIVIL NUMBER FL050899 DIMENSIONS FASTENERS ALLOWABLE LOADS W H HEADER JOIST DOWNWARD 6d 8d CLPBF' 18 • 1 9/16 • 3 • 12 • 3 , 815 • B15 • - 12 • 6 • 815 • • 815 . CLPBF. 3 18 • 2 5/8 • 2 112. 12 • 6 . 815 • T#15 • PRODUCT RENEWED 6p1'ANCBN°. Q 9.--'0%02. 9.--'0%02. 9.--'0%02. +o AOC 1.o 1 EEXPMATION F 4 CONTROL BU11D1N0-CODB 1> GENERAL_ NOTES. •••• THE APPROVED PRODUCTS SHALL BE MADE OF STEEL CONF�tMING TO ASTM A653 5 q11� • OUALr• • • • GRADE 33 (MIN. YIELD 33 KSI) AND A MINIMUAM GALVANIZED GOADING OF•G60 PER ASI'AI A924. • • 2) FASTENERS ARE COMMON WIRE NAILS UNLESS OTHERWISE NOTED • • • • • • • • • • •) • i••••• 3) ALL 1.1.14.TAL) AS10■18 S4ALL@,t m.o. istets.t.sa.onoc.t i�1kA0R4s1FBf rAttS'IS11ST 1•,16 Tula 110rm50P_AEtEP?AI ILAAP TUB- L-1 P14, CACilLB..._9P,C3)C•Ii!P. -o.2, ' 4 S. , .. • 4) ALLOWABLE LOADS ARE BASED ON THE NATIONAL DESIGN SPECTFItZTTON •• AR WOOD CONSTRUCTION .• • 1991 EDITION 6 1993 ERRATA. FOR SOUTHERN PINE (St! 0.55 OR BE=TTV)•AND TEST F•RFOIRIANCE IN ACCORDANCE WITH ASTM D -1761. • • • • • 5) ALLOWABLE LOADS FOR WIND UPLIFT HAVE ALREADY BEEN INCRERSEBIB* A DURATION 1.043 OF 33X AND NO OTHER INCREASE IS ALLOWED. • • •• •• •••••• • • • • • •••• • • •••• • •••• • • FUR OFFICE USE APPEND AS COUPON VATII Ad • SCUM RO A WWI DATE ,1.. -∎ • it UNITED STEEL PRODUCTS CO 703 ROGERS DRIVE MONTGOMERY MN 56069 WO OD CONNECTORS DATE. ': 1LRI1t _ DRAWING NUMBER. gVIE SHEET NUMBER+ - -LLF L- • •• •• • ••• I) • • I �� • $1 , QG° I �. THOMAS A. KOLDEN, P.C. CIVIL NUMBER FL050899 PRODUCT CD. re MIMI BUILDING CODE COA►AAACE egIta ACCEPTANCE R1Lr6 —AO1 S 02, ACCEPTANCE NO.: 02- 0102.05 EXPIRES: 02/15/2007 • • • •• • • • PRODUCT CODE STEEL GAUGE DIMENSIONS lain.) DIMENSIONS Ctn.) FASTENER SCHEDULE ALLOWABLE LOADS Clbs.) ALLOWABLE LOADS Ctbs.) W 0 H HEADER 3 A HEADER JOIST UPLIFT DOWN JUS24 + UPLIFT HJC26 • 12 ■ 5 7/8• 5 3/8 ' 3 1/4 1 3/4 C16) l6d C12) 1841 • 2245 • 1550 • HJC213' 12 ' 5 7/8' 6 3/4 • 3 1/4 1 3/4' C20) 1601 Cl4) 10d • 2805 • 2015 • 1 Published toad Is for total of hip at 45 degrees and Jack at 90 degrees combined. • 2 Minlnun header thickness shot be 2 Inches Par 1601 nails. • 3 Allowable DOWN load Usted Is at 1005 Duration of Load. • TYPICAL HJC INSTALLATION PRODUCT CODE STEEL GAUGE DIMENSIONS lain.) FASTENER SCHEDULE ALLOWABLE LOADS Clbs.) W H 0 A HEADER JOIST DOWN UPLIFT JUS24 + 18 • 1 9/16. 3 1/8 . 1 3/4 1 • C4) 10,1.' C2) 10d • 645 • N/A • JUS26 18 • 1 9/16. 4 13/16 1 3/4 1 • C4) 10d ' C4) 10d • 840 ' 860 . JUS28 • 18 , 1 9/16. 6 11/1671 3/4 1 • C6) 10d • C4) 10d ' 1065 • 860 • JLIS2f0 • 18 i 1 9/16' 7 13/16 13/4 1 • t8) 10tl• C4) 10d • 1290 • 860 ' 1 Specified Joist nails shall be Installed at 30 to 45 degrees horizontally such that they • penetrate through the end of the Jalst and Into the header. 