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RC-11-172-! Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: I NS P- 171275 Permit Number: RC -2 -11 -172 Inspection Date: March 19, 2012 Inspector: Bruhn, Norman Owner: PORTNER, TINA Job Address: 870 NE 92 Street Miami Shores, FL 33138- Project: <NONE> Permit Type: Residential Construction Inspection Type: F. Insulation Certificate Work Classification: Addition /Alteration Contractor: EJD CONSTRUCTION CONSTRACTORS & INVESTMENT CO Phone Number Parcel Number 1132060050140 Phone: (305)433-4843 Building Department Comments THE ADDITION OF 667 SQFT BEDROOM AND REDESIGN KITCHEN AND LAUNDRY ROOM Passed Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until March 19, 2012 For Inspections please call: (305)762 -4949 Page 1 of 1 r MIAMId:7tADE COUNTY BUILDING & ZONING DEPARTMENT I 1 I N.W. FIRST STREET SUITE I010 MIAMI, FLORIDA 33128 -1974 (305) 375 -2500 INSULATION CERTIFICATE BUILDING - PERMIT NO.: it -17/. PROJECT NAME: JOB ADDRESS: STATEMENT OF COMPLAINCE: We, the undersigned, hereby certify that the THERMAL INSULATION has been installed in the above referenced project, in compliance with the latest edition of the STATE OF FLORIDA ENERGY CODE, the APPROVED ENERGY CALCULATIONS, and Plans, and in accordance with good construction practice. The insulation furnished and instal led has the characteristics shown below. 1). Exterior CBS Walls Insulation: R- 5 (Min.): Material: RIGID BOARD Thickness: 5 / 8 inch(es); Density: xx lb /ft: Mfgr: _xx 2). Exterior Frame/Metal Stud W alts: R- .__� (Min.): Material: Thickness: inch(es); Density: lb /ft: Mfgr: 3). Exterior solid concrete walls: R- 5 _ ( Min. ) : Material: RIGID BOARD Thickness: 5 / 8 inch(es); Density: xx lb/ft: Mfgr: xx 4). Interior walls separating A/C from non -A /C spaces insulation: R- Material: ; Thickness: inch(es); Density lb /ft 5). MULTI- FAMILY RESIDENTIAL CONSTRUCTION ONLY; The gOMMON (Party) walls Separating different tenants•shall be insulated as follows: FRAME/METAL STUD WALLS R- 1 1(MIN j'CBS or Concrete walls R -3 (Min.) by Energy Code requirements. See ENERGY CODE Rev. r 1/87, paragraph 9032 (b), on page 9 -17, latest edition. These "minimum levels of insulation' , are not included in the Energy Calculations, but shall be installed in the field. 4). Above deck type ROOF INSULATION: R- (Min.) Material: Thickness: inch(es); Density: lb /ft: Mfgr: 7), Ceiling insulation: R- 3 0 (Min.); Material: Thickness: 10" inch(es); Density: xx NOTE- 4ensities pf sprayed -on, loose fill, or any other comp ed -on -site insulation =! 1 be the P.C.F (lb/ft3) average of three (3) "DRY SAMPLES" of ac installed, n. BATT lb /ft: Mfgr: xx Installed by C & F INSULATION Insulation Company Name .Insulation Contractor CC #: 16643 0.C./Builder. Company Name Building Contractor CC# . Insulation Contractor Signature Certified on: 1 3 — 3 —12 Date G.C./Builder's Signature Certified on: Date re MIAMIDADE COUNTY BUILDING & ZONING DEPARTMENT 1 1 1 N.W. FIRST STREET SUITE 1010 MIAMI, FLORIDA 33128-1974 i 305) 375 -2500 INSULATION CERTIFICATE BUILDING PERMIT NO.: /1: / 7 .__ _._.... PROJECT NAME: JOB ADDRESS: 2 1 . . STATEMENT OF COMPLAINCE: We, the undersigned, hereby certify that the THERMAL INSULATION has been installed in the above referenced project, in compliance with the latest edition of the STATE OF FLORIDA ENERGY CODE, the pr PROUD ENERGY CALCULATIONS, and Plans, and in accordance with good construction practice. The insulation furnished and installed has the characteristics shown below. 1). Exterior CBS Walls Insulation: R- 5 (Min.): Material: RIGID BOARD Thickness 5 /8 inch(es); Density: xx lb /ft: Mfgr: xx 2). Exterior Frame/Metal Stud Walls: R- . (Min.): Material: Thickness: inch(es); Density: lb /ft: Mfgr: 3). Exterior solid concrete walls: it- 5 (Min.): Material: RIGID BOARD Thickness: 5 / 8 inch(es); Density: xx lb /ft: Mfgr: xx 4). Interior walls separating A/C t'roin non -A /C spaces insulation: R- Material: ; Thickness: inch(es); Density lb /ft WULTI-FAMILY RESIDENTIAL CONSTRUCTION ONLY; The COMMON (party) walls Separating different tenants. shall be insulated as follows: FRAME/METAL STUD WALLS R- I 1(1141N ): cps or Concrete walls R -3 (Min.) by Energy Code requirements. ,See ENERGY CODE Rev. 1/87, paragraph 903.2 (b), on page 9 -17, latest edition. These "minimum levels of insulation" , are not included in the Energy Calculations, but shall be installed in the field. O. Above desk type ROOF INSULATION: R- (Min.) Material: Thickacssi, inch(es); Density: lb /ft: Mfgr: 7). Ceiling nsuJation: R- 3 0 (Min.); Material: BATT Thickness: 1 p "i inch(es); Density: xx lb /ft: Mfgr: xx J). NOTE- Dieaaities pf sprayed -un, loose till, or any other composed -on -site insulation s -11 be the (lb/f33) average of three (3) "DRY SAMPLES" of ac•,,a' in //stalla LATION �._I�,,L�' Installed by: I & F INSU °re- u !ion C rretor Signal Insulation Company Name • Insulation Contractor CC #: 16643 Certified on: 1 3 — 3 —12 Date 0.C./Builder: Company Name Building Contractor CC# C.C./Builder's Signauue Certified on: Date Permit Number: RC -2 -11 -172 I Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 155478 Inspection Date: March 19, 2012 Inspector: Bruhn, Norman Owner: PORTNER, TINA Job Address: 870 NE 92 Street Miami Shores, FL 33138- Project: <NONE> Permit Type: Residential Construction Inspection Type: F. Termite Letter Work Classification: Addition /Alteration Contractor: EJD CONSTRUCTION CONSTRACTORS & INVESTMENT CO Phone Number Parcel Number 1132060050140 Phone: (305)433 -4843 Building Department Comments THE ADDITION OF 667 SQFT BEDROOM AND REDESIGN KITCHEN AND LAUNDRY ROOM Passe.• Inspector Comments IP'‘,1 - Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until March 19, 2012 For Inspections please call: (305)762 -4949 Page 1 of 1 eke.N& s4:.. Certificate of Compliance for Termite Protection As required by Florida Building Code (FBC) 1816.7) Krypton Pest Control Co. 2215 West 78th. St., Hialeah, FL 33016 Dade: (305) 828 - 2999 / Broward: (954) 779 -1535 R70 N 1 _ 92 STREET MTAMT, PT, 33138 Address of treatment or Lot/BIIc# of treatment SOIL BARRIER Method of termite treatment - soil barrier, wood treatment, bait system, other (describe) The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services. Au o ized Signature Permit Number: RC -2 -11 -172 I Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 171276 Inspection Date: March 19, 2012 Inspector: Dacquisto, David Owner: PORTNER, TINA Job Address: 870 NE 92 Street Miami Shores, FL 33138- Project: <NONE> Permit Type: Residential Construction Inspection Type: Declaration of Use Work Classification: Addition /Alteration Contractor: EJD CONSTRUCTION CONSTRACTORS & INVESTMENT CO Phone Number Parcel Number 1132060050140 Phone: (305)433 -4843 Building Department Comments THE ADDITION OF 667 SQFT BEDROOM AND REDESIGN KITCHEN AND LAUNDRY ROOM C" 34///1 Passed Inspector Comments Fal Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until March 19, 2012 For Inspections please call: (305)762 -4949 Page 1 of 1 DOCUMENT COVER PAGE For those documents not providing the required space on the first page, this cover page must be attached. It must describe the document in sufficient detail to prohibit its transference to another document An additional recording fee for this page must be remitted. 111111111111111111111111111111111111111111111 CFN 2012R0191713 OR Bk 28037 F`9s 4363 - 4364; (2pss) RECORDED 03/16/2012 14:17:00 i HARVEY RUVIH: CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA (Space above this line reserved for recording office use) Document Title: be C-tO &U°-GO r) O f use (Mortgage, Deed, Construction Lien, Etc.) Executing Party: Teo( e ( j ece r 0 y'1 Legal Description: (If Applicable) As more fully described in above described document. Return Document To / Prepared By: F.S. 695.26 Requirements for recording instruments affecting real property— (Relevant excerpts of statute) (1) No instrument by which the title to real property or any interest therein is conveyed, assigned, encumbered, or otherwise disposed of shall be recorded by the clerk of the circuit court unless: (e) A 3 -inch by 3 -inch space at the top right -hand corner on the first page and a 1 -inch by 3 -inch space at the top right -hand comer on each subsequent page are reserved for use by the clerk of the court... CLK/CT 155 Rev. 04/11 fi % ss.4 0fi OR. BK 28037 PG 4364 LAST PAGE Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 PREPARED BY: DECLARATION OF US KNOW ALL MEN BY THESE PRESENTS: � WHEREAS, the undersigned lc r1 ct, &c i ( trn is/are the fee simple owner(s) of the following described property ("Property") situated and being in Miami Shores Village, Florida: Lots) Block of (Subdivision), according to the plat thereof;it recorded in the Plat Book-- Page of the Public Records of Miami -Dade County, Florida, (address) S 70 4J 9, ST: . t a Ai. 5hvf6nd� I WHEREAS, the undersigned owner(s) have sought certain development approval from Miami Shores and are providing this document in consideration thereof and to induce the Village to grant same: NOW, THEREFORE, for good and valuable consideration, the receipt and sufficiency of which is acknowledged, the undersigned do(es) hereby declare and agree: 1. That the Property will not be used in violation of any ordinance of Miami Shores Village or Miami -Dade County now in effect or hereinafter enacted. 2. That the property will be used for a single family residence only. 3. That he/she will not convey or cause to be conveyed the title to the above property without requiring the successor in title to abide by all terms and conditions set forth herein. FURTHER, the undersigned declare(s) that this covenant is intended and shall constitute a restrictive covenant concerning the use, enjoyment and title to the above Property and shall constitute a covenant running with the land and shall be binding upon the undersigned, his/her successors and assigns and may only be released by Miami Shores Village, or its successors, in accordance with the codes, rules and regulations of said Village then in effect ,�/f r hand(s) and seal(s) to be affixed hereto on this f G day of Art C►^ , IN WITNESS WHEREOF, the undersigned has/have caused 201, WITNESS(ES) Signature and Print Signature and Print STATE OF FLORIDA COUNTY OF MIAMI -DADE Signature and Print I HEREBY CERTIFY that on this day personally appeared before me —17/148L i '18— 0 who is personally known to me or has produced (type of identification) as identification and he/she acknowledge that he/she executed the foregoing, freely and voluntarily, for purposes therein expressed. SWORN T• ' S B R E My commission expi 1 RACUEL A. SCARBOROUGH Notary Public - State of Florida , My Comm. Expires Oct 16, 2015 Commission # EE 132379 • Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 171274 Permit Number: RC -2 -11 -172 I Inspection Date: March 19, 2012 Inspector: Bruhn, Norman Owner: PORTNER, TINA Job Address: 870 NE 92 Street Permit Type: Residential Construction Inspection Type: Survey Final Work Classification: Addition /Alteration Miami Shores, FL 33138- Phone Number Parcel Number 1132060050140 Project: <NONE> Contractor: EJD CONSTRUCTION CONSTRACTORS & INVESTMENT CO Phone: (305)433 -4843 Building Department Comments THE ADDITION OF 667 SQFT BEDROOM AND REDESIGN KITCHEN AND LAUNDRY ROOM 5 3/ -I /111 Passed fly RAIId Inspector Comments -- Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until March 19, 2012 For Inspections please call: "(305)762 -4949 Page 1 of 1 10047701 i41P Scale: 1" = 100' - --- N:E - - -- 92nd - -iEET 0 NORTH 50.00' 50.00' 50.00' 140.00' cri 0 (J1 0 o r x.00% / 50.00' 50.0 fr///i�= c 8 c 7 c 6 #20 °!,., 0 Mir g g g g g 19 20 21 22 23 24 25 26 25' I c+i CEW DESCSeIP77ON FOLIO: 11- 3206 - 005 -0140 LOT 3 AND THE EAST 1/2 OF LOT 4. BLOCK 2, " GOLDEN GATE PARK ADDITION °, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 6, AT PAGE 130, OF THE PUBLIC RECORDS, OF MIAMI —DADE COUNTY, FLORIDA. P'OPEeff? ?Offal: 870 N.E. 92nd STREET, MIAMI, FLORIDA 33138 FLOOD ZONE: X OfF/ Fym- TINA PORTNER COMMUNITY: 120652 BA1 LoFOl ul: 09 -11 -2009 SUFFIX: L Weitetft 1) LEGAL DESCRIPTION PROVIDED BY OTHERS. 2) EXAMINATION OF THE ABSTRACT OF THE TITLE WILL HAVE TO BE MADE TO DETERMINE ABa.PE�/Ar/DNSANDlE�END. RECORDED INSTRUMENTS, IF ANY, AFFECT THIS PROPERTY. 3) THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENT OR OTHER RECORDED ENCUMBRANCES NOT SHOWN ON THE PLAT. 4) UNDERGROUND PORTION OF FOOTING, FOUNDATIONS OR OTHER IMPROVEMENTS WERE NOT LOCATED. 5) ONLY VISIBLE ON ABOVE GROUND ENCROACHMENTS LOCATED. 6) WALL TIES ARE THE FACE OF THE WALL 7) FENCE OWNERSHIP NOT DETERMINED. 8) BEARINGS REFERENCED TO UNE NOTED AS B.R. 9) BOUNDARY SURVEY MEANS A DRAWING AND /OR GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND /OR NOT TO SCALE. 10) NO IDENTIFICATION FOUND ON PROPERTY CORNERS UNLESS NOTED. 11) NOT VAUD UNLESS SEALED WITH THE SIGNINGS SURVEYORS EMBOSSED SEAL. 12) DIMENSIONS SHOWN ARE PLAT AND MEASURED UNLESS OTHERWISE SHOWN. 13) ELEVATIONS IF SHOWN ARE BASED UPON N.G.V.D. 1929 UNLESS OTHERWISE NOTED. —OH- 14) THIS IS A BOUNDARY SURVEY UNLESS OTHERWISE NOTED. QQ 15) THIS BOUNDARY SURVEY HAS BEEN PREPARE FOR THE EXCLUSIVE USE OF THE ENTITIF® NAME HEREON. THE CERTIFICATIONS DO NOT EXTEND TO ANY UNNAMED PARTIES. 16) BENCHMARK: N -800 ELEVATION: 9.34 FEET LOCATION: N.E. 96th STREET & U.S. HWY # 1 A/C CONC. (M) (R) R/W Q U.E P.B. PG. —0— Ciellf,c,ir�oN SURVEYOR'S CERTIFICATION: I HEREBY CERTIFY THAT THIS "BOUNDARY SURVEY" IS A TRUE AND CORRECT REPRESENTATIO OF A SURVEY PREPARED UNDER MY . i' CTION. THIS C' MP i �' THE MINIMUM TECHNICAL STAND s' , AS SET FORTH THE 'ATE OF FLORIDA BOARD OF PROFESSION YORS AND y ER i �� HAPTER 61G17-6, FLORIDA ADMINI ! /I E PURSUANT Tye , CTI �., •' 472.027, FLORIDA STATUTES. FOR THE FIRM No. 5101 -STATE OF FLORIDA N VALID OU UTH a 11C r - ONIC SIGNATURE AND AUTHENTICA a� ELE %� - ONIC SEAL AN I /OR THIS MAP IS NOT VALID WITHOUT THE SIGN ' RE AND THE ORIGINAL RAISED SEAL OF A LICENSE SURVEYOR AND MAPPER. =DENOTES =DENOTES =DENOTES =DENOTES =DENOTES =DENOTES =DENOTES =DENOTES =DENOTES =DENOTES =DENOTES =DENOTES =DENOTES =DENOTES =DENOTES =DENOTES =DENOTES AIR CONDITIONING UNIT CONCRETE MEASURE RECORD RIGHT — OF— WAY CENTERLINE UTILITY EASEMENT PLAT BOOK PAGE WATER METER WOOD POWER POLE WOOD FENCE CHAIN LINK FENCE IRON FENCE OVERHEAD WIRES FOUND IRON PIPE (NO ID.) FOUND NAIL AND DISC ALL BEARINGS AND DISTANCES SHOWN HEREC RECORD AND MEASURE UNLESS OTHERWISE N N ARE DTED. ,( OI R ESP/#1291 MIND SGIPVfffir/ //VC PROFESSIONAL SURVEYOR AND MAPPER 10665 S.W. 190th STREET, SUITE 3210, MIAMI FL Rana 11157 PHONE (305) 262 -2992 FAX: (305) 971-18300-64431 80611/04R9 !GfkVff Original Date: Field date: Revision Date Drawn by. Job No. 03/15/2012 02/15/2012 R.U. SI JBJECT C1 Cr,MPI \i iC E Wi -1 1_1 _ STATE ANL) CC.IiNrfr�l_IESA'r LO Found N ::r• ::::::::::...............15 Asphalt — Paveti�t: 8iii:�:::�::.:•.: ::::.::::•::•; ............... r 25.00' Found 1/_ Iron Pipe a No Id. c N P.B. 6 - PG. 130 Lot 4 — Block 2 0 0 0 0 ............................... .................•••••••••••••• 0 16.5' Parkway 00'00" 75.00' 0 0 N 13.82' a E 0. oo4.0 3.17 0 J C O 1_ O 0 12.45` 0 0 ui 22.05' + 10.20' 0 16.50 ui 1- STORY - BUILDING Residence No. 870 22.15' o id 18.05' 9.3 + Chgin Link Fen 2.0' 25.00' 211.00' 4 high —on Wet \ x ex x x x x+ x f Nou d !, ' I S90 °00'00 "E 75.00' Found 1/2 No Id. l No Id. IpLot 23 — Block 21 Lot 24 — Block 2 " GOLDEN GATE PARK ADDITION " P.B. 6 - PG. 130 0 o 2(' 5.20' dLL o 0 CV m Found 1/2" Iron Pipe No Id. (2' N 16.45'y + 16.10' 11.73 le I 15.4'' viO 3.5' 3.5' /C Elev. 14.95' M 0 0 Co 0 0 0 z 0 V m •■ C 0' J .c C d. U1 Fou d Iron P No I . P.B. 6 - PG. 130 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 inspection Number: INSP - 160771 Permit Number: RC -2 -11 -172 Inspection Date: June 09, 2011 Inspector: Bruhn, Norman Owner: PORTNER, TINA Job Address: 870 NE 92 Street Miami Shores, FL 33138- Project: <NONE> Permit Type: Residential Construction Inspection Type: Foundation Work Classification: Addition/Alteration Contractor: EJD CONSTRUCTION CONSTRACTORS & INVESTMENT CO Phone Number Parcel Number 1132060050140 Building Department Comments THE ADDITION OF 667 SQFT BEDROOM AND REDESIGN KITCHEN AND LAUNDRY ROOM Passed, 6w..., Inspector Comments CREATED AS REINSPECTION FOR INSP- 160482. CREATED AS REINSPECTION FOR INSP- 155481. Provide compaction test and soil bearing capacity certificate. NB Provide a soil bearing capacity certificate. NB �/- Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. June 09, 2011 For Inspections please call: (305)762 -4949 Page 1 of 1 GEOTE'CHNICAL ENVIRONMENTAL HYDROGEOLOGY ASBESTOS Miami, June 3, 2011 l\\t1111el 1olArif DYNATECH ENGINEERING CORP. Mr. Eric Scarborough EJD CONSTRUCTION 1700 North East 143rd Street North Miami Beach, FL 33181 Re: Proposed Addition @ 870 NE 92nd Street Miami Shores, FL. Dear Mr. Scarborough: TESTING LABORATORIES DRILLING SERVICES INSPECTION SERVICES ROOFING Pursuant to your request, DYNATECH ENGINEERING CORP. (D.E.C.) completed a Subsoil Investigation on June 3, 2011 at the above referenced project. The purpose of our investigation was to help determine the subsoil conditions relative to foundation design of the proposed structure. A total of (2) standard penetration boring tests were performed according to ASTM -D 1586 down to an average depth of 15' below existing ground surface at the locations shown on the attached sketch only. The following graph was developed as a general condition for the subject site: (Refer to field boring logs for exact locations and soil description): Depth From To 0' -0" 0' -6" 0' -6" 2' -0" 2' -0" 4' -0" 4' -0" 15' -0" Description Topsoil and grass Gray sand w /rock fragments Tan sand wlrock fragments Tan sandy limerock Groundwater table elevation was measured immediately at the completion of each boring and was found at an average depth of 6' -0" below existing ground surface. Fluctuation in water level should be anticipated due to seasonal variations and run off as well as varying ground elevations construction dewatering and pumping activities in the area. Site contractor must familiarize himself with site conditions in the event groundwater controls and dewatering is needed. Surface flooding may result under hurricane conditions and should be taken into consideration in the design of the project. The contractor shall make sure that groundwater levels on adjacent properties are not affected due to the contractors dewatering activities. Specialty groundwater contractors shall be consulted for all work below the groundwater level. 750 West 84 Street, Hialeah, FL 33014 -3618 o Phone: (305) 828 -7499 o Fax: (305) 828 -9598 E -Mail: DAjnatech@Bellsouth.net natech @Bellsouth.net Panted on Recycled Paper Page No. 2 870 NE 92 "d Street, Miami Shores, FL. Based on our understanding of the proposed structure and our field boring logs; the following are our recommendations for foundations design. A- Strip the entire building construction areas plus 5 feet outside perimeter of all topsoil, grass and tree stumps and construction debris down to clean granular material wherever encountered (see field boring logs). B- Compact all construction areas with a heavy self propelled roller to a minimum of 95% of ASTM D- 1557 but not less than 10 passes in each direction. C- Backfill construction areas to required elevation using clean granular material placed in lifts not to exceed 12 inches in thickness and compact as indicated in items 13. Excavate footing areas only to proper depth and recompact using hand held equipment as indicated above. D- Care should be taken not use vibration in case of existing structures in the vicinity of the construction area. If vibration cannot be used for compaction, static compaction may be applied. However, in this case, the compacted layer should not exceed 6 inches in thickness. E- All construction fill material shall be clean granular soil, free of organics or other deleterious material, and shall contain no more than five percent fines passing a U.S. standard No. 200 sieve. (Classified as SW /GW). No particle size shall be greater than 3 inches. Fill material below the water table shall consist of washed gravel unless dewatering is employed. F- Verify all compaction efforts by taking an adequate number of field density tests in each layer of compacted material and in each footing pad. G- Representative samples of the on -site and proposed fill material shall be collected and tested to determine the classification and compaction characteristics. H- All Geotechnical work must be performed under the supervision of our geotechnical engineer or his representative to verify compliance with our specifications and the Florida Building Code. I- In the event of existing structures, existing footings or proposed drainage lines, provisions shall be made by the structural engineer and site contractor to protect all footings from undermining and exposure. The geotechnical engineer shall be notified of these conditions to evaluate the applicability of his recommendations. The above foundation recommendations being achieved and verified, it is our opinion that the proposed structures be designed for a shallow foundation system with a permissible soil bearing pressure not to exceed 3000 P.S.F. 2 Page No. 3 870 NE 92nd Street, Miami Shores, FL. Slabs placed upon compacted fill may be designed using a modulus of subgrade reaction value of 200 pci. The following soil parameters shall be used for retaining wall designs: Soil unit weight moist: 110 pcf. Buoyant: 60 Pcf. Angle of internal friction : 30° Earth pressure coefficient Ka: 0.33; Kp: 3.0 Angle of wall friction: 30° for steel piles, 20° for concrete or brick walls; 15° uncoated steel. Any underground structures such as grease traps; septic systems, etc... must be supported on pile foundations, unless the deleterious material (ie: silt, muck, peat, etc...) is excavated in its entirely and replaced with compacted washed gravel such as pea rock or # 57 stone. Fasten utility lines to underside of structural slabs to avoid settlements. Excavations shall not extend within 1 foot of the angle o f repose, next to existing footings or structures, unless underpinned. Trenching shall be in compliance with the Florida Building Code, OSHA and Trench Safety Act. Shorings shall be designed and inspected by Florida licensed professional engineer. Provisions shall be made by the architect, engineer of record and contractor to address differential settlements when tying in new to existing structures. Mixing of different foundation types shall not be used unless provided with expansion joints to prevent differential settlements. Also note that as a common engineering practice for existing and new construction; outside ground surfaces must be sloped away from the structure as to avoid water accumulation and ponding. Rain gutters shall be installed and all rain water shall be discharged over splash guards a minimum of 5 feet away from building foundations. Verify all water, sewer, plumbing, sprinkler and drainage lines are properly functioning with no leaks in the vicinity of the foundations. An arborist must be consulted prior to any land clearing to verify compliance with local codes. 3 Page No. 4 870 NE 92nd Street, Miami Shores, FL. The boring log (s) attached present (s) a detailed description of the soils encountered at test location (s). The soil stratification shown on the boring log (s) is based on the examination of the recovered soil samples and interpretation of the driller's field log (s). It indicates only the approximate boundaries between soil types. The actual transitions between adjacent soil types may be gradual. Regardless of the thoroughness of a geotechnical exploration there is always the possibility that conditions may be different from those of the test locations; therefore, DYNATECH ENGINEERING CORP. does not guarantee any subsoil conditions between the bore test holes. In accepting and using this report the client understands that all data from the borings are strictly for foundation analysis only and are not to be used for excavation or back filling estimates and pricing. Owner and site contractor must familiarize himself with site conditions prior to bidding. For Environmental due diligence; a Phase I and/or Phase II Environmental Site Assessments is recommended. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. All work must be conducted under the supervision of our geotechnical engineer. The discovery of any site or subsurface conditions during construction which deviate from the information obtained from our subsoil investigation is always likely and should be reported to us for our evaluation. All work shall be conducted in compliance with the Florida Building Code FBC and OSHA workers protection rules and all applicable Federal, State, County and City rules and regulations. It has been a pleasure working with you and look forward to do so in the near future. Sincerely yours, Wiss(am Naamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Special Inspector No. 757 4 DYNATECH CLIENT PROJECT ADDRESS LOCATION TEST BORING REPORT : EJD CONSTRUCTION : Addition @ : 870 NE 92nd Street, Miami Shores, FL. See attached plan ENGINEERING CORP. 750 WEST 84TH STREET HIALEAH, FL 33014 (305) 828 -7499 DATE: June 2, 2011 HOLE NO.: B -1 DRILLER: J.A. DEPTH DESCRIPTION OF`MATERIALS SAMPLE: NO HAMMER BLOWS ON SAMPLER 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 0' -0" to 0' -6" 0' -6" to 2' -6" 2' -6" to 4' -6" 4' -6" to 5' -0" 5' -0" to 7' -0" 7' -0" to 10' -0" TOPSOIL GRAY SAND W/ROCK FRAGMENTS LIGHT GRAY SAND TAN SAND W/ROCK FRAGMENTS TAN SANDY LIMEROCK TAN MEDIUM SAND W/ROCK FRAGMENTS 10' -0" to 15' -0" TAN SANDY LIMEROCK H: HAND AUGER Water Level: 6' Below Surface As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval.. H.A.: HAND AUOR; A: AUGER; R: REFUSAL. 5 A: HOLLOW STEM AUGER 2 Hand H 4 Hand H 6 6 8 6 7 14 8 12 10 11 11 21 10 8 8 7 6 15 12 12 13 14 14 27 14 15 12 16 16 28 16 12 11 18 20 22 24 26 28 30 32 34 36 38 DYNATECH TEST BORING REPORT CLIENT : EJD CONSTRUCTION PROJECT : Addition @ ADDRESS : 870 NE 92nd Street, Miami Shores, FL. LOCATION : See attached plan ENGINEERING CORP. 750 WEST 84TH STREET HIALEAH, FL 33014 (305) 828 -7499 DATE: June 2, 2011 HOLE NO.: B -2 DRILLER: J.A. DEPTH DESCRIPTION OF MATERIALS SAMPLE . NO HAMMER BLOWS ON SAMPLER "N" 1 2 Hand H 2 3 4 Hand H 4 0' 0' TOPSOIL -0" to -6" 6 12 12 28 6 16 15 0' -6" to 2' -0" GRAY SAND W/ROCK FRAGMENTS 8 11 10 22 8 12 10 9 2' -0" to 4' -0" TAN SAND W/ROCK FRAGMENTS 10 11 10 19 10 9 9 11 4' -0" to 15' -0" TAN SANDY LIMEROCK 12 10 12 28 12 16 16 13 14 I7 16 32 14 16 16 15 16 15 15 16 17 18 18 19 20 20 21 22 22 23 24 24 25 26 26 27 28 28 29 30 30 31 32 32 33 34 34 35 36 36 37 38 38 A: HOLLOW STEM AUGER H: HAND AUGER Water Level: 6' Below Surface As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authonzauon of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval.. H.A.: HAND AUGER: A: AUGER; R: REFUSAL. 6 6) : Boring Location NE 92nd Street Residence Pool 0 r x DYNATECH ENGINEERING CORP. Client: EJD CONSTRUCTION Scale: N.T.S. Project: 870 N.E. 92nd Street, Miami Shores, Florida Folio No.: Date: June 3, 2011 GENERAL NOTES Soil borings on unmarked vacant property should be consideced'preliminary with further boring(s) to be drilled after' building pad(s) are staked out. Soil borings on existing structures that are to be demolished should be considered preliminary and additional borings would need to be performed after the structure(s) has been demolished and proposed new building staked out. As a mutual protection to clients, the public and ourselves, all reports are submitted as confidential property of clients, and authorization for publication of statements, conclusions, extracts from or regarding our reports is reserved pending our written approval. Sands Silts & Clay KEY CLASSIFICATION & SYMBOLS Correlation of Penetration Resistance With Relative Density and Consistency Cone Penetration ests /cm3 0 -16 17 -40 41 -80 81 -120 Over 120 0 -3 4 -9 10 -17 18 -31 32 -60 Over 60 Standard Penetration, (Stows /ft.) 0 -4 5 -10 11-20 21 -30 31 -50 0-2 3-4 5 -8 9 -15 16-30 31 -50 Medium Moderate Hard Herd Very Hard Relative Densitv Very Loose Loose Firm Very Firm Dense Very Loose Soft Firm Stiff Very Stiff Hard Boulders Cobble Gravel Sand Silt Clay 5% - 10 % 10 % -30% 30% - 50% 0 % -5% 6% - 10% 11% - 20% 21% - 35% > 35% And Particle Size > 12 in. 3 in. to 1 in. 4.76 mm to 3 in. 0.07 mm to 4.67 mm. 0.005 mm. to 0.074 mm <0.005 mm Modifiers Slightly Silty or Clayey Silty or Clayey Very Silty or Very Clayey Slightly Trace Trace Little Some Rock Hardness Description Rock core crumbles when handled Can break with your hands. Thin edges or rock core can be broken eAith finger= Thin edges or rock core cannot be broken with fingers Rock core i:i?