2 Minimum header thickness shalt be 1 3/4 Inches for 10d nails. ' 3 Allowable DOWN load Usted is at 1005 Duration of Load • 4 Uplift Loads Usted as N/A had uplift capacity less than the required 700 potnds. TYPICAL JUS INSTALLATION / GENERAL NOTES 1) STEEL SHALL CONFORM TO ASTM A653, STRUCTURAL GRADE 33t U.D.N. AND A MINIMUM GALVANIZED COATING OF 0 -60 2) FASTENERS ARE COMMON WIRE NAILS UNLESS OTHERWISE NOTED' 3) ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED 8. A SHORT TERM DURATION FACTOR OF 335 FOR WIND LOAD CONDITION. NO FURTHER INCREASE 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 d 1993 ERRATA, FUR SOUTHERN YELLOW PINE CGS 0.95 OR BETTER) 1 TEST PERFORM IN ACCORDANCE WITH ASTM 01761 FHt4C 1n:T' °•�D ifaeracka UNITED STEEL PRODUCTS CO 703 ROGERS DRIVE MONTGOMERY MN 55069 FACE MOUNT JOIST HANGERS DATE ■ _9261060_ DRAWING NUMBER' l t ilagj /.D. SHEET NUMBER • • • • • ••*• • 410 :Y. /f � •••• • • •••• •• • • .• • ct • ,. • • • .er -ogz 44 •• •• •• • ••• -•• • • THOMAS A. KOLDEN, P.E. CIVIL NUMBER FL050899 NOA No: 06- 0601.03 Expiration Date: June 04, 2007 Approval Date: July 20, 2006 Ol -t 3'y7•o¢ •••••• • • • •••••• • • •••••• • • •••••• • ••••• •••••• • • • •••••• • • •.•••• • • HCPL LONG TIE HURRICANE ANCHOR (L /R) CSTUD APPLICATION) PRODUCT CODE GAUGE FASTENERS ALLOWABLE LOADS RAFTER PLATE STUD LATERAL UPLIFT 133% Al A2 6d 8d HCPLCL /R) 20 4 4 4w 180 60 400 510 BI STUD APPLICATION GENERAL NOTES 1) THE APPROVED PRODUCTS SHALL BE MADE OF STEEL CONFORMING TO ASTM A653 STRUCTURAL AUALITY GRADE 33 (MIN YIELD 33 KSI) AND A MINIMUM GALVANIZED COATING OF 660 PER ASTM A924. 2) FASTENERS ARE COMMON WIRE NAILS UNLESS OTHERVISE NOTED 3) THE USE OF (2) ANCHORS INSTALLED DIAGONALLY ACROSS FROM EACH OTHER OR BACK -TO -BACK IN ORDER TO ACHIEVE A MINIMUM ALLOWABLE UPLIFT OF 700 LBS. SEE DETAIL A. 4) ALL INSTALLATIONS SHALL BE DONE IN ACCORDANCE VITH THE MANUFACTURERS INSTRUCTIONS, THIS NOTICE OF ACCEPTANCE AND THE APPLICABLE SECTIONS OF THE SOUTH FLORIDA BUILDING CODE. 5) ALLOWABLE LOADS ARE BASED ON THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 1991 EDITION 6 1993 ERRATA. FOR SOUTHERN PINE CSG =O.55 OR BETTER) AND TEST PERFORMANCE IN ACCORDANCE VITH ASTM D -1761. 6) ALLOWABLE LOADS FOR WIND UPLIFT HAVE ALREADY BEEN INCREASED BY A DURATION LOAD OF 331 AND NO OTHER INCREASE IS ALLOWED. TIES INSTALLED BACK -TO -BACK DETAIL A TIES INSTALLED DIAGONALLY TOP PLATE •••• • • •••• •••••• • • • • • •• • • �•• •• •• ••NODUCTRENEWED ••••• 'ANCEN461rato.6. • • • r1. ^ ••••• ON DATEELLl t6 \ • • •••••• • • • •••• • • • • • • •••••• FOR OFFICE USE • A..dtH) CO�P1Cf�6 SDDTN HOER : it '':';,'; GATE i 1 _�.,..1 1 IT - UNITED STEEL PRODUCTS CO 703 ROGERS DRIVE MONTGOMERY MN 56069 WOOD CONNECTORS DATE. __9q!12CIL_ DRAWING NUMBER. __c@,1.C7L -..- SHEET NUMBER. __LOLL_ • • •••• • • • • ••• • • • • • • • • \ a� �, O THOMAS A. KULDEN, P.E. CIVIL NUMBER FL *506199 ;.,!i^ !il.. 'Il 6DI1fNH Wan DMA ...: ACCEPTANCE NO.: 02- 0102.06 EXPIRES: 01/11/2007 • ••••• • RT RAFTER TIE SERIES 14 GAUGE Product Code Dimension L Fasteners 18d Allowable Load Down 100% Uplift 133% RT8 8" 8 340 --- RT10 10" 8 466 6 RT12 12" 8 456 --- RT14 14" 10 666 755 RT18 16" 12 680 905 RT18 18" 14 796 1020 RT20 20" 16 905 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 R734 34" 18 1020 1020 R728 38" 18 1020 1020 RT38 38" 18 1020 1020 RT40 40" 18 1020 1020 RT44 44" 18 1020 1020 RT48 48" 18 1020 1020 TA /TAR TRUSS ANCHOR SERIES 14 GAUGE GENERAL NOTES 1) STEEL SHALL CONFORM TO ASTM A653 STRUCTURAL GRADE 331 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 0. 