- when struck with hammer (theirs) DYNATECH ENGINEERING CORP. DATE: CLIENT: PROJECT: ADDRESS: CONTRACTOR: PROCTOR COMPACTION TEST June 2, 2011 EJD CONSTRUCTION Addition @ 870 NE 92nd Street, Miami Shores, FL EJD Construction 750 WEST 84TH STREET HIALEAH, FLORIDA 33014 (305) 828-7499 MATERIAL DESCRIPTION: Gray sand w /rock fragments SAMPLED BY: JA TESTED BY: JA TEST RESULTS Sample Number 1 The following compaction test was conducted in accordance with the Standard Methods for Moisture Density Relations of soil using a 10 lb. Hammer and an 18" drop AASHTO designation T- 180 -C. % MOISTURE DRY DENSITY 6.7 9.2 14.1 105.4 108.6 106.3 Optimum Moisture 11.3 Percent 100% Maximum Dry Density 109.7 lbs. /cu.ft. % Passing' " Sieve 95.9 Percent Sampled By: JA Tested By: JA Checked By: JA 111 109 107 105 103 MEM 1p Asa mutual protection to clients, the public and ourselves, all reports S,'Po , are submitted as the confidential property of clients, and authorization 0:;;;,,,A:$„,., our reports opts publication reerved statements, written ans oval extracts from or regardin f/% t I I i g 11 ‘ ® ®0 P pending pP 10 12 % MOISTURE Respectively submitted, ssam ' aamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 14 16 D R Y D E N S I T Y DYNATECH DATE: CLIENT: PROJECT: ADDRESS: CONTRACTOR: ENGINEERING CORP. 750 WEST 84TH STREET HIALEAH, FLORIDA 33014 (305) 828 -7499 FIELD DENSITY TEST OF COMPACTED SOILS June 2, 2011 EJD CONSTRUCTION Addition @ 870 NE 92nd Street, Miami Shores, FL EJD Construction Test No. 1 Location: North side of east footer Test No. 2 Location: South side of east footer Test No. 3 Location: Center of south footer Test No. 4 Location: South side of west footer Test No. 5 Location: North side of west footer Description of Material: Gray sand w /rock frajments Proctor T -180 A.A.S.T.O. METHOD C REMARKS: ALL ABOVE TEST RESULTS COMPLY WITH SPECIFICATIONS Sampled By: JA Tested By: JA Checked By: JA Respectfully submitted, 335ii4 i 1 � = * 1 18T STATE OF , m t arly In no way shall a density test replace asoil bearing capacity determination. Ali® +- A A gat trap ssam aamani, F.E. DYNATECH ENGINEERING CORP. .Florida Reg. No. 39584 *A density test determines the degree of compp ®af the tested layer of lu A soil boring test must be provided by client, reports are submitted as the confidential prope reserved pending on our written approval. oil conditions. As a mutual protection to the clients, the public and ourselves, all or publication of statement conclusions or extracts from or regarding our reports is 1 2 3 4 5 TEST NO. DEPTH 12" 12" 12" 12" 12" FIELD DENSITY 108.6 108.3 109.2 108.7 108.1 MOISTURE CONTENT % 9.2 8.8 8.5 9.0 8.6 MAX. DENSITY IN THE FIELD % 99.0 98.7 99.5 99.0 98.5 COMPACTION REQUIREMENTS BY SPECS. % OF MAXIMUM DENSITY 98% 98% 98% 98% 98% 100% MAXIMUM DENSITY (LAB) 109.7 109.7 109.7 109.7 109.7 OPTIMUM MOISTURE ( %) P P P P P Proctor T -180 A.A.S.T.O. METHOD C REMARKS: ALL ABOVE TEST RESULTS COMPLY WITH SPECIFICATIONS Sampled By: JA Tested By: JA Checked By: JA Respectfully submitted, 335ii4 i 1 � = * 1 18T STATE OF , m t arly In no way shall a density test replace asoil bearing capacity determination. Ali® +- A A gat trap ssam aamani, F.E. DYNATECH ENGINEERING CORP. .Florida Reg. No. 39584 *A density test determines the degree of compp ®af the tested layer of lu A soil boring test must be provided by client, reports are submitted as the confidential prope reserved pending on our written approval. oil conditions. As a mutual protection to the clients, the public and ourselves, all or publication of statement conclusions or extracts from or regarding our reports is ikok f.i‘c Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 SUN 2 9 per„ A Permit No Q Master Permit No. Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): 1 C vt d -PO f +Yt ( Phone #: Address: -17 O J'� E f e ,T . c City: � (0(✓44 = re 5 State: Zip: Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: 0 G 0 A) City: Folio/Parcel #: Miami Shores or s County: Miami Dade Zip: Is the Building Historically Designated: Yes NO Flood Zone: y� 0 CONTRACTOR: Company Name: i 5 Crt - (VCIh OV ' Phone #: ' 3� Hairs Address: 17 �7® /(O/1 / f f ST- City: 1/ 41 ,-cif 14.7e State: / Zip: g3. Qualifier Name: , r. r® Scot r6oft7-1 /G+� Phone #: ,JJ g State Certification or Registration #: Cr C, C.- 1 S /5 CYO) Certificate of Competency #: Contact Phone #: � j Email Address: DESIGNER: Architect/Engineer: All r l c. Ca 010„42 l ( Phone #: Value of Work for this Permit: $ Ito 0 O Square/Linear Footage of Work: ( i00 Type of WorkpISZddition ❑Alter.tion _ UNew ❑Repair/Replace ❑Demolition v. Description of Work: lt0l66R1NAA3e J3IVAPI „�• 6bi19t� 4b e - 3 f 0a 4a3+wite n!+.JaNi • man aQ neinimmea e; n,; ***************************************Fees*********** >. �,:. , , .. , > ; * ,. Submittal Fee $ Permit Fee $ �, v CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ 4, _ ! ° .” TOTAL FEE NOW DUE $ 6 0 PI • 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of comrn r • ement must be posted at the job site encyefi such posted notice, the for the first inspection which occurs seven (7) days after the building permit is issued inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or ent Contractor The foregoing instrument was acknowledged before me this a7 The foregoing in ent was acknowledged before me this day of$I06 , 201( 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: Signe1 66td a. 4doativekii Print: My Co . . 1 _ 11::1' Nolciy Public - Slide of Rota Convnission ExpiresOat1e,2011 Contmbaion al: OD 726183 Bonded Throe' National Wiry Paw * * * * * * ** * * * * * * *tt*ate *a *r*w* APPROVED BY :a (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Sign: Print: My Commission Expires: * ***** ** : *•x***** ::** ** *********** :* ***** *********+x************* Plans Examiner Zoning Structural Review Clerk Miami Shores Village � AUG 0 2 2011 Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 8 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type:` _' �,. OWNER: Name (Fee Simplle Titleholder): j 1 4 a Address: % Jam" �s� Sf City: .x f.pleti , 5 Ple5te g ( (ol earso State: Zip: Permit No. Master Permit No.c I' C� �TW1 L . Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: 8 767 J O E. er0.... r City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Flood Zone: Ne CONTRACTOR: Company Name: t 5 D cot/1511v CflO Y \ Phone #: 305 11334/P-8 Address: i 7 00 i F 3 ST City: 41 .1 e0t eh 81 State: r Zip: 3( 0 Qualifier Name: Er ¢ G .SC4( ill% State Certification or Registration #: Certificate of Competency #: C.i I S 601 1 Contact Phone#: Email Address: DESIGNER: Architect/Engineer: iliG! (IC colinf b e i( Phone#: Phone#: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: OAddress OAlteration ONew ORepair/Replace ODemolition _ Description of Work: � t ` rs � ft+ P/ nti - � � � j ` Wit' **** **** **** INste **** * *** * **** * * * * **ma F Tel ix * ******* ** *** **** * * * ** * * * * * * * * * *** * **** Submittal Fee $ Permit Fee $ .Fr CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ 60v11- Double Fee $ Structural Review $ 4 40' =11 r TOTAL FEE NOW DUE $ Boudmg 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 R FCTRICAL 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and reinspection fee will be charged r Signature O er or nt The foregoing instrument was acknowledged before me this Z. The forego day of 2014, by ! l oaf Cam@' (6r1 , day of who is personally known to me or who has produced who i As identification and who did take an oath. NOTARY PUBLIC: Si : Print: DD T' 1 My Commission ThmagliNdionaiNatayAssn. APPROVED BY WfAi Sr12 r (Revised 07 /10/07)(Revised 06/10t2009)(Revised 3/15/09) Contractor strument was acknowledged before me this S ti�, i n ` i to me or who has ,; ,; c�El ►P 1 C.'11, y o,, as identification and w� d��akg�� oa ed.S j �u °!ssnu o� :men �d /lisp.. Plans Examiner Structural Review NOTARY PUBLIC. Sign: Print: My Commission Expires: gl��,y�\`\�`� Zoning Clerk ma tw.A obi travitV tra 9 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Eamw BUILDING Permit No; PC-1 —' 11 PERMIT APPLICATION Master Permit No. FBC 20 Permit Type: B G ROOFING OWNER: Name (Fee Simple Titleholder): i ∎ 6( 'PoCt n ei`` Address: S 70 /OE a s y 5T City: co(/1n . f-,hores State: Phone#: 3©5 'O L ) Qo "f �r Zip: 33151 Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: '7O /05 J 9 5 7 City: Miami Shores County: Miami Dade Zip: 3 3 13' Folio/Parcel #: Is the Building Historically Designated: Yes NO K Flood Zone: CONTRACTOR: Company Name: b C.,,el'! `v' T( c-f CY\ Phone#: 305 q 3 aesifs Address: /7 o ' fir 1'15 ,--'- City: Al ;dal Q 0 State: ( Zip: 5 3 1$ 1 Qualifier Name: E f CC. 'C4 f bCJI ®F/q' J. Phone#: State Certification or Registration #: J Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ 1 Square/Linear Footage of Work: Type of Work: '6 Addition ❑Alterationp ❑N Description of Work: r� . i' h CIcG Submittal Fee $CTT. '0 9 Permit Fee $ C? 156 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ (O .0D TOTAL FEE NOW DUE $ Technology Fee $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for Fl.FCTRICAL 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 r gent •' Contractor The foregoing instrument was acknowledged before me this / The foregoingstrtrument was acknowledged before �menthiis2 A day of , 201x, by , day of �`C � , 20 1( , by IC. SC�P(2` t3 0 1 who is personally known to me or who has produced 'who is personally known to me or who has produced `C--•t 0 As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: \��‘1n11ii11U/,,,, I I xpiri°• // Sign: ` MOIJELA Sign: — i,.._ s oe Print: ri \* Print: = NO r ' 12 ° My Commission Expir '� _ -, on • OD 126113 My Commission Expires: ? N Com�4 P��ll� '0,„„,,,„0 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 07 /10/07)(Revised 06 /10/2009)(Revised 3/15/09) 4 • Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit No. 12NC FEB022011 Master Permit No. Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder): Wif` as- 1 "�I R... Phone#: Address: (C 7 C' % ` 12_ ):'7' • .�'� 2)Z -`-( c'S City: Pit Antl State: 1:71- Zip: Tenant/Lessee Name: Phone#: Email: 4 TILT}! G1 i oe J r E) 4, , �� M JOB ADDRESS: 3 - 1`7 City: Miami Shores County: Folio/Parcel #: 11 - . z G - ' '' `� l,•' ! Is the Bailing Historically Designated: Yes CONTRACTOR: Company Name: Address: , u,vP Miami Dade NO Flood Zone: Phone#: City: , -! Zip: Qualifier Name: Phone#: State Certification or Registration #: M, "'Certificate of Competency #: Contact Phone#: Email Address < " f , frl / !t-1' CP` el'94- °1 Value of Work for this Permit: $ C) i 000 Square/Linear Footage of Work: Tye of Work: ®Address *iteration I New ❑Repair/Replace ®Demolition Description of Work: AO 0 - f C24.- A ezi - e.5 ;-o tzo- 0 7 4 `s S r c>(- tom,, ..-ad-, , ..,019(.,,,145-, fc t rval DESIGNER chitec '1 ngineer: U Phone#: 30 S S Z. `' .> 0 3 7 COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: Submittal Fee $ D Permit Fee $ CCF 5 CO /CC 5 Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee 5 Technology Fee $ Double Fee $ Structural Review $ Gez d4 TOTAL 1.'EE NOW DUE $ Bonding Company's Name (if applicable Bonding Companles Address City . II 1 uilding Departmentp 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Mortgage Lender's Name (If aPPlic2h----kiNSPECTION'S PHONE NUMBER: (305) 762.4949 Mortgage Lender's Address RIJILDING PERMIT APPLICATION Master Permit No. fultatiff is hereby made to obtain a pennit 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 that a separate permit must be secured for ELECTRICAL WORK, PLUMBING. SIGNS, State Permit Pi, . . . . . ERS, HEATERS, TANKS and AIR CONDITIONERS, OWNEWmtptiyAAMIPIF Natittgweiaisrvgidating-ort:astrfigtvoanozoii&i 1- 11 • LetWartgit A IIVING -TWICE FOR FINANCING, ONIJLT 1 v,R LENDER OR AN ATTORNEY BEFORE City: Miami Shores County: Miami Dade Zip: > 1 ` iNglifogpiRamlicantilAl a elm'd1tia(11 to-the lisianee Wang permit with an estimated value exceeding 52500, the applicant must rmise in oodiaith that a co of the notice of commencement and c ion lien law brochure will be delivered to the person the Ate 141011413 ." NIA,,,-a-cestift' edsopy-#91 finat-be-thajob site for the first inspection which occurs seven (7) days er the building permit is issued In the absence of such posted notice, inspection will not be Ille charged. CONTRACT° Co Address: Signature City: .-41" • • e Phone#: Signature State; ___Zip: er or Agent ;7 Cmintaor Qualifier Name: Phone#: The foregoing instrument was acknow -, : ed before me this 9.7 44i The foregoing instrument was acknowledged betore are tins State Ce, fi on or Registration*. Certitlicate of Competency #: day of 20 by /inot Poicl-n-e.e, , day of ,20 ,liy , Contact : Email Address: who is D known to me or who has grniecrtifica: NOTA i PUBLIC: Value o rk r this P : vne 691111av go. dria,,, NNW' eAlearMarAMIIIIMINIIIIIIK -7-4111.2Vgitarfittitnkti) 44; 4411 1 1 1 110,1 eration Phone#: it whoispersonallybowntomeorwOOed-. has cation and who did take an NOTARY PUBLIC: Square/Linear Footage of Work: CiNew CIRepair/Replace (a6 7 5- Yf- °Demolition My CinTht,-kslExpires: SALLYANN VALLADARES My Commission Expires: MY COMMISSION # DD779059 t)Cl'IKt5 Apt1114, 2012 APPROVED Submittal Fee $ Permit Fee 5 CCF $ CO/CC 5 Scanning Fee 5 Radon Fee $ siftieftrai.RevieRBPR $ Bond $ Notary 5 Double Fee $ Structural Review $ Training/Education Fee (Revised 07/10107)(Revised 06/10f2009XRevised 3115/09Xrev614/10) Zoning Cicrk Technology Fee $ TOTAL FEE NOW DUE $ # DEVELOPMENT ORDER File Number: PZ- 11 -10- 2010208 Property Address: 870 NE 92nd Street Property Owner /Applicant: Address: Agent: Address: Tina Portner 870 NE 92nd Street, Miami Shores FL 33138 -2909 Mark Campbell 373 NE 92nd St. Miami Shores, FL 33138 Whereas, the applicant Tina Portner (Owner), has filed an application for site plan review before the Planning Board on the above property. The applicant sought approval as follows: Special Approvals, Sec. 600: Sec. 523: Site Plan Approval, Sec. 523.1 & Sec. 604: Construction, addition, open kitchen/cabana, bathroom and bedroom Whereas, a public hearing was held on November 18, 2010 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 secure necessary DERM or Department of Health approval for the septic system prior to the issuance of a village building permit 2) Applicant to meet all applicable code provisions at the time of permitting. 3) Applicant to obtain all required building permits before beginning work. 4) Applicant to provide a French doors that opens to the rear yard. Page 1 of 2 DO PZ- 11 -10- 2010208 Porter 5) An oven is not permitted in the outdoor kitchen. 6) Applicant to complete a covenant in the form of a "Declaration of Use" assuring the property is used only for a single family purpose, record the covenant with the Miami -Dade County Recorder and provide the planning director with a copy of the recorded document prior to the fmal inspection by the Building Official. 7) This zoning permit will lapse and become invalid unless the work for which it was approved is started within one (1) year of the signing of the development order by the board chair, or if the work authorized by it is suspended or abandoned for a period of at least one (1) year. 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 18th day of November, 2010 by the Planning and Zoning Board as follows: Mr. Abramitis Yes Mr. Busta Yes Mr. Reese Yes Mr. Madsen Yes Chairman Fernandez Yes Date Richard M. Fernandez Chairman, Planning Board Page 2 of 2 DO PZ- 11 -10- 2010208 Porter PERMIT #: P. �� Z Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT DATE: i' /� `t 1, V i ✓ A (6 L` ❑ Contractor Picked up 2 sets of plans and (other) 171.,../� Address: QG 7 0 2 S From the building d- ment o this date in order to have corrections done to plans And /or get County stamps. I uno -rstand that the plans need to b brou•ht back to Miami Shores i lage Building D to c/ n on - Acknowle•g-: , - . PERMIT CLERK ITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: tf24 4/4111 Permit No: 11 -172 Job Name: March 14, 2011 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) Impact fees must be paid with Miami Dade County planning and zoning. 2) The energy calculations do not match the square footage of altered and added on plan. R -5 is the minimum insulation value on interior of masonry. 3) Show the depth to the top of footing from grade. 4) Column TC-4 is not on schedule. Columns at new closet are not labeled. 5) TB is not on schedule. 6) Provide truss plans that are signed and sealed by the specialty engineer and reviewed and approved by the designer of record. 7) Provide product approvals for the windows and doors that have beenreviewed and signed approved by the designer of record. All exterior openings must be impact resistant. 8) Identify the emergency escape from each sleeping room. 9) Provide a "high velocity roofing permit' application for the roof. Plan review is not complete, when all items above are corrected, we will doa complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Permit Number: RC -2 -11 -172 I Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 155480 Inspection Date: March 22, 2012 Inspector: Bruhn, Norman Owner: PORTNER, TINA Job Address: 870 NE 92 Street Miami Shores, FL 33138- Project: <NONE> Permit Type: Residential Construction Inspection Type: Final PE Certification Work Classification: Addition /Alteration Contractor: EJD CONSTRUCTION CONSTRACTORS & INVESTMENT CO Phone Number Parcel Number 1132060050140 Phone: (305)433 -4843 Building Department Comments THE ADDITION OF 667 SQFT BEDROOM AND REDESIGN KITCHEN AND LAUNDRY ROOM Inspector � iL° 2 Comments V � (1,SI'. 1/(136\ Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 March 22, 2012 Page 1 of 1 MARK A. CAMPBELL ARC111TECT 373 N.E. 92ND STREET MIAMI SIICRES, F1-A. 33138 754 -2318 P F 758 •7666 Date: March 19, 2012 Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores, Florida 33138 FL LIC # AR 0011074 Re: Permit # �C -4-10 -578 dition �, Portner Ge i ence 870 N.E. 92nd Street Miami Shores, Florida 33138 Folio # 11- 3206 - 005 -0140 Attn: Building Department, \\_rn, I, Mark A. Campbell, having performed and approved the required inspections at the renovation and addition. I hereby attest to the best of my knowledge, belief and professional judgment, the structural and envelope components of the above referenced renovation are in compliance with the approved plans and other approved permit documents. I also attest that to the best of my knowledge, belief and professional judgment, the approved permit plans represent the as -built condition of the structural and envelope component of the said structure. This document is being prepared in accordance with section 307.2 of the Florida Building Code and must be submitted to the Village of Miami Shores Building Department in conjunction with the application for a Certificate of Completion for the above referenced structure. Should you have any questions or need any additional information please do not hes' to to ontact me. Mark A. Campbell, Archit- ct State of Florida: #0011074 Portner Gerson CO letter 3 -19 -12 illMARE A. CAM VELL ARCHITECT r• Date: March 19, 2012 Miami Shores Village Building Department 10050 N.E. 21"i Avenue Miami Shores, Florida 33138 373 N.E. 92ND STREET MIAMI SHORES, FLA. 33138 754 •2318 r r 758 •7CCC FL LIC # AR 0011074 Re: Permit # RC -4 -10 -578 addition Portner Gerson Residence 870 N.E. 92nd Street Miami Shores, Florida 33138 Folio # 11- 3206 - 005 -0140 Attn: Building Department, u I, Mark A. Campbell, having performed and approved the required inspections at the renovation and addition. I hereby attest to the best of my knowledge, belief and professional judgment, the structural and envelope components of the above referenced renovation are in compliance with the approved plans and other approved permit documents. I also attest that to the best of my knowledge, belief and professional judgment, the approved permit plans represent the as -built condition of the structural and envelope component of the said structure. This document is being prepared in accordance with section 307.2 of the Florida Building Code and must be submitted to the Village of Miami Shores Building Department in conjunction with the application for a Certificate of Completion for the above referenced structure. Should you have any questions or need any additional information please do not o contact me. Mark A. s. pbell, Architect State of Florida: #0011074 Portner Gerson CO letter 3 -19 -12 Permit Number: RC -2 -11 -172 I Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP - 155480 Inspection Date: March 22, 2012 Inspector: Bruhn, Norman Owner: PORTNER, TINA Job Address: 870 NE 92 Street Miami Shores, FL 33138- Project: <NONE> Permit Type: Residential Construction Inspection Type: Final PE Certification Work Classification: Addition /Alteration Contractor: EJD CONSTRUCTION CONSTRACTORS & INVESTMENT CO Phone Number Parcel Number 1132060050140 Phone: (305)433 -4843 Building Department Comments THE ADDITION OF 667 SQFT BEDROOM AND REDESIGN KITCHEN AND LAUNDRY ROOM Passed 03 ff( Inspector Comments ■ Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 March 22, 2012 Page 1 of 1 11' Lai Date: March 19, 2012 Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores, Florida 33138 MARK A. CAMIPDELL ARCHITECT 373 N.E. 92ND STREET MIAMI SHORES, FLA. 33138 754 -2318 o r 758 -7666 FL LIC # AR 0011074 Re: Permit # RC -2 -11 -172 addition Portner Gerson Residence 870 N.E. 92nd Street Miami Shores, Florida 33138 Folio # 11- 3206 - 005 -0140 Attn: Building Department, 1 111 I, Mark A. Campbell, having performed and approved the required inspections at the renovation and addition. I hereby attest to the best of my knowledge, belief and professional judgment, the structural and envelope components of the above referenced renovation are in compliance with the approved plans and other approved permit documents. I also attest that to the best of my knowledge, belief and professional judgment, the approved permit plans represent the as -built condition of the structural and envelope component of the said structure. This document is being prepared in accordance with section 307.2 of the Florida Building Code and must be submitted to the Village of Miami Shores Building Department in conjunction with the application for a Certificate of Completion for the above referenced structure. Should you have any questions or need any additional information please do not he ntact e Mark A. Campbell, Architect State of Florida: #0011074 Portner Gerson CO letter 3 -19 -12 Date: March 19, 2012 Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores, Florida 33138 MARK A. CAMPBELL ARCHITECT 373 N.E. 92ND STREET MIAMI SHORES, F.A. 33138 754 -2318 r F 758 -7666 1 ti ti p FL LIC # AR 0011074 Re: Permit # RC -2 -11 -172 addition Portner Gerson Residence 870 N.E. 92nd Street Miami Shores, Florida 33138 Folio # 11- 3206 -005 -0140 Attn: Building Department, I, Mark A. Campbell, having performed and approved the required inspections at the renovation and addition. I hereby attest to the best of my knowledge, belief and professional judgment, the structural and envelope components of the above referenced renovation are in compliance with the approved plans and other approved permit documents. I also attest that to the best of my knowledge, belief and professional judgment, the approved permit plans represent the as -built condition of the structural and envelope component of the said structure. This document is being prepared in accordance with section 307.2 of the Florida Building Code and must be submitted to the Village of Miami Shores Building Department in conjunction with the application for a Certificate of Completion for the above referenced structure. Should you have any questions or need any additional information please do not to contact me. Mark A. Campbell, Architect State of Florida: #0011074 Portner Gerson CO letter 3 -19 -12 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: Ir \ ` — ne2-- DATE: r " l ❑ Contractor ❑ Owner XArchitect '' II Picked up 2 sets of plans and (other) t-12 t Address: 5-Z v 92. 51 From the building department on this date in order to have corrections done to plans And /or get Cou stamps. 1 un erstand that the plans need to be brought back to Miami Shores V to con;, •e permitting p Ackno PERMIT CLERK IN ,r AL: _ =�� RESUBMITTED DATE: PERMIT CLERK INITIAL: Planning and Zoning Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Folio Number:1132060050140 Owner's Name: TINA PORTNER Job Address: 870 92 Street Miami Shores, FL 33138- Owner's Phone: Total Square Feet: 667 Total Job Valuation: $ 160,000.00 Contractor(s) HOME OWNER Phone Primary Contractor Yes 1 Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 2/2/2011: Yes Comments: 4111 11 1C,1114- a't4.- L-41 • 1 Permit No: 11 -172 Job Name: March 14, 2011 Miami Shores Village Building Department Building Critique Sheet Impact fees must be paid with Miami Dade County planning and zoning. The energy calculations do not match the square footage of altered and added on plan. -5 is the minimum insulation value on interior of masonry. ' 2��_ i z /S- S '� Show the depth to the top of footing from grade. 5Ce sec % iv� �S `k ' y Column TC-4 is not on schedule. Columns at new closet are not Iabeled.3ee 5-‘ TB is not on schedule. e S -2 1\€ B c'& DJ rovide truss plans that are signed and sealed by the specialty engineer and reviewed nd approved by the designer of record. G ) Provide product approvals for the windows and doors that have beenreviewed and signed approved by the designer of record. All exterior openings must be impact resistant. " q L(. (C _ �? Identify the emergency escape from each sleeping room. SC e A-\ 'FCt9e�(Z P ) Provide a "high velocity roofing permit' application for the roof. 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 C.Z.;•-•" STA/14/P Plan review is not complete, when all items above are corrected, we will doa complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Fd\o/1.A__ k,c7 • • • 419 Permit No: 11-172 Job Name: March 14, 2011 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Building Critique Sheet pact fees must be paid with Miami Dade County planning and zoning. energy calculations do not match the square footage of altered and added on plan. the minimum insulation value on interior of masonry. -a./s._y , Z /S_ Show the depth to the top of footing from grade.5ee .0k) VS'N-k ' �_t � Column TC -4 is not on schedule. Columns at new closet are not Iabeled.�ee NA 'd B is not on schedule . - e 5--2_ 1 \E Bevst' sC OJL- Provide truss plans that are signed and sealed by the specialty engineer and reviewed nd approved by the designer of record. 6 .'.7r-Provide product approvals for the windows and doors that have beenreviewed and signed approved by the designer of record. All exterior openings must be impact resistant. Prl-t741.0fac) T. Identify the emergency escape from each sleeping room.t e- IV \ 'FLvc.)2 P r) Provide a "high velocity roofing permit' application for the roof. Page 1 of 1 -3.`r t 7 Plan review is not complete, when all items above are corrected, we will doa complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Miami Shores Viiiage Building Department RECEIPT 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 PERMIT #: f- c- (1 , f �-- DATE: 2 1 I, VJ1 krzic C e LL ❑ Contractor ❑ Owner )prchitect Picked up 2 sets of plans and (other) p ( ) Address: 4- v 7— From the building depa And /or get C Shores Ackno • is date in order to have corrections done to plans ty stamps. I unders i lage Building Departm ledged by: PERMIT CLERK INIT and that the plans need to be brought back to Miami continue permi ing process. z/ze RESUBMITTED DATE: PERMIT CLERK INITIAL: Miami Shores Village Building bepartment 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. j j. '111 - Job Name_ Crers H Date_$ /Z, /�� STRUCTURAL CRITIQUE SHEET Uofdoh / /oN, Pl az-,& Giaa11,i SGiorw an 1 Planning and Zoning Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Folio INumber:1132060050140 Owner's Name: TINA PORTNER Job Address: 870 92 Street Miami Shores, FL 33138- Owner's Phone: Total Square Feet: 667 Total Job Valuation: $ 80,000.00 Contractor(s) Phone EJD CONSTRUCTION CONSTRACTORS & INVE (305)433 -4843 Primary Contractor Yes Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 2/2/2011: Yes Comments: 8/9/11 PLEASE REPRINT THE REVISIONS AND MAKE DARKER 8/15/11 NEW PLAN OK NOTICE OF COMMENCEMENT A QED COPY MUST 68 POSIED ON 1 E JOB SIZE MIME OF MT f ECilN PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain mai property, and in accordance with Chapter 713, Florida Statutes, the following information is provided In this Notice of Commencement. 11111111111111111 1 11111111111111111111111 1111 CFN 2O 1 1 803 1 5584 DR Bk 27687 Ps 4633; (ins) RECORDED 05/13/2011 131130 :14 HARVEY RUVIN+ CLERK OF COURT MIAMI -DADE COUNTY+ FLORIDA LAST PAGE Space above reserved for use of recording office 1. Legal description of property and street/address: U 70 1) E gg i M 14,01 ;,L,D/Z+�! F l 531m 2. Description of Improvement: 'T', /1f) d— 'Rani 3. Owner(s) name and address: T. n el ae MOM Interest in property. Name and address of fee simple titleholder. _ 4. Contractor's name, address and phone number: J. // :.I it O 5. Surety: Payment bond by owner contractor, ff any) Name, address and phone Amount of bond $ 6. Lender's name and address: 7. Persons within the State of designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(10)7., Florida S Name, address and phone num 8. In addition to himself, 713.13(1)(b), Florida Statutes. Name, address and phone num designates the following person(s) to receive a car of the Lienor's Notice as provided in Section 9. Expiration date of this Notice of Commnencernent: (the expiration date is 1 year faun the date or recording unless a different ditto N apedfed) MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED 713, PART 1, SECTION 713.13. FLORIDA STATUTES. AND CAN RESULT IN YOUR PAYING TWICE FOR . A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK COMMENCEMENT. WARNING TO OWNER ANY PAYM IMPROPER PAYMENTS UNDER GMPROVEMENTS TO YOUR FIRST INSPECTION. IF YOU BITE OR RECORDING YOUR NOTICE 0 Signature(s) of Owners! or Prepared By T••s4 Print Name • %Mb C. a..) Tine/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE �-�4 The forego g nstnumens wass adarowledged before me this day of •q Aor)4•112,/ oc 0 l _ 4ndivtduaJy, or 0 as for IlddPersanally known, or ❑ produced the following type of Identification: Signature of Notary Public: Print Name: (SEAL) vemnemnom PURSUANT TO SECTION 02.525. FLORIDA swum Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are 'nap+ to the best of my knowledge and belief. sed Officer/Director/Partner/Manager Prepared By Eta serresouri 61Y Print Name Title/Office a0AO A^32tL OVA OonSlP44e1170A) Sancti By Owner( 4 L /NR xamsa PM a an sys Authorized Officer/Director /Partner/Manager who of By e v boa Book27687/Pase4633 CFN #20110315584 Page 1 of 1 MAIM A.. ICAMIIDI3EILIL AJRCIHIIIIIEC1T - 111 144 3131 912 SID STREET MIAMI IFILA- 3i3113S IM-7)31I S p F 13S -7MGG • ■ FL LIC # AR 0011074 Date: June 28, 2011 Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores, Florida 33138 2Yt�172 Re: Permit # RC addition Portner Gerson Residence 870 N.E. 92nd Street Miami Shores, Florida 33138 Folio # 11- 3206 - 005 -0140 Attn: Building Department, e.- I, Mark A. Campbell, having performed and approved the required inspections for the reinforced Unit Masonry, FBC 2122.4. This letter will hereby attest that I have approved the installation to proceed with the pouring of the concrete. Should you have any questions or need any additional information please do not hesitate to contact me. Sincerely, Mark A. Campbell, Architect State of Florida: #0011074 Portner Gerson reinforced masonry letter 6 -28 -11 r 'V .Z=3 FiV.72t3 rT, BrdIdI: 77.71• tot f=fvrTs. .71 '-s-31.1r Tea: 135-771-22c4 OT TO MUM ST7CYR7F 7727 "...tEAC7 7,77-2)0(747 DTPARni-777,7 6:==r7-111ENT SP12-, TO COM I (We) have bc= rencd by (mane of ownertagent) lf4c pe*N61) pertrirt Spetial Inspeztur services luider the Florida Building Code tit the prolmt: therm as of ( , • Ze / (date). al? registered Aral,tect or Prafeniont Eneleer licensed in die State of Flarids. PERMTP ThfBE RCQ -16. cle> X517,7..cis1 Inspector for Reinforced Unit Masonry, FBC 21224 • Spmial inspector for Txusses ovqr 35 Ft Long or 6 Ft. lEgh, FBC 2319.17.2,4.2 O Special Inspector for Steel Comedians, FBC 2218.2 • Sficrial Inveetor for Soil Compaction, FBC 1820.11 O Spmisi L-spemr fr Precast Units & Attachments, FBC 1927.12.2 O Fai1 IrLipeCtf,D7 for Pilings, FBC 1822.1.20 • Spaial 1;47:7T!.:01— for 6.317.1=-7713 ;e!44-12f1.1*) 7„-r! this 517.7, cr zo 2. • , ' ; • .?1!".1:: zf. :r.,.