0993 ERRATA, FOR SOUTHERN YELLOW PINE (G= 0.55 OR BETTER) 8 TEST PERFORMED IN ACCORDANCE WITH ASTM D1761 Product Code Dimension Length Fastener 10d x 1.6" Allowable Load Uplift LI L2 TAI2ITA12R 12" 6 -- 216 246 TA14ITA14R 14" 6 830 216 245 TA18ITA18R 10" 8 830. 215 246 TA181TAI8R 18" 7 970 215 345 TA20ITA2OR 20" 9 1040 215 346 TA221TA22R 22" 10 1166 255 345 TA24/1A24R 24" 11 1270 266 346 1) Number of fasteners shall be equally divided between rafter and stud 2) Penetration Is assumed to be 1 112" Into wood 2) 3) 4) 6) • • • • •• •• • • •••• ••• • ••• ••• • 0099 •• • • • • •• • •• • • • • • •••• • LI are loads applied parallel to bearing wall L2 are loads applied perpendlcuiar to bearing wall ' Mnimum embedment of ties 4" "i► • Allowable loads for uplift ,L1 and 12 are riot to • be combined • • •l•A R MNmum Hall penetration Ib" APPROVED As 00111111k0 8rtB 7116 SOUTH FLORIDA 1111111160 tH DATE NO pet r�s BY PHOBDihCB@PiRbl. DIRF310i RDILDIRo CODE COW/UAW OMR ACCEPTARCE 11o.Of- 0412.x$ • SOO ••• TF; •� • •••••• • • • • • • • • • UNITED STEEL PRODUCTS COMPANY 703 ROGERS DRIVE. MONTGOMERY. MN 58069 PHONE (507) 364 -7333 RT AND TA SERIES wYC, 10/06/00 THOMAS ALLEN KOLBEN PROFESSIONAL ENGINEER (CIVIL) FLORDIA REG. MO. 50999 1 1 MDADE ACCEPTANCE NO.: 01- 0912.05 EXPIRES: 10/09/2008 • r GENERAL NOTES Trusses are not marked in any way to Identify the frequency or location of temporary bracing. Follow the recommendations for handling, installing and temporary bradng of trusses. Refer to @CSI 1 -03 Guide to Good Practice for Handling. Installs g & Bradng of Metal Plate Connected Wood Trusses for more detailed information. Truss Design Drawings may specify locations of permanent bradng on individual compression members. Refer to the AC.SI -B3 Summary u-uri 'rut_rer. ;r•_•i�1.b- -� Reinforcement for more information. All other permanent bradng design is the responsibility of the Building Designer. BCSI-111 SUMMARY SHEET •• NOTAS GENERALES Los trusses no estan marcados de ningCin modo que identifique la frecuenda o localizad6n de los arriostres ( bradng) temporates. Use las recomendadones de manejo, instalad6n y arriostre temporal de los trusses. Vea elgllleto • )SCSI 1 -03 Gufa de Buena Practice pars el Manejo. Instalael6n • ; v Arriostre de los Trusses de Madera Connectalos ton • Placas de Metaloara pars mayor Information. • • • • • �1AI� E I4N — LEVANTAMIENTO A MANO Los dibujos de dtsedo de los trusses pueden especflcar las localizadones de los arriostres permanentes en los miembros Individuates en compresi6n. Vea la hoja =hen • • BCSI -B3 care loss aryl nemlanentes y refuerzos de lo• • _ ?– • • •s eAe ••• msembms secundados webs') pars mayor informad6n.•EI 101€ NG'- 3EtantrAM1hiTo • resto de arriostres permanentes son la responsabilidad der • • •IoIAea!'t t A jp position with p�1e erection equipment until temporary bracing Is installed and Dlseflador del EdMdo. - • • I I trust i•5 fast 1ecito Ob•tsarMg,points. • S`russes 20' or less support at peak. • •def plc• lo! trusses de :0 pie: tienoy . Trusses up to 20' -, Trusses hasty 20 pies GUIDE FOR HANDLING, INSTALLING AND BRACING OF METAL PLATE CONNE QTrusses 30' or less, support at quarter