•-er,75y1 rer. fr,q;;S:•• r•.—•'^ 1:;irIf:•••• "4:••••=4,, , r • tf*:?"7;.-7,1"1..5 771711!:. ;"- 1:kf, • rikiktiR5E `) -7 "3 AA-5-92--- Sr 7:71-4YU Pk), ° 57-0- 3 0 3 - Florida that se No: 1294_ 1 (0 11 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) T. M. Windows & Door, LLC 601 N. W. 12th Ave., Pompano Beach, Fl. 33069 00o(L. �a a MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com 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 "230 " Outswing Aluminum Door w / wo sidelites APPROVAL DOCUMENT: Drawing No. W02 -77., titled "230 Alum Outswing Door w /sidelites. ", sheets 1 through 6 of 6, prepared by AI- Farooq Corporation, dated 08 -28 -02 and last revised on Apr 24,2008, signed and sealed by Dr. Humayoun Farooq, P. E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant Limitation: Exterior (positive) design loads to be limited per sheet 2 of the drawings. 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 fled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any, portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 02- 1016.09 and consists of this page 1 & evidence page E -1 & E -2, as well *as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. IVAMI•DADE COUNTY APPROVED NOA No 06- 0327.02 Expiration Date: December 26, 2012 Approval Date: July 17, 2008 Page 1 T. M. Windows & Door, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (Transferred from file # 02- 1016.09) 1. Manufacturer's die drawings and sections. 2. Drawing No. W02 -77., titled "230 Alum Outswing Door w/ sidelites. ", sheets 1 through 6 of 6, prepared by Al- Farooq Corporation, dated 08 -28 -02 and last revised on Apr 24,2008, signed and sealed by Dr. Humayoun Farooq, P. E. B. TESTS 1. Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test per FBC, TAS 202 -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 aluminum outswing door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5458, dated 02/15/08, signed and sealed by Carlos S. Rionda, P.E. 2. Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test per FBC, TAS 202 -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 aluminum outswing door, prepared by Fenestration Testing Laboratory, Inc., 3355, dated 01/29/02 and FTL -3355, dated 01/29/02, signed and sealed by Luis Figueredo, P.E. and Aldo P. Gonzales, P.E. , respectively, (transferred from file # 02- 1016.09) 3. Referenced test report per TAS 202 -94, Test Report No. FTL -2648, dtd 06/06/00 issued by Fenestration Test Lab, signed & sealed by Aldo P. Gonzales, P.E. C. CALCULATIONS 1. Structural performance, comparative analysis and anchor verification calculations dated Apr 24, 2008, prepared by Al- Farooq Corporation, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Glazing complies w/ ASTM E -2002. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E -1 5iffL \ . Lbh1,\_ Ishaq I. Chanda, P. E. Product Control Examiner NOA No 06- 0327.03 Expiration Date: December 26, 2012 Approval Date: July 17, 2008 BUR,DING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION (BCAD) NOTICE OF ACCEPTANCE (NOA) T. M. Windows, LLC. 601 N.W. 12th Ave. Pompano Beach, FL 33069 SCOPE: )U1/c&,-) MIAMI -DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26"' Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidader. ov,4 uildinc� 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 Section 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 Section (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. BOR.A reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "338" Aluminum Fixed Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W03 -52, titled "Series 338 Aluminum Fixed Window (L.M.I.) ", sheets 1 through 5 of 5, dated 07/11/03, dated 03/03/11 with revision "H" dated 05/23/06, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami --Dade County Product Control Section. MISSILE IMPACT .RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 08- 0917.08 and consists of this page 1, evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 10- 1214.13 Expiration Date: January 08, 2014 Approval Date: March 31, 2011 Page 1 T. M. Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W03 -52, titled "Series 338 Aluminum Fixed Window (L.M.I.) ", sheets 1 through 5 of 5, dated 07/11/03, dated 03/03/11 with revision "H" dated 05/23/06, prepared by A1- Farooq Corporation, signed and sealed by Javad Ahmad, 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 Series 338 Aluminum Fixed Window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5276, dated 07/06/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 07- 1120.10) 2. Test reports on 1) Air Infiltration Test, per SFBC, PA 202 2) Uniform Static Air Pressure Test, Loading per SFBC, PA 202 3) Water Resistance Test, per SFBC, PA 202 4) Large Missile Impact Test, per SFBC, PA 201 5) Cyclic Wind Pressure Loading, per SFBC, PA 203 Along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratories, Inc., Test Reports No.'s FTL -2782 (FTL00114), FTL -2784 (FTL00140) and FTL -3803 (FTL03072), dated 11 /06 /01 and May 22, 2003, FTL -2782 and FTL -2784 respectively, signed and sealed by Luis Figueredo, P. E. and FTL --3803 signed and sealed by Joseph Chan, P. E. (Submitted under previous NOA No. 03- 0925.04) 3. Test reports on 1) Air Infiltration Test, per SFBC, PA 202 2) Uniform Static Air Pressure Test, Loading per SFBC, PA 202 3) Water Resistance Test, per SFBC, PA 202 4) Large Missile Impact Test, per SFBC, PA 201 5) Cyclic Wind Pressure Loading, per SFBC, PA 203 Along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by American Testing Lab of South Florida, Test Report No. ATL 0806.02 -02, dated 09/24/02, signed and sealed by William R. Mehner, P. E. (Submitted under previous NOA No. 03- 0925.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al Farooq Corporation, dated 10/28/10, signed and sealed by Javad Ahmad, P. E. Complies with ASTM E1300 -02/ 04 E -1 Jaime D. Gascon, . E. Product Control Section Supervisor NOA No. 10- 1214.13 Expiration Date: January 08, 2014 Approval Date: March 31, 2011 ° T. M. Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami --Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 10- 0413.04 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/26/2010, expiring on 01/14/12. 2. Notice of Acceptance No. 10- 0922.09 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite+ PVB, Interlayer" dated 12/24/10, expiring on 12/11/11. 3. Notice of Acceptance No. 10-0331.02 issued to Cytec Industries, Inc. for their "Uvekol S Laminated Glass Interlayer", dated 05/05/10, expiring on 02/08/14. F. STATEMENTS 1. Statement letter of conformance, no financial interest and compliance with the FBC 2007, dated October 28, 2010, signed and sealed by Javad Ahmad, P. E. 2. Name change from T. M. Window & Door, LLC to T. M. Windows, LLC, in conformance to BCAD guidelines dated 10/28/10 on file. 3. Laboratory compliance letter for Test Report No. FTL -5276, issued by Fenestration Testing Laboratories, Inc., dated 07/06/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 07- 1120.10) 4. Laboratory compliance letter for Test Reports No.'s FTL -2782 (FTL00114), FTL -2784 (FTL00140) and FTL -3803 (FTL03072), issued by Fenestration Testing Laboratories, Inc., dated 11/06/01 and 05/22/03, FTL -2782 and FTL-2784 respectively, signed and sealed by Luis Figueredo, P. E. and FTL -3803 signed and sealed by Joseph Chan, P. E. (Submitted under previous NOA No. 03- 0925.04) 5. Laboratory compliance letter for Test Report No. ATL 0806.02 -02 issued by American Testing Lab of South Florida, Inc., dated 09/24/02, signed and sealed by William R. Mehner, P. E. (Submitted under previous NOA No. 03- 0925.04) G. OTHERS 1. Notice of Acceptance No. 08- 0917.08, issued to T. M. Window & Door, LLC for their Series "338" Aluminum Fixed Window --- L.M.I ", approved on 05/06/09 and expiring on 01/08/14. Jaime D. Gascon, P. ' . Product Control Section Supervisor NOA No. 10-1214.13 Expiration Date: January 08, 2014 Approval Date: March 31, 2011 E -2 COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) T. M. Window, LLC 601 NW 12 "' Ave. Pompano Beach, FL 33069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami —Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Division (In Miami —Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 805 Aluminum Horizontal Rolling Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W08-81, titled "Series 805 Alum. Horizontal Rolling Wdw. (L.M.I.) ", sheets 1 through 7 of 7, dated 09/19/08 with the latest revision "B" dated 02/10/10, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LIMITATIONS: Glass Type "E ": The Maximum Design Pressure Rating of± 79.0 psf for Metallic Sweep Latches. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami —Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 09- 0105.02 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. W Mtn o MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372-6339 www.maimidade.Gov/buildinecode MANMADE COUNTY APPROVED OAP NOA No. 09- 1110.02 Expiration Date: May 13, 2014 Approval Date: March 17, 2010 Page 1 T. M. Window, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W08 -81, Sheets 1 through 7 of 7, dated 09/19/08 with the latest revision "B" dated 02/10/10, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, 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 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5945, dated 07/31/09, signed & sealed by Julio E. Gonzalez, P. E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked up drawings and installation diagram of aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5457, dated 01/22/08, signed & sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 09-0105.02) 3. 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 aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5459, dated 01/17/08, signed & sealed by Michael R. Wenzel, P. E. (Submitted under previous NOA No. 09- 0105.02) 4. 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 aluminum horizontal rolling window (XO), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3995, dated 11/13/03, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 04-0120.01) E -1 Jaime D. Gascon, . E. Chief, Product Control Division NOA No. 09- 1110.02 Expiration Date: May 13, 2014 Approval Date: March 17, 2010 T. M. Window, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) 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 alum horizontal rolling window (XOX), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3946, dated 11/04/03, signed & sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 04- 0120.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007, prepared by Al- Farooq Corporation, dated 10/01/09, signed and sealed by Arshad Vigar, P. E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami-Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09- 0312.03 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass@ Interlayer" dated 05/13/09, expiring on 01/14/12. 2. Notice of Acceptance No. 06-0216.06 issued to Solutia, Inc. for their "Saflex IIIG Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11. 3. Notice of Acceptance No. 09- 0310.02 issued to Cytec Industries, Inc. for their "Uvekol S Laminated Glass Interlayer", dated 04/02/09, expiring on 02/08/10. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated February 25, 2010, signed and sealed by Javad Ahrnad, P. E. 2. Statement letter of conformance and no financial interest, dated September 25, 2009, signed and sealed by Arshad Viqar, P. E. 3. Laboratory compliance letter for Test Report No. FTL -5945, issued by Fenestration Testing Laboratory, Inc., dated July 31, 2009, signed and sealed by Julio E. Gonzalez, P. E Jaime D. Gascon, P. E. Chief, Product Control Division NOA No. 09- 1110.02 Expiration Date: May 13, 2014 Approval Date: March 17, 2010 E -2 T. M. Window, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 4. Laboratory compliance letter for Test Report No. FTL -5457, issued by Fenestration Testing Laboratory, Inc., dated March 13, 2008, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 09-0105.02) 5. Laboratory compliance letter for Test Report No, FTL -5459, issued by Fenestration Testing Laboratory, Inc., dated February 21, 2008, signed and sealed by Michael R. Wenzel, P. E. (Submitted under previous NOA No. 09- 0105.02) 6. Laboratory compliance letter for Test Report No.'s FTL -3946 and FTL-3995, issued by Fenestration Testing Laboratory, Inc., dated November 04 and 13, 2003, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No 04- 0120.01) 7. Proposal issued by BCCO, dated October 09, 2008, signed by Manuel Perez, P. E. G. OTHERS 1. Notice of Acceptance No. 09- 0105.02, issued to T. M. Window & Door, LLC. for their Series "805" Aluminum Horizontal Rolling Window w/ & w/o Reinforcement - L.M.I., approved on 03/04/09 and expiring on 05/13/14. E -3 Jaime D. Gascon, P. E. Chief, Product Control Division NOA No. 09- 1110.02 Expiration Date: May 13, 2014 Approval Date: March 17, 2010 MIAMI. 'COUNTY BJILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) T. M. Window and Door 601 N. W. 12th Ave Pompano Beach, Florida, 33609 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "605 " Single Hung Aluminum Window (reinforced) APPROVAL DOCUMENT: Drawing No. W06 -34., titled "Series 605 Aluminum Single Hung WDW.(LMI) ", sheets 1 through 8 of 8, prepared by Al- Farooq Corp., dated 04 -24 -06 and last revised on Aug. 12, 2009, signed and sealed by Arshad Viqar, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. Exception: Glass type I (sheet 4) is not approved for Small Missile 2. Units installed with Fin -mount are limited to max Dp = +/- 61.0 ps RENEWAL of this NOA shall be considered after a renewal applicati f h change in the applicable building code negatively affecting the perf TERMINATION of this NOA will occur after the expiration date materials, use, and/or manufacture of the product or process. Misuse product, for sales, advertising or any other purposes shall automat' with any section of this NOA shall be cause for termination and ADVERTISEMENT: The NOA number preceded by the wor the expiration date may be displayed in advertising literature. If 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 # 07- 0404.04 (06- 0614.04) consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buiidinacodeonline.com Impact Rating f. been filed and there has been no evision or change in the dorsement of any A. Failure to comply lorida, and followed by is displayed, then it shall MIAMI•DADE COUNTY APPROVED Vik NOA No 09- 0604.24 Expiration Date: July 05, 2012 Approval Date: September 02, 2009 Page 1 T. M. Window and Door NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (Transferred from file # 07- 0404.04) 1. Manufacturer's die drawings and sections. 2. Drawing No. W06 -34., titled "Series 605 Aluminum Single Hung WDW (LM1)" sheets 1 through 8 of 8, prepared by Al- Farooq Corp., dated 04 -24 -06 and last revised on Aug. 12, 2009, signed and sealed by Arshad Vigar, P.E. B. TESTS 1. Test report on 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Large Missile Impact Test, TAS 201 -94 4) Cyclic Loading Test, per TAS 203 -94 along with installation diagram of an aluminum Single Hung window, prepared by Fenestration Testing Laboratory Inc., Test Report No. FTL -5439 dated 12 -10 -07 and FTL -5742 dated 01- 22 -09, both signed and sealed by Michael S. Wenzel, P.E. 2. Test report on (Transferred from file # 07- 0404.04) 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per TAS 202 -94 4) Large Missile Impact Test, TAS 201 -94 5) Cyclic Loading Test, per TAS 203 -94 3. along with installation diagram of an alum Single Hung window, prepared by Fenestration Testing Lab Inc., Test Report No. FTL -3975 dated 10- 22 -03, FTL -3755 dated 03 -24 -03 and FTL -4514 dated 01- 25 -05, all signed and sealed by Edmundo Largaespada, P.E. 4. Additional test report No. CTLA -416W dated 04 -11 -00 issued by Certified Testing lab w/ addendum letter Jan 22, 2002, signed and sealed by Ramesh Patel, P.E. C. CALCULATIONS 1. Anchor Verification Calculations & comparative analysis complying w/ FBC 2007, prepared by AL- Farooq Corp. , dtdd 05- 15 -09, signed &sealed by Arshad Vigar, P.E 2. Glazing Complies with ASTM E1300 -02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia for "Saflex IIIG clear & color interlayer", expiring on 05/21/2011. 2. Notice of Acceptance No. 07- 1116.11 issued to SAF- Glass, LLC for "SAF -GLAS polycarbonate laminate ", expiring on 12/16/2012. 3. Notice of Acceptance No. 09- 0310.02 (Former NOA# 03- 1123.04, Surface Specialties Tech), issued to Cytec Industries Inc. for "Uvekol S ", expiring on 02/08/2010. F. STATEMENTS 1. Statement letters of Compliance and "no financial interest ", both dated 05/28/9, signed and sealed by Arshad Vigar, P.E. 2. Statement of Lab compliance letter, part of test reports. G. OTHER 1. This NOA revises NOA # 07- 0404.04 (06- 0614.04), expired on July 05, 2012. 2. Test proposal # 07 -3765 approved by BCCO dated Feb. 06, 2007. t ' . Llti ^ Ishaq I. thanda, P.E. Product Control Examiner NOA No 09- 0604.24 Expiration Date: July 05, 2012 Approval Date: September 02, 2009 E -1 ,RACING FOR THREE PLANES OF ROOF L ARRIOSTRE EN TRES PIANOS DE TECHO This bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses. Este mltodo de arrlostre es pare todo trusses except() trusses de cuerdas paralelas 3x2 y 4x2. TOP CHORD — CUERDA SUPERIOR Truss Span Longitud de Tramo Top Chord Temporary Lateral Brace (TCTLB) Spacing Espadamiento del Arriostre Temporal de la Cuerda Superior Up to 30' Haste 30 pies 10' o.c. max. 10 pies maximo 30' to 45' 30 a 45 pies 8' o.c. max. 8 pies maximo 45' to 60' 45 a 60 pies 6' o.c. max. 6 pies maxmo 60' to 80'* 60 a 80 ples* 4' o.c. max. 4 pies maximo *Consult a Professional Engineer for trusses longer than 60'. *Consulte a un Ingeniero pars trusses de mas de 60 pies. 71 See BCSI -B2 for TCTLB options. Vea el BCSI -132 para las opciones de TCTLB. Refer to MI—B& Summary Sheet - Gable End Frame Bradno. Vea el restimen BCSI -B6 - Arrlost e del truss terminal fie un techo a dos iS• �«1* CON BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3x2 Y 4x2 © Refer to BCSI-B7 Summary Sheet - Temporary and Permanent Bradna for Parallel Chord 113I for more Information. Vea el resilmen BCSI -B7 - Ardosb e temporal v permanertte de The end diagonal trusses de cuerdas brace for cantilevered paralela5 para mayor trusses must be placed Informad6n. on vertical webs In line with the support to p1 a5 Maximum lateral brace spacing 10' o.c. for 3x2 chords 15' o.c. for 4x2 chords Diagonal braces every 15 truss spaces (30' max.) INSTALLING Lateral braces 2x4x12' length lapped over two trusses. INSTALACION IE( Tolerances for Out -of- Plane. — Tolerandas pare Fuera -de- Plano. I Max. Bow Mex. Bow Length Bow Max Length -- rL1 k--- Length -► ": Ur Tolerances for II-1 Out -of- Plumb. Tolerandas para Fuera- de- Plomada. Repeat diagonal braces. Repita los arriostres diagonales. r 7i 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 cste procedimlento en grupos de cuatro trusses haste que todos los trusses est4n instalados. BOTTOM CHORD — CUERDA INFERIOR Lateral braces 2x4x12' length lapped over two trusses. D /yp 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° 8' CONSTRUCTION LOADING — CARGA DE CONSTRUCCION ® Do not proceed with construction until all bradng Is securely and properly in place. No proceda con la construccl6n hasty que todos los arrlostres esttn colocados en forma aproplada y segura. Do not exceed maximum stack heights. Refer to BLSI -B4 tmma Sheet - Conte dlon Leading for more Information. No exceda las m,dmas alturas recomendadas. Vea el ranimen BCSI -B4 Caraa de Constnrccidn para mayor Informad6n. Max. Truss Bow Length 3/4° 12.5' 7/8° 1° 1 -1/8° 1 -1/4" 1 -3/8° 1 -1/2° 1-3/4° 2° 14.6' 18.7' 18.8' 20.8' 22.9' 25.0' 29.2' 33.3' Maximum Stack Height for Materials on Trusses Material Height (h) Gypsum Board 12° Plywood or OSB 18" Asphalt Shingles 2 bundles Contcrete Block 8" Clay Tile a 3.4 tiles high Diagonal brad every 10 truss spaces (20' max.) Do not overload small groups or single busses. No sobrecargue pequeflos grupos o trusses individuates. Place loads over as many trusses as possible. Coloque las cargas sobre tantos trusses como sea poslble. El Position loads over load bearing walls. Coloque las cargas sobre las paredes soportantes. ALTERATIONS — ALTERACIONES ® Refer to $CSI -B5 Summary Sheet - Truss Damage. Jobsite Modifications and Installation Errors. • Vea el lesdmen 13CSI -85 Daflos de trusses. Modificadones en la Obra y Errores de Instaladdn, 10' -15' max. Some chord and web members not shown for clarity. WEB MEMBER PLANE — PLANO DE LOS MIEMBROS SECUNDARIOS Web members QDo not cut, alter, or drill any structural member of a truss unless specifically permitted by the Truss Design Drawing. 10' -15' max. same sparing as bottom chord lateral bracing Diagonal braces every 10 truss spaces (20' max.) Some chord and web members not shown for clarity. DIAGONAL BRACING IS VERY IMPORTANT Ak iEL ARRIOSTRE DIAGONAL ES MUY IMPORTANTE! No torte, altere o perfore ningtin mlembro estructural de los trusses, a menos que est6 especiflcamente permitdo en el dibufo del dlseflo 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 sobremrgado durante la const ucd6n o han sido alterados sln una autorlzad6n previa del Fabricate de Trusses, pueden redudr o elimlnar la garantia del Fabrlkante de Trusses NOTE: The Truss Manufacturer and Truss Designer must rely on the fart that the Contractor and sane operator (8 applicable) are ca- pable to rmdertake the wall 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 Ind to ensure that the overall construction techniques employed wig put floor and roof trusses Into place SAFELY. These recommendations for handling, I daNtg and braclt9 wood trusses am wed upon the collective experience of leading tedudmb persameb in the wood truss ldusby, but must, due to the nature of responsibilities Intended that these � upon bye dime a GUIDE for use prated as superior a qualified lidding Designer or to any design specification (provided a an Archgffi, Engineer, the Building Designer, the Erection/Installation Contractor or otherwise) for handling, listening and bracing wood trusses and it does not preclude the use of other equivalent methods for bracing and prodding stability for the vas% and columns as may be determined by the truss Erection/Installation Contractor. Thus, the Wood 'Puss Council of America and the Wass Plate Indite° expressly disclaim any responsibility for damages arising from the use, application, ar reliance on the recommendations and Idanwtiuu contained herein. WOOD TRUSS COUNCIL OF AMERICA One WI-CA Center • 6300 Enterprise lane • Madison, WI 53719 608/2744849 • www.woodtrqiss.eom TRUSS PLATE INSTITUTE 583 D'Onofio Drive • Madison, WI 53719 608/833 -5900 • www.tpbstorg 8SWARN11x17031175 SUMMA GUIDE F 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 bracing of trusses. Refer tolICSI 1 -03 Guide to Good Practice for )dandli` SI, Installing & Bradnm of Metal Plate S,anna-ted Wood Trusses for more detailed infra -etion. Thiss ur' gn Drawings may specffy locations of permam: t bracing on Individual compression members. Refer to the SCSI -B3 Summary $beet - Web Member Permanent Bradng/Wet HetOfoltement for more information. All other permanent bracing design Is the responsibility of the Building Des(gner. NOTAS GENERALES HAND ERECTION — LEVANTAMIENTO A MANO Los trusses no estan maudos de ningrin modo que Identlfique la frecuenda o Ioralizaddn de los arrlostres (bradng) temporales. Use las recomendadones de manejo, instalad8n y anfostre temporal de los trusses. Vea el Meta SCSI 1 -03 Gula de Buena Pradtra pare el Manejo. irfstaladon y Arriostre de los Trusses de Madera Connectados con Places de Metalpara para mayor informadon. Los dibujos de d1se10 de los trusses pueden espedflcar las loczlimdones de las arriostres permanentes en los mlembros IndNlduales en compreslon. Vea la hoja L 0 @CSI -B3 para los arriostres permanentes v refuerzos de los mlembros secundarios (webs) pare mayor informadon. El recto de arrlostres permanentes son la responsabilidad del Dlsefador del Edifido. The consequences of Improper handling, installing and bradng may be a collapse of the structure, or worse, serious personal Injury or death. El resultado de un manejo, InstaladGn y arrlostre inarrecuados, puede ser Ia cafda de la estructura o aen peor, muertos o heridos. Trusses 20' or less, support at peak. Levante del pico los trusses de 20 pies o menos. Trusses up to 20' Trusses hasty 20' 1 7r Trusses 30' or LJ less, support at quarter points. Levante de los cuartos de tramo los trusses de 30 pies o menos. Trusses up to 30' Trusses hasty 30' HOISTING — LEVANTAMIENTO uf Hold each truss in position with the erection equipment until temporary bracing is installed and LJ truss is fastened to the bearing points. Sostenga cada truss en posidbn con la grim haste que el aniostre temporal este Instalado y el truss asegurado en los soportes. ® Do not lift trusses over 30' by the peak. No Lvante del pico los trusses de mas de 30 pies. Greater than 30' Mss de 30 pies Banding and truss plates have sharp edges. Wear ® gloves when handling and safety glasses when cutting band;ng. Empaques y places de metal tienen bordes afilados. Use guantes y lentes protectores cuando torte los empaques. HOISTING RECOMMENDATIONS BY TRUSS SPAN RECOMMENDACIONES DE LEVANTAMIENTO POR LONGITUD DEL TRUSS 60' or less HANDLING - MANE]O QAllow no more than 3" of deflec- tion for every 10' of span. Tagline No permits mas de 3 pulgadas de pandeo por cada 10 pies de tramo. UUlice cuidado especial en dfas ventosos o cerca de cables electricos o de aeropuertos. Approx. 1/2 .� truss length TRUSSES UP TO 30' TRUSSES HASTA 30' reader Toe-in Spreader bar for truss bundles Tagline Spreader bar 1/2 to 2/3 truss length —� TRUSSES UP TO 60' TRUSSES HASTA 60' Levante de la.cuerda superior los grupos verticales de trusses. Revise los empaques antes de mover los paquetes de trusses. Locate Spreader bar above or stltTack mid - height Attach 10' o.c. max. Q Avoid lateral bending. — Evite la flexion lateral. Tagline Do not store No almacene unbraced bundles verticalmente los upright trusses sueltos. ONE WEEK OR LESS MORE THAN ONE WEEK Spreader bar 2/3 to 3/4 trues length TRUSSES UP TO AND OVER 60' TRUSSES HASTA Y SOBRE 60' BRACING - ARRIOSTRE © Refer to 13CSI -B2 Summary Sheet - Truss Installa- tion and Temoorary Bracing for more information. Vea el resi rnen 8CSI -B2 - Instatedon de Trusses y Arriostre Terngoral pars mayor information. Do not walk on unbraced trusses. No ®mine en trusses sueitos, ur Locate ground braces for first truss directly 1=1 in line with all rows of top chord temporary lateral bracing. Coloque los arriostres de tlerra para el primer truss direr amente en Ifnea con cada una de las files de arriostres lateraies temporales de la cuerda superior. Brace first truss wet before erection of additional trusses. 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 elevedos con bloques a cada 8 0 10 pies. No almacene en tierra desigual. QFor long term storage, cover bundles to pre- vent moisture gain but allow for ventilation. Para almacen-amlento por mayor tlempo, cubra los paquetes para prevenir aumento de humedad pero permits ventllatlon. Top Chord Temporary Lateral Bracing (TCTLB) 2x4 min. L )A RESU E E A GWA D BU P CTICi PAR ENGINEERING COVER SHEET This cover sheet is provided as per Florida Statute 61G15-31.003 in lieu of signing and sealing each individual sheet. An index sheet of the truss designs is attached which is numbered and with the identification and date of each drawing. ENGINEER OF TRUSS DESIGN PACKAGE Armando R. Perez FL Reg. Eng. No. 28026 1811 SW 33 CT. MIAMI FL. 33145 PH:(786) 255 -4344 Project Name: EJD CONST - MOD: GERSON Building Authority: MIAMI SHORE, FL Design Load: Building Code: Software Used: 30- 15 -0 -10 psf. FBC 2007 / TPI 2002 MITEK 2009 v. 7.140 Project Engineer of Record: ED LANDERS P.E. #038398 TRUSSCORP INT. 9590 NW 89 AVE MEDLEY FL 33178 Phone; 305 - 8824826 Fax: 305-887 -6008 To: EJI) CONST Reaction Summary Job Number. Page: 1 Date: 06 -22 -2011 - 8:02:09 AM Project ID: GERSON Project: Block No: Model: GERSON Lot No: Contact Site: Office: Deliver To: • Account No: Designer. mtm Salesperson: Quote Number: Name: Phone: Fax: Tentative Delivery Date: Profile: Qty: Truss Id: Span: Truss Type: Slope: Reactions: I 3 CJ7 54 lbs. each 9 - 9 - 5 2X6/2X4 MONO TRUSS 2- 5- 0 2.12 0.00 Joint 2 Joint 7 635 Ibs. 842 lbs. 747 lbs. -561 lbs. I 1 CJ7A 39 Ibs. each 9 - 9 - 5 MONO TRUSS 2 - 2 - 12 2.12 0.00 Joint 1 Joint 6 426 Ibs. 869 lbs. -261 Ibs. -621 Ibs. 2 (1) 2 -Ply G1 86 lbs. each 14 - 4 - 0 2X4/2X6 COMMON 4- 1- 12 3.00 0.00 Joint 2 Joint 6 3074 lbs. 2857 Ibs. -2184 Ibs. -1805 Ibs. / /� 4 (2) 2 -Ply HG1 76 Ibs. each 16 - 0 - 0 2X4/2X6 HIP 2- 5- 4 3.00 0.00 Joint 2 Joint 5 1853 lbs. 1853 Ibs. -1584 Ibs. -1584 lbs. ® 7 J1 8 lbs. each 1 - 0 - 0 MONO TRUSS 0- 11 - 4 3.00 0.00 Joint 2 Joint 3 Joint 4 379 lbs. 269 lbs. 209 lbs. -767 Ibs. -125 Ibs. ® 1 J1A 3 lbs. each 1 - 0 - 0 MONO TRUSS 0- 9- 0 3.00 0.00 Joint 1 Joint 2 Joint 3 222 lbs. 40 lbs. 209 lbs. -51 lbs. -94 lbs. 7 J3 14 Ibs. each 3 - 0 - 0 MONO TRUSS 1- 5- 4 3.00 0.00 Joint 2 Joint 3 Joint 4 404 lbs. 35 lbs. 225 Ibs. -741 Ibs. -66 Ibs. 1 J3A 9 Ibs. each 3 - 0 - 0 MONO TRUSS 1- 3- 0 3.00 0.00 Joint 1 Joint 2 Joint 3 263 lbs. 113 Ibs. 225 lbs. -166 lbs. -237 lbs. `_..i 6 J5 20 Ibs. each 5 - 0 - 0 MONO TRUSS 1- 11 - 4 3.00 0.00 Joint 2 Joint 3 Joint 4 479 lbs. 160 Ibs. 245 Ibs. -657 lbs. -132 lbs. f� 2 J5A 15 lbs. each 5 - 0 - 0 MONO TRUSS 1- 9- 0 3.00 0.00 Joint 1 Joint 2 Joint 3 313 lbs. 203 Ibs. 245 lbs. -310 lbs. -410 lbs. //� 2 J7 26 Ibs. each 7 - 0 - 0 MONO TRUSS 2- 5- 4 3.00 0.00 Joint 2 Joint 3 Joint 4 576 lbs. 263 lbs. 265 lbs. -698 lbs. -250 Ibs. 2 J7A 26 lbs. each 7 - 0 - 0 MONO TRUSS 2- 3- 0 3.00 0.00 Joint 1 Joint 4 Joint 3 360 Ibs. 317 Ibs. 135 Ibs. -224 lbs. -147 lbs. -141 Ibs. 5 Ti 61 lbs. each 16 - 0 - 0 COMMON 2 -8 -4 3.00 0.00 Joint 2 Joint 4 1031 lbs. 1031 Ibs. -953 lbs. -953 lbs. � u it u v e R. P F R E 1 P E 2 g Q 2 6 9 T2 44 lbs. each 10 - 8- 0 COMMON 2- 0- 4 3.00 0.00 Joint 2 Joint 4 73811,s. 73811 J S 2 5 5-4344 DATE 6/22/20 -779 lbs. -779 Ibs. 2 T2A 39 lbs. each 10 - 8 - 0 COMMON 2 -0 -4 3.00 0.00 Joint2 J$i�g1 W 33 CaURT • M1pMI Fl 33 757 lbs. 530 lbs. -822 lbs. -331 lbs. c...