points. Levante de los cuartos de tramo los trusses de 30 pies o menos. Trusses up to 30' _* Trusses hasta 30 pies ® The consequences of Improper handling, Installing and bracing may be a collapse of the structure, or worse, serious personal Injury or death. El resultado de un manejo, instalacl6n y arriostre Inadecuados, puede ser l8 cafda de la estructura o aim peer, muertos o heridos. Banding and truss plates have sharp edges. Wear ® groves when handling and safety glasses when cutting banding. Empaques y places de metal tienen bordes afllados. Use guantes y lentes protectores cuando torte los empaques. HANDLING - MANE)O QAllow no more than 3" of deflec- tion for every 10' of span. L No permita mas de 3 pulgadas de pandeo por cada 10 pies de tramo. Q Use special care In windy weather or near power lines and airports. Spreader bar for truss bundles Utilice cuidado especial en digs ventosos o cerca de cables electricos o de aeropuertos. QPick up vertical bundles at the top chord. Levante de la cuerda superior los grupos verticales de trusses. ONE WEEK OR LESS MORE THAN ONE WEEK QBundles stored on the ground for one week or more should be raised by blocking at 8' to 10' on center. Los paquetes almacenados en la tierra por una semana o mas deben ser elevados con bloques a cada 8 0 10 pies. QFor long term storage, cover bundles to pre- vent moisture gain but allow for ventilation. Para almacen - amiento por mayor tiempo, cubra los paquetes para prevenir aumento de humedad pero permita ventilation. Check banding prior to moving bundles. 0 Avoid lateral bending. Revise los empaques antes de mover los paquetes de trusses. — Evite la flexion lateral. Do not store unbraced bundles upright. No aimacene verticalmente los trusses sueltos. Do not store on uneven ground. No almacene en terra desigual. Sostenga cada truss en position con la grim hasty que el arrlostre temporal este instalado y el truss asegurado en los soportes. Do not lift trusses over 30' by the peak. No Levante del pico los trusses de mas de 30 pies. HOISTING RECOMMENDATIONS BY TRUSS SPAN RECOMMENDACIONES DE LEVANTAMIENTO POR LONGITUD DEL TRUSS Tagline Toe -in Tagllne BRACING FOR THREE PLANES * R0GE; •;• ; EL ARRIOSTRE EN TRES PLANOS DE TECHO RIThis bracing method Is for all trusses except 3x2 and 4K2 parade ?rjiord tru•sst5• • • • • • • Este metodo de arriostre es pars todo trusses excepto r;jereas aararla03x2 y 42. • • • • • • • • • 1) TOP CHORD — CUERDA SUPERIOR • • • ••• ••• Greater than 30' Mas de 30 Dies 60° or less \ Spreader bar_ -__. Spreader bar 1/2 to 2/3 truss length i :- :ase.'•E F 00..0 A 00 0100 Approx. 1/2 truss length TRUES ''c0 b0 TO 30' T I.9- USSF_s s10STA 300 PIES T oe-in Locate Spreader bar above or stiffback mid - height 1 Attach 10' o.c. max. < Truss Span Longltud de Tramo Top Chord Temporary Lateral Brace (TCTLB) Spadng Espadamiento del Arriostre Tenl4ral de la= Cued = Superior Up to 30' Haste 30 pies • 10' o.c. max.