--3 2 T2B 34 lbs. each 10 - 8 - 0 COMMON 1 - 10 - 0 3.00 0.00 Joint 1 Joint 3 550 lbs. 550 lbs. -374 Ibs. -374 Ibs. 5 T3 66 lbs. each 14 - 4 - 0 COMMON 4 - 1 - 12 3.00 0.00 Joint 2 Joint 6 964 lbs. 747 lbs. -1168 lbs. -838 lbs. 1 V19 59 lbs. each 19 - 2 - 12 VALLEY 0- 10 - 8 0.00 0.00 Joint 2 Joint 4 Joint 5 Joint 6 Joint 7 0 lbs. 0 lbs. 0 lbs. 0 lbs. 308 Ibs. -214 lbs. - 1 V2 12 lbs. each 2 - 0 - 4 VALLEY 1 - 10 -14 0.00 0.00 Joint 4 Joint 3 243 lbs. 243 lbs. - 1421bs. - 1421bs. 4 V4 9 Ibs. each 4 - 0 - 0 VALLEY 0- 5- 8 0.00 0.00 Joint 2 Joint l 43 lbs. 43 Ibs. TRUSSCORP INT. 9590 NW 89 AVE MEDLEY FL 33178 - Phone: 305-882-8826 Fax: 305-887-6008 To: EJD CONST Reaction Summary_ Job Number. Page: 2 Date: 06-22 -2011 - 8:02:10 AM Project ID: GERSON Project: Block No: Model: GERSON Lot No: Contact: Site: Office: Deliver To: Account No: Designer mtrn Salesperson: Quote Number. Name: Phone: Fax: Tentative Delivery Date: Profile: Qty: Truss Id: Span: Truss Type: Slope: Reactions: 1 V7 20 lbs. each 7-8-4 VALLEY 1- 0- 0 3.00 0.00 Joint l Joint 3 340 Ibs. 340 lbs. -396 Ibs. -396 Ibs. —,.--.;g:-.. 1 V7A 23 lbs. each 7 - 8 - 4 VALLEY 1- 6- 0 3.00 0,00 Joint 1 Joint 5 Joint 4 310 Ibs. 414 Ibs. 209 Ibs. -335 lbs. -429 lbs. -131 lbs. 3 V7B 24 Ibs. each 7 - 8 - 4 VALLEY 1 - 11 -1 3.00 0.00 Joint 1 Joint 5 Joint 4 285 lbs. 475 Ibs. 216 Ibs. -193 lbs. -651 Ibs. -51 Ibs. r� 2 V8 20 Ibs. each 8 - 0 - 0 VALLEY 1- 0- 0 3.00 0,00 Joint l Joint 3 340 Ibs. 340 lbs. -392 lbs. -392 lbs. IRMANDOR.PEREZPE28026 /86 -255 -4344 DATE 6/22/2011 1811 SW 33 CQURT *MIAMI FL 33145 Job GERSON Truss CJ7 Truss Type MONO TRUSS Qty 3 Ply 1 EJD CONST - MOD: GERSON Job Reference (optional) Trusscorp Int, 9590 NW 89 AVE, Medley, FL 7.140 s Aug 17 2009 MiTek Industries, Inc. Wed Jun 22 07:23:59 2011 -2-8 -8 4 -11 -14 9-9-5 Page 1 2 -8-8 4 -11 -14 1 4-9 -7 Scale = 1:23.3 3x4 11 4 5 2.12 12 3x4 - 3 c. N 2X4 11 10 2 1 `17 OI moillgilliii" l• •• _ mlo NO. .41111 11 12 8 7 2x4 I I 3x6 = 6 3x6 = 4 -11 -14 9 -9 -5 I I I 4 -11 -14 4-9-7 Plate Offsets (X,Y) [1:0 -4-0,0 -6-121 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.53 Vert(LL) -0.06 2-8 >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.40 Vert(TL) -0.10 7-8 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.45 Horz(TL) 0.02 7 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight 54 Ib LUMBER BRACING TOP CHORD 2 X 6 SYP M 26 TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc BOT CHORD 2 X 4 SYP M 30 purlins, except end verticals. WEBS 2 X 4 SYP No.3 *Except` BOT CHORD Rigid ceiling directly applied or 8 -6-10 oc bracing. W4: 2 X 2 SYP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb /size) 7= 843 /Mechanical, 2= 635/0 -11 -5 Max Horz2= 254(LC 3) Max Uplift7=-560(LC 3), 2 — 747(LC 3) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -10 =0/18, 2 -10 =0/18, 2-3=-1326/569, 3-4=-163/0, 4-5=-7/0, 4-7=-462/446 BOT CHORD 2 -11= 719/1266, 8-11= 719/1266, 8 -12= 719/1266, 7 -12= 719/1266, 6 -7 =0/0 WEBS 3-8= 0/290, 3-7= 1182/673 NOTES 1) Wind: ASCE 7 -05; 146mph (3- second gust); TCDL= 5.0psf; BCDL= 5.0psf; h =15ft; Cat. II; Exp C; Kd 1.00; enclosed; C -C Interior(1); cantilever left and right exposed ; Lumber DOL =1.33 plate grip DOL =1.00 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 560 Ib uplift at joint 7 and 747 Ib uplift at joint 2. 4) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 5) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 6) 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 =1.00 UniformLoads(plf) ARMANDO R. PERE1 PE28016 Vert: 1 -10 =90 Trapezoidal Loads (plf) -, 6 55 -34b DATE 6/11/2091 Vert: 10=0(F=45, B= 45)- to- 4=- 214(F =-62, B =-62), 4- 154(F =-62, B=-62)-to-5=-160(F=-65, B- 5), Z 2=- 2(F =9, B=9)-to-6=-49(F=-14, B=-14) 1 8 1 1 S W 33 C D U R T M I A h9 I FL 33145 Job GERSON Truss CJ7A Truss Type MONO TRUSS Qty 1 Ply 1 EJD CONST - MOD: GERSON Job Reference (optional) Trusscorp Int., 9590 NW 89 AVE, Medley, FL 7.140 s Aug 17 2009 MiTek Industries, Inc. Wed Jun 22 07:24:00 2011 Page 1 I 4 -11 -14 9-9-5 4 -11 -14 4-9-7 I Scale = 1:18.2 3x6 11 3 2.12 Fir 3x4 = c. c. 2 1 1 — ." 9 6 2x4 11 3x4 = 5 3x6 = I 4 -11 -14 9-9-5 4 -11 -14 1 4-9 -7 I LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I/defl Lid PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.76 Vert(LL) 0.07 1 -7 >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.41 Vert(TL) -0.11 6 -7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.52 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2007/TP12002 (Matrix) Weight 39 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 5 -10 -8 oc BOT CHORD 2 X 4 SYP M 30 purlins, except end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6 -11 -11 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib /size) 1= 427/0 -11 -5, 6= 869/Mechanical Max Horz 1= 214(LC 3) Max UpIift1= 261(LC 3), 6=-620(LC 3) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-1508/904, 2 -3= 211/36, 3- 4 =-7/0, 3-6=- 427/416 BOT CHORD 1 -8 =- 1076/1456, 7-8=-1076/1456, 7-9=-1076/1456, 6- 9=- 1076/1456, 5 -6 =0/0 WEBS 2- 7= 0/286, 2-6=-1341/992 NOTES 1) Wind: ASCE 7 -05; 146mph (3- second gust); TCDL= 5.0psf; BCDL= 5.0psf; h =15ft; Cat. II; Exp C; Kd 1.00; enclosed; C -C Interior(1); cantilever left and right exposed ; Lumber DOL =1.33 plate grip DOL =1.00 2) This truss has been designed for a 10.0 psf bottom chord live Toad nonconcurrent with any other live Toads. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 261 Ib uplift at joint 1 and 620 Ib uplift at joint 6. 4) This truss has been designed for a moving concentrated Toad of 200.0Ib live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 5) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 6) In the LOAD CASE(S) section, Toads applied to the face of the truss are noted as front (F) or back (B). L O A D C A S E ( S ) Standard A R M A R D O R . P E R E Z P E 2 8 0 2 6 1) Regular. Lumber Increase =1.33, Plate Increase =1.00 Trapezoidal Loads (pif) Vert: 1- 8(F =41, B=41)-to-3=-214(F=-62, B = -62), 3- 154(F =62, B=-62)-to-4=-160(F=-65, BIM); 255-4344 DATE 6/22/2011 1=-2(F=9, B= 9)- to- 5=- 49(F = -14, B=-14) 1811 SW 33 COURT *MIAMI FL 33145 Job GERSON Truss G1 Truss Type COMMON Qty 1 Ply 2 EJD CONST - MOD: GERSON Job Reference (optional) Trusscorp Int., 9590 NW 89 AVE, Medley, FL 7.140 s Aug 17 2009 MiTek Industries, Inc. Wed Jun 22 07:24:00 2011 Page 1 - 1 -11 -0 5-3-10 9-6 -13 13 -10 -0 4-4-• 1 -11-0 5-3-10 3x4 3 2x4 II 2 4-3-3 5x6 ♦ 4-3-3 Scale 3.00 FIT 3x4 illiPri = 1:26.6 11 5 d, 017 �� Illiatig 10 6 11 12 OISSII 4x6 = 3x6 11 5x6 = 4x6 = 6 I 5 -3-10 9-6-13 14-4-0 I I I 5-3-10 4-3-3 4-9 -3 Plate Offsets (X,Y): [1:0 -2-4,0 -1-01, [4:0- 3- 0,0 -3-0 1 [5:0 -2-4 0 -0- 101,17:0 -3-0 0 -2 -12] LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2007/TPI2002 CSI TC 0.35 BC 0.36 WB 0.46 (Matrix) DEFL in (loc) Udefl Ud Vert(LL) 0.12 7-8 >999 360 Vert(TL) -0.18 8 >931 180 Horz(TL) 0.03 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 173 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 5-11 -5 oc BOT CHORD 2 X 6 SYP M 26 purlins, except end verticals. WEBS 2 X 4 SYP No.3 *Except` BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. W2: 2 X 6 SYP M 26 OTHERS 2 X 4 SYP No.3 REACTIONS (Ib /size) 2= 3074/0 -8 -0, 6= 2858/0 -8 -0 Max Horz2= 402(LC 3) Max Uplift2= 2184(LC 3), 6= 1805(LC 3) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/28, 2- 3= 6675/3804, 3-4=- 3861/2248, 4-5=-153/23, 5-6=- 164/164 BOT CHORD 2 -10= 3909/6348, 8 -10= 3909/6348, 8-11= 3909/6348, 7 -11= 3909/6348, 7 -12 =2271 /3596, 6-12=-2271/3596 WEBS 3-8= 704/1627, 3-7= 2792/1665, 4-7=-1416/2547, 4-6=-4031/2544 NOTES 1) 2 -ply truss to be connected together with 16d (0.131 "x 3.5 ") nails as follows: Top chords connected as follows: 2 X 4 -1 row at 0 -9-0 oc clinched, 2 X 6 - 2 rows at 0 -9-0 oc clinched. Bottom chords connected as follows: 2 X 6 - 2 rows at 0 -9-0 oc clinched. Webs connected as follows: 2 X 4 -1 row at 0-9 -0 oc clinched. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7 -05; 146mph (3- second gust); TCDL= 5.0psf; BCDL= 5.0psf; h =15ft; Cat. II; Exp C; Kd 1.00; enclosed; C -C Interior(1); cantilever left and right exposed ; Lumber DOL =1.33 plate grip DOL =1.00 4) This truss has been designed for a 10.0 psf bottom chord live Toad nonconcurrent with any other live loads. A R M A N Q Q R. P E R E Z P E 2 8 0 2 6 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2184 Ib uplift at joint 2 and 1805 lb uplift at joint 6. 786-255 -4344 DATE 6/22/2011 6) This truss has been designed for a moving concentrated load of 200.0Ib live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. ' 'j $ 3 3 6 U R j ,� �� F < 3314 7) Girder carries tie-in span(s): 13-10-0 from 0-0-0 to 14-4 -0 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Continued on page 2 Job GERSON Truss G1 Trusscorp Int., 9590 NW 89 AVE, Medley, FL Truss Type COMMON LOAD CASE(S) Standard 1) Regular. Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (plf) Vert: 1-5=-90, 2-6=-327(F=-307) Qty Ply EJD CONST - MOD: GERSON 2 Job Reference (optional) 7.140 s Aug 17 2009 MiTek Industries, Inc. Wed Jun 22 07:24:00 2011 Page 2 ARMANDO R. PERU 'Pf2202S 785- 255 -4344 DATE 6/22/2011 1811 SW 33 COURT *MIAMI FL 33145 Job GERSON Truss HG1 Truss Type HIP Qty 2 Ply EJD CONST - MOD: GERSON Job Reference (optional) Trusscorp Int., 9590 NW 89 AVE, Medley, FL 7.140 s Aug 17 2009 MiTek Industries, Inc. Wed Jun 22 07:24:01 2011 Page 1 -1 -11-0 7 -0-0 9 -0-0 16-0-0 17 -11 -0 1 -11 -0 7 -0 -0 2 -0-0 7 -0-0 1 -11 -0 Scale = 1:33.1 4x6 = 4x6 = 3.00 12 3 4 Eli 2x411 2 iI 2 6 2x4 II _AIM. w mow Ism 6 f� •Tig m.--- 11 B 12 13 WZI 4x6 = 2x4 I I 2x4 11 4x6 — I 7 -0-0 9-0 -0 16 -0-0 7 -0-0 2 -0-0 I 7 -0 -0 Plate Offsets (X,Y): [1:0- 2- 4,0 -1 -0], [6:0 -2-4 0 -1 -0] LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2007/TPI2002 CSI TC 0.45 BC 0.22 WB 0.14 (Matrix) DEFL in (loc) Udefl Lid Vert(LL) 0.12 7-8 >999 360 Vert(TL) -0.17 7-8 >999 180 Horz(TL) 0.03 5 n/a n/a PLATES GRIP MT20 244/190 Weight 153 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc BOT CHORD 2 X 6 SYP M 26 purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (Ib /size) 2= 1853/0 -8-0, 5= 1853/0 -8-0 Max Uplift2= 1584(LC 3), 5=-1584(LC 3) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/28, 2- 3=- 4745/3182, 3-4=- 4544/3162, 4-5= 4745/3182, 5-6 =0/28 BOT CHORD 2 -11=- 2892/4481, 8 -11=- 2892/4481, 8-12=-2926/4544, 7-12=-2926/4544, 7 -13- 2892/44818 14 A 11 Q 0 .R R. [RUM Z f i 2,j; iU j !6 5-13- 2892/4481 WEBS 3-8=- 437/925, 4-7=- 437/925 788-255-4344 DATE 6/22/2011 NOTES 1) 2 -ply truss to be connected together with 16d (0.131 "x 3.5 ") nails as follows: 1811 S W 33 C fi U R T .141 A 141 Fl. 33145 Top chords connected as follows: 2 X 4 -1 row at 0-9-0 oc clinched. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc clinched. Webs connected as follows: 2 X 4 -1 row at 0-9-0 oc clinched. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7 -05; 146mph (3- second gust); TCDL= 5.0psf; BCDL= 5.0psf; h =15ft; Cat. II; Exp C; Kd 1.00; enclosed; C-C Interior(1); cantilever left and right exposed ; Lumber DOL =1.33 plate grip DOL =1.00 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1584 Ib uplift at joint 2 and 1584 Ib uplift at joint 5. 8) This truss has been designed for a moving concentrated load of 200.0Ib live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live Toads. 9) Girder carries hip end with 7 -0-0 end setback. 10) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 706 Ib down and 526 Ib up at 9 -0 -0, and 706 Ib down and 526 Ib up at 7 -0 -0 on bottom chord. The design/selection of such Con e a otir°page e(s) is the responsibility of others. Job GERSON Truss HG1 Truss Type HP Trusscorp Int., 9590 NW 89 AVE, Medley, FL Qty Ply EJD CONST - MOD: GERSON 2 2 Job Reference (optional) 7.140 s Aug 17 2009 MiTek Industries, Inc. Wed Jun 22 07:24:01 2011 Page 2 LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (plf) Vert: 1-3=-90, 3-4=-188(F=-97), 4 -6 =90, 2-8=-20, 7-8=42(F=-22), 5-7=-20 Concentrated Loads (lb) Vert: 8=-706(F) 7= 706(F) ARMANDO R. PEREI P128026 766-255 -4366 DATE 6/22/2011 1811 SW 33 COURT *klAHI FL 33145 Job GERSON Truss J1 Truss Type MONO TRUSS Qty 7 Ply 1 EJD CONST - MOD: GERSON Job Reference (optional) Trusscorp Int., 9590 NW 89 AVE, Medley, FL 7.140 s Aug 17 2009 MiTek Industries, Inc. Wed Jun 22 07:24:01 I - 1 -11 -0 1 -0 -0 2011 Page 1 1 1 -11-0 1 1 -0 -0 Scale =1:6.3 3 3.00 lir 2 ■ 2x4 I I 1 Pi" ‘.4Ni A*gn 111111111111111 I= 4 U4= 1 -0 -0 I 1 -0 -0 I Plate Offsets (X,Y) [1:0- 2- 4,0 -1 -0] LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) Udefl Lid PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC . 0.42 Vert(LL) -0.00 2 >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.07 Vert(TL) -0.00 2 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight 8 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc BOT CHORD 2 X 4 SYP M 30 purlins. OTHERS 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib /size) 2= 379 /0 -8 -0, 4= 9/Mechanical, 3=- 125/Mechanical Max Horz2= 126(LC 3) Max Uplift2=-766(LC 3), 3= 125(LC 1) Max Grav2= 379(LC 1), 4= 209(LC 6), 3= 269(LC 3) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/21, 2 -3= 91/119 BOT CHORD 2-6=-0/0, 4-6=-0/0 NOTES 1) Wind: ASCE 7 -05; 146mph (3- second gust); TCDL= 5.Opsf; BCDL= 5.Opsf; h =15ft; Cat. II; Exp C; Kd 1.00; enclosed; C -C Exterior(2); cantilever left and right exposed ; Lumber DOL =1.33 plate grip DOL =1.00 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live Toads. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 766 Ib uplift at joint 2 and 125 Ib uplift at joint 3. 4) This truss has been designed for a moving concentrated load of 200.0Ib live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 5) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard ARMANDO R . PE:RE2 PE/g828 786-255 -4344 DATE 5/22/2011 1811 SW 33 COURT*MIAMI FL 33145 Job GERSON Truss J1A Trusscorp Int., 9590 NW 89 AVE, Medley, FL Truss Type MONO TRUSS Qty 1 Ply 1 EJD CONST - MOD: GERSON Job Reference (optional) 7.140 s Aug 17 2009 MITek Industries, Inc. Wed Jun 22 07:24:01 2011 Page 1 1 -0-0 1 -0-0 3x4 = 4 1 -0 -0 3 1 -0-0 Scale = 1:6.3 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2007/TPI2002 CSI TC 0.03 BC 0.07 WB 0.00 (Matrix) DEFL in (loc) I/defl Ud Vert(LL) -0.00 1 >999 360 Vert(TL) -0.00 1 >999 180 Horz(TL) -0.00 2 n/a n/a PLATES GRIP MT20 244/190 Weight 3 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 1 -0-0 oc BOT CHORD 2 X 4 SYP M 30 purlins. BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib /size) 1= 50/0 -8 -0, 2= 41/Mechanical, 3= 9/Mechanical Max Horz 1 =78(LC 3) Max Uplift1 =51(LC 3), 2= -93(LC 3) Max Grav1= 223(LC 5), 2 =41(LC 1), 3= 209(LC 6) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =45/14 BOT CHORD 1- 4= -0/0, 3- 4=-0/0 NOTES 1) Wind: ASCE 7 -05; 146mph (3- second gust); TCDL= 5.0psf; BCDL= 5.0psf; h =15ft; Cat. II; Exp C; Kd 1.00; enclosed; C-C Exterior(2); cantilever left and right exposed ; Lumber DOL =1.33 plate.grip DOL =1.00 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 51 Ib uplift at joint 1 and 93 Ib uplift at joint 2. 