• • 10 pies mixdlto • • 30' to 45' 30 a 45 pies 8' o.c. Mex. 8 pies maxihht • • • • " • • • • 45' to 60' 45 a 60 pies 6' o.c. max. 6 pies maxim° 60' to 80'* 60 a 80 pies* 4' o.c. max. 4 pies maxim° *Consult a Professional Engineer for trusses longer than 60'. *Consulte a un Ingenie o pars trusses de mas de 60 pies. See BCSI -B2 for TCTLB options. Vea el BCSI -B2 pare las opciones de TCTLB. Q Refer to SCSI -B6 Summarv_Sheet - Gable End Frame Bracing. Vea el resumen BSSI -B6 - Arriostre del truss terminal de un techo a dos Sguas. BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES R ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3x2 Y 4x2 ® Refer to @ci- 7 Summary Sheet • - Temporary and • :Permanent Bracing • efor Parallel Chord • Chases for more • Information. • • •• • • • • • • Repeat diagonal braces. Repita los arriostres diagonales. Set first five trusses with spacer pieces, then add diagonals. Repeat process on groups of four trusses until all trusses are set. Instale los cinco primeros trusses con espaciadores, luego los arriostres diagonales. Repita este procedimiento en grupos de cuatro trusses hasta que todos los trusses esten instalados. 2) BOTTOM CHORD — CUERDA INFERIOR Lateral braces 2x4x12' length lapped over two trusses. • •• Vea el resumen 5CSI -B7 - Arrlostre temporal v permanente ie The end diagonal trusses de cuerdas brace for cantilevered paralelas para mayor trusses must be placed Information. on vertical webs In line with the support. Maximum lateral brace spacing 10' o.c. for 3x2 chords 15' o.c. for 4x2 chords Diagonal braces every 15 truss spaces (30' max.) Lateral brad 2x4x12' length lapped over two trusses. INSTALLING - INSTALACION RiTolerances for Out -of- Plane. — Tolerancias para Fuera -de- Plano. Length —' Max. Bow Max. Bow 1 �4.-- Le --- Le reu 1 Max. Bow QTolerances for Out -of- Plumb. Toleranclas para Fuera- de- Plomade. D/50 max D /50 D (ft.) 1/4° 1' 1/2° 2' 3/4° 3' 1° 4' 1 -1/4° 5' 1 -1/2° 6' 1 -3/4° 7' 2° z 8' CONSTRUCTION LOADING — CARGA DE CONSTRUCCION QDo not proceed with construction until all bracing is securely and properly in place. No proceda con la construction hasta que todos los arriostres esten colocados en forma apropiada y segura. Do not exceed maximum stack heights. Refer to 13CSI -B4 Naf summary Sheet - Construction Loading for more information. No exceda las maximas alturas recomendadas. Vea el restimen J3CSI -B4 Carga de Construction para mayor informadon. Max. Bow 3/4° 7/8° 1' 1 -1/8° 1 -1/4° 1 -3/8° 1 -1/2° 1 -3/4° 2° Le Length 12.5' 14.6' 16.7' 18.8' 20.8' 22.9' 25.0' 29.2' 233.3' Maximum Stack Height for Materials on Trusses Material Helght (h) Gypsum Board 12" Plywood or OSB 16" Asphalt Shingles 2 bundles Concrete Block 8" Clay Tile 3-4 tiles high • Do not overload small groups or single trusses. No sobrecargue pequefios grupos o trusses individuates. Q Place loads over as many trusses as possible. Coloque las cargas sobre tantos trusses como sea posible. Position loads over load bearing walls. Coloque las cargas sobre las paredes soportantes. ALTERATIONS — ALTERACIONES ® Refer to )3CSI -B5 Summary Sheet - Truss Damage. 3obsite Modifications and Installation Errors. Vea el )men BCSI -B5 Danos de trusses. Modificadones en la Obra v Errores de Instalation. Tagllne - Spreader bar 2/3 o 3/4 truss length !G'3es up 00 AND 0000 00' n 01150 PUSS BRACING - ARRIOSTRE ®Refer to )SCSI -B2 Summary Sheet - Truss Installa- tion and Temporary Bracing for more Information. Vea el restimen BCSI -B2 - Instaladbn de Trusses v Arriostre Temporal pars mayor informed6n. Do not walk on unbraced trusses. No camine en trusses suettos. QLocate ground braces for first truss directly in line with all rows of top chord temporary lateral bracing. Coloque los arriostres de tierra para el primer truss directamente en linea con cada una de las files de arriostres laterales temporales de la cuerda superior. Brace first truss well before erection of additional trusses. FPI PRI Diagonal braces every 10 truss spaces (20' max.) 10' -15' max. Some chord and web members not shown for clarity. 3) WEB MEMBER PLANE — PLANO DE LOS MIEMBROS SECUNDARIOS Top Chord Temporary Lateral Bradng (TCTLB) Web members � 1`�' - \ :::.ti `; . 41::„.+:,-- `\L� ,,..%,,z ``` Diagonal braces every 10 truss spaces (20' max.) 10' -15' max. same spadng as bottom chord lateral bradng Some chord and web members not shown for clarity. DIAGONAL BRACING IS VERY IMPORTANT O iEL ARRIOSTRE DIAGONAL ES MUY IMPORTANTE! Ak QDo not cut, alter, or drill any structural member of a truss unless specifically permitted by the Truss Design Drawing. No torte, altere o perfore ningiin mfembro estructural de los trusses, a menos que este especiflcamente permittdo en el dibujo del diseflo 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 una autorizaden previa del Fabricante de Trusses, pueden redudr o eliminar la garantfa del Fabricante de Trusses. NOTE: The Tres Manufacturer and Truss Designer must rely on the fact that the Contractor and crane operator (If applicable) are ca- pable to undertake the work they have agreed to do on a particular project The Contractor should seek any required assistance regarding construction practices from a competent party. The methods and procedures outlined are Intended to ensure that the overall construction techniques employed will put floor and roof trusses into &ice SAFELY. These recommendations for handling, Installing and bracing wood truss are based upon the collective experience of leading technical personnel in the wood truss IMusby, but must, due to the nature of responsibilities Involved, be presented Intended that these recommendations be hrtn GUIDE i ld as for by t 05 Building s c[ i� (opErection/Installation hen an Contractor. Engineer, the the Building Designer, the Erection/Installation Contractor or otherwise) for handling, Installing and bracing wood trusses and it does not preclude the use of other equivalent methods for bracing and providing stability for the walls and columns as may be determined by the truss Erection/Installation Contractor. Thus, the Wood Truss Council of America and the Truss Plate Institute expressly disclaim any responsibility for damages arising from the use, appttation, or reliance on the recommendations and information contained herein. gat TRUSS PLATE INSTITUTE 218 N. Lee St., Ste. 312 • Alexandlra, VA 22314 703/683 -1010 • www.tpinstorg WOOD TRUSS COUNCIL OF AMERICA 6300 Enterprise Lane • Madison, WI 53719 608/274 -4849 • www.woodtrus.com 131WARN13x17 20050501 PPM !I IMP 11171111111' I li ills °� 1 ills d sit l III