4) This truss has been designed for a moving concentrated load of 200.0Ib live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 5) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard ARMA,NIO R. PFRFZ 1°E78016 786- 155 -4344 DATE 6/22/2011 1811 SW 33 COURT.MIAI`il F1 33145 Job GERSON Truss J3 Truss Type MONO TRUSS Qty 7 Ply 1 EJD CONST - MOD: GERSON Job Reference (optional) Trusscorp Int., 9590 NW 89 AVE, Medley, FL 7.140 s Aug 17 2009 MiTek Industries, Inc. Wed Jun 22 07:24:01 2011 Page 1 I -1 -11 -0 3-0-0 I I 1 -11 -0 3-0 -0 scale =1:9.7 3 3.00 12 2 2x4 11 1 ...... 6 4 3x4 = 3-0-0 3-0-0 Plate Offsets (X,Y): [1:0-2-4,0-1-0] LOADING (psf) SPACING 2 -0-0 CSI DEFL in (Ioc) I/defl Lid PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.54 Vert(LL) -0.01 2-4 >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.20 Vert(TL) -0.02 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 14 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc BOT CHORD 2 X 4 SYP M 30 purlins. OTHERS 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib /size) 3 =35 /Mechanical, 2= 405 /0-8 -0, 4= 25/Mechanical Max Horz2= 208(LC 3) Max Uplift3= -66(LC 3), 2 — 740(LC 3) Max Grav3 =35(LC 1), 2= 405(LC 1), 4= 225(LC 6) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/21, 2 -3 =-65/4 BOT CHORD 2- 6 =0/0, 4 -6 =0/0 NOTES 1) Wind: ASCE 7 -05; 146mph (3- second gust); TCDL= 5.0psf; BCDL= 5.0psf; h =15ft; Cat. II; Exp C; Kd 1.00; enclosed; C-C Exterior(2); cantilever left and right exposed ; Lumber DOL =1.33 plate grip DOL =1.00 2) This truss has been designed for a 10.0 psf bottom chord live Toad nonconcurrent with any other live loads. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 66 Ib uplift at joint 3 and 740 Ib uplift at joint 2. 4) This truss has been designed for a moving concentrated load of 200.0Ib live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 5) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard A R M A N bi p R. P E .R E Z P E 1'B ,01i 7BR-255 -4344 DATE 6/22/2011 1.B11 SW 33 CQURT *MJAM! FL 33145 Job GERSON Truss J3A Trusscorp Int., 9590 NW 89 AVE, Medley, FL Truss Type MONO TRUSS Qty 1 Ply 1 EJD CONST - MOD: GERSON Job Reference (optional) 7.140 s Aug 17 2009 MiTek Industries, Inc. Wed Jun 22 07:24:01 2011 Page 1 3-0 -0 3-0-0 3x4 = 3-0-0 3 3-0-0 2 a Scale = 1:8.7 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber. Increase 1.33 Rep Stress Incr YES Code FBC2007/TPI2002 CSI TC 0.19 BC 0.20 WB 0.00 (Matrix) DEFL in (Ioc) Udefl Ud Vert(LL) -0.01 1 -3 >999 360 Vert(TL) -0.02 1 -3 >999 180 Horz(TL) -0.00 2 n/a n/a PLATES GRIP MT20 244/190 Weight: 9 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc BOT CHORD 2 X 4 SYP M 30 puriins. BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. REACTIONS (Ib /size) 1= 139/0 -8-0, 2= 113/Mechanical, 3= 25/Mechanical Max Horz1= 160(LC 3) Max Upiift1= 165(LC 3), 2 — 236(LC 3) Max Grav1= 263(LC 5), 2= 113(LC 1), 3= 225(LC 6) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 2= -88/31 BOT CHORD 1- 4=0/0, 3 -4=0/0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7 -05; 146mph (3- second gust); TCDL= 5.0psf; BCDL= 5.0psf; h =15ft; Cat. II; Exp C; Kd 1.00; enclosed; C-C Exterior(2); cantilever left and right exposed ; Lumber DOL =1.33 plate grip DOL =1.00 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live Toads. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 165 Ib uplift at joint 1 and 236 Ib uplift at joint 2. 4) This truss has been designed for a moving concentrated load of 200.0Ib live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live Toads. 5) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard IR,t .AIDB 'R . 'PER.EZ P'f 8 7,6 7.85-255 -4344 DATE 6/22/2011 1811 SW 33 CUURT.MIA141 F1.3311,5 Job GERSON Truss J5 Truss Type MONO TRUSS Qty 6 Ply 1 EJD CONST - MOD: GERSON Job Reference (optional) Trusscorp Int., 9590 NW 89 AVE, Medley, FL 7.140 s Aug 17 2009 MiTek Industries, Inc. Wed Jun 22 07:24:02 I - 1 -11 -0 5-0 -0 2011 Page 1 I -I 1 -11 -0 5-0-0 Scale = 1:13.4 3 3.00 12 2 „ :, S C 2x411 1 ■ 6 ."1■- 4 3x4 = 5-0-0 5-0-0 Plate Offsets (X,Y): [1:0 -2-4 0 -1-0] LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.53 Vert(LL) -0.07 2-4 >743 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.39 Vert(TL) -0.10 2-4 >522 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight 20 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc BOT CHORD 2 X 4 SYP M 30 purlins. OTHERS 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb /size) 3= 160/Mechanical, 2= 479/0 -8-0, 4= 45/Mechanical Max Horz2= 189(LC 3) Max Uplift3= 132(LC 3), 2=- 656(LC 3) Max Grav3= 160(LC 1), 2= 479(LC 1), 4= 245(LC 6) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/21, 2-3=-74/36 BOT CHORD 2- 6 =0/0, 4 -6 =0/0 NOTES 1) Wind: ASCE 7 -05; 146mph (3- second gust); TCDL= 5.0psf; BCDL= 5.0psf; h =15ft; Cat. II; Exp C; Kd 1.00; enclosed; C -C Interior(1); cantilever left and right exposed ; Lumber DOL =1.33 plate grip DOL =1.00 2) This truss has been designed for a 10.0 psf bottom chord live Toad nonconcurrent with any other live loads. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 132 Ib uplift at joint 3 and 656 Ib uplift at joint 2. 4) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 5) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard ARM/MOD R . P ERE / P121,016 7H-25-34 4 DATE 6/22/2011 RI SW 33 CUURT.141AN1 FL 11145 Job GERSON Truss J5A Trusscorp Int., 9590 NW 89 AVE, Medley, FL Truss Type MONO TRUSS Qty 2 Ply 1 EJD CONST - MOD: GERSON Job Reference (optional) 7.140 s Aug 17 2009 MiTek Industries, Inc. Wed Jun 22 07:24:02 2011 Page 1 5 -0-0 5-0 -0 3x4 = 5-0-0 3 5-0-0 Scale = 1:11.0 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2007ITPI2002 CSI TC 0.58 BC 0.39 WB 0.00 (Matrix) DEFL in (Ioc) Udefl Vert(LL) -0.07 1 -3 >743 Vert(TL) -0.10 1 -3 >522 Horz(TL) -0.00 2 n/a Lid 360 180 n/a PLATES GRIP MT20 244/190 Weight: 15 Ib LUMBER TOP CHORD 2 X 4 SYP M 30 BOT CHORD 2 X 4 SYP M 30 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. REACTIONS (Ib /size) 1= 249/0 -8-0, 2= 203 /Mechanical, 3= 45/Mechanical Max Horz 1= 247(LC 3) Max Uplift1= 310(LC 3), 2=- 410(LC 3) Max Grav1= 313(LC 5), 2= 203(LC 1), 3= 245(LC 6) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-135/49 BOT CHORD 1- 4=0/0, 3 -4=0/0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7 -05; 146mph (3- second gust); TCDL= 5.0psf; BCDL= 5.0psf; h =15ft; Cat 11; Exp C; Kd 1.00; enclosed; C-C Exterior(2); cantilever left and right exposed ; Lumber DOL =1.33 plate grip DOL =1.00 2) This truss has been designed for a 10.0 psf bottom chord live Toad nonconcurrent with any other live loads. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 310 Ib uplift at joint 1 and 410 Ib uplift at joint 2. 4) This truss has been designed for a moving concentrated Toad of 200.0Ib live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 5) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard A R0E1.0 R.'PERREZI''f2,B 1 26 766-255 -4344 DATE 6/22/2011 1811 SW 33 EBURT•MIAMI FL 33145 Job GERSON Truss J7 Truss Type MONO TRUSS Qty 2 Ply 1 EJD CONST - MOD: GERSON Job Reference (optional) Trusscorp Int., 9590 NW 89 AVE, Medley, FL 7.140 s Aug 17 2009 MiTek Industries, Inc. Wed Jun 22 07:24:03 2011 - 1 -11 -0 I I Page 1 l 1 -11 -0 3-6-7 l 3-5-9 Scale = 1:17.0 3.00 12 2x4 II 2 1 III .• 6 4 3x4 = 7-0-0 7 -0-0 Plate Offsets (X,Y): [1:0 -2-4 0 -1 -01 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (Ioc) l/defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.65 Vert(LL) -0.21 2-4 >378 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.62 Vert(TL) -0.33 2-4 >235 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 26 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Structural wood sheathing directly applied or 6-0 -0 oc BOT CHORD 2 X 4 SYP No.1 D puriins. OTHERS 2 X 4 SYP M 30 BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib /size) 3= 263/Mechanical, 2= 577/0 -8 -0, 4= 65/Mechanical Max Horz2= 236(LC 3) Max Uplift3= 249(LC 3), 2=-698(LC 3) Max Grav3= 263(LC 1), 2= 577(LC 1), 4= 265(LC 6) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/21, 2-3=-91/58 BOT CHORD 2- 6 =0/0, 4 -6 =0/0 NOTES 1) Wind: ASCE 7 -05; 146mph (3- second gust); TCDL= 5.0psf; BCDL= 5.0psf; h =15ft; Cat. II; Exp C; Kd 1.00; enclosed; C-C Interior(1); cantilever left and right exposed ; Lumber DOL =1.33 plate grip DOL =1.00 2) This truss has been designed for a 10.0 psf bottom chord live Toad nonconcurrent with any other live loads. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 249 Ib uplift at joint 3 and 698 Ib uplift at joint 2. 4) This truss has been designed for a moving concentrated load of 200.0Ib live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live Toads. 5) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. L O A D CASE(S) Standard A R M A N Q 9 R, P E 8£ i P E 2 6 0 2 6 7,1'1 =2.1=4344 @AT E 6/22/2011 1811 SV 11 COUiti*MIA141 FL 13145 Job GERSON Truss J7A Truss Type MONO TRUSS Qty 2 Ply 1 EJD CONST - MOD: GERSON Job Reference (optional) Trusscorp Int., I 9590 NW 89 AVE, Medley, FL 7.140 s Aug 17 2009 MiTek Industries, Inc. Wed Jun 22 07:24:03 2011 3-6-7 7 -0-0 Page 1 3-6-7 I 3-5 -9 Scale =1:13.3 3 3.00171i _... 2x4 zz 2 1 • 5 4 3x4 = 3x4 = I 7 -0 -0 7 -0-0 Plate Offsets (X,Y): [4:0- 2- 6,0 -1-8] LOADING (psf) SPACING 2 -0-0 CSI DEFL in (Ioc) Vdefl Ltd PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.20 Vert(LL) -0.20 1-4 >374 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.61 Vert(TL) -0.33 1-4 >234 180 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) -0.01 4 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 27 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc BOT CHORD 2 X 4 SYP M 30 purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 9 -3-6 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib /size) 1= 354/0 -8-0, 3= 135 /Mechanical, 4=226 /Mechanical Max Horz 1= 188(LC 3) Max Uplift1= 224(LC 3), 3=-141(LC 3), 4 — 146(LC 3) Max Grav1= 360(LC 5), 3= 135(LC 1), 4=318(LC 6) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-610/492, 2- 3= -46/25 BOT CHORD 1 -5= 610/554, 4-5=- 610/554 WEBS 2-4=-578/635 NOTES 1) Wind: ASCE 7 -05; 146mph (3- second gust); TCDL= 5.0psf; BCDL= 5.0psf; h =15ft; Cat. II; Exp C; Kd 1.00; enclosed; C-C Interior(1); cantilever left and right exposed ; Lumber DOL =1.33 plate grip DOL =1.00 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live Toads. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 224 Ib uplift at joint 1, 141 Ib uplift at joint 3 and 146 Ib uplift at joint 4. 4) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live Toads. 5) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard A R M A N D O R . P E R E Z P f 2 8112 706- 255-4344 DATE 6/22/2011 1811 SW 33 CUURT.NIAMI FL 33145 Job GERSON Truss T1 Truss Type COMMON Qty 5 Ply 1 EJD CONST - MOD: GERSON Job Reference (optional) Trusscorp Int., 9590 NW 89 AVE, Medley, FL 7.140 s Aug 17 2009 MiTek Industries, Inc. Wed Jun 22 07:24:03 2011 Page 1 -1-11-0 8-0-0 16-0 -0 17 -1 1 -0 1 -11 -0 8-0 -0 8-0-0 1 -1 1 -0 Scale = 1:32.6 4x6 = 3.00 Fli 3 2x411 4 2x411 • _AMIE ► ix 9 6 10 2x4 I I 3x4 = 3x4 — I 8-0 -0 16 -0-0 8-0-0 1 8-0-0 Plate Offsets (X,Y): [1:0- 2- 4,0 -1 -0], [3:0- 3-0,0 -2-4], [5:0- 2- 4,0 -1 -0] LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/defl Ltd PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.57 Vert(LL) -0.22 4-6 >829 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.54 Vert(TL) - 0.39 4-6 >473 180 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(TL) 0.04 4 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 62 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 4-7 -3 oc BOT CHORD 2 X 4 SYP M 30 purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 8 -10-6 oc bracing. OTHERS 2 X 4 SYP M 30 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib /size) 2= 1031/0 -8-0, 4= 1031/0 -8-0 Max Uplift2= 953(LC 3), 4=-953(LC 3) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/21, 2 -3= 1737/887, 3-4=- 1737/887, 4-5 =0/21 BOT CHORD 2-9=-684/1577, 6- 9=- 684/1577, 6-10 =- 684/1577, 4-10=-684/1577 WEBS 3-6=0 /390 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 146mph (3- second gust); TCDL= 5.0psf; BCDL= 5.0psf; h =15ft; Cat. II; Exp C; Kd 1.00; enclosed; C-C Interior(1); cantilever left and right exposed ; Lumber DOL =1.33 plate grip DOL =1.00 3) This truss has been designed for a 10.0 psf bottom chord live Toad nonconcurrent with any other live Toads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 953 Ib uplift at joint 2 and 953 Ib uplift at joint 4. 5) This truss has been designed for a moving concentrated Toad of 200.0Ib live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard ARMAROOR.PEREZPE28026 786-255 -4346 DATE 6/22/2011 1811 SW 33 COURT.MIAMI FL 33145 Job GERSON Truss T2 Truss Type COMMON Qty 9 Ply 1 EJD CONST - MOD: GERSON Job Reference (optional) Trusscorp Int., 9590 NW 89 AVE, Medley, FL 7.140 s Aug 17 2009 MiTek Industries, Inc. Wed Jun 22 07:24:03 2011 Page 1 -1 -11-0 5-4-0 10 -8-0 12 -7 -0 1 -11-0 5-4-0 5-4-0 1 -11 -0 Scale: 1/2°=1 4x6 = 3.00 12 2 x 4 I I 2 2x411 _ r 5 •_ 9 10 _\..— No-MO 6 2 x 4 I I 3x4 = 3x4 _ I 5-4-0 10-8-0 l l 5-4-0 5-4-0 Plate Offsets (X,Y): [1:0- 2- 4,0 -1 -0], [5:0- 2- 4,0 -1 -0] LOADING (psf) SPACING 2 -0-0 CSI DEFL in (Ioc) I/defl Lid PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.54 Vert(LL) -0.07 4-6 >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.33 Vert(TL) -0.10 4-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code FBC2007ITPI2002 (Matrix) Weight: 44 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 6 -0 -0 oc BOT CHORD 2 X 4 SYP M 30 purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. OTHERS 2 X 4 SYP M 30 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib /size) 2= 738/0 -8-0, 4= 738/0 -8-0 Max Uplift2= 779(LC 3), 4=-779(LC 3) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/21, 2-3=-961/361, 3-4= 961/361, 4-5 =0/21 BOT CHORD 2-9=-200/850, 6-9=-200/850, 6 -10= 200/850, 4-10= 200/850 WEBS 3-6 =0/309 NOTES 1) Unbalanced roof live Toads have been considered for this design. 2) Wind: ASCE 7 -05; 146mph (3- second gust); TCDL= 5.0psf; BCDL= 5.0psf; h =15ft; Cat. II; Exp C; Kd 1.00; enclosed; C -C Interior(1); cantilever left and right exposed ; Lumber DOL =1.33 plate grip DOL =1.00 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 779 Ib uplift at joint 2 and 779 Ib uplift at joint 4. 5) This truss has been designed for a moving concentrated load of 200.0Ib live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live Toads. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard '.RM 8011 R. PEREZ PE28026 786-255 -4344 DATE 6/22/2011 1811 SW 33 CQURT *MIAMI FL 33145 Job GERSON Truss T2A Truss Type COMMON Qty 2 Ply 1 EJD CONST - MOD: GERSON Job Reference (optional) Trusscorp Int., 9590 NW 89 AVE, Medley, FL 7.140 s Aug 17 2009 MiTek Industries, Inc. Wed Jun 22 07:24:04 2011 Page 1 - 1 -11 -0 5-4-0 10-8 -0 I 1 -11-0 5-4-0 5-4-0 Scale = 1:21.1 4x6 = 3.00 12 2x4 II 1 4 ........ 7 6 6 2x4 II p 3x4 = 3x4 = 5-4-0 10-8 -0 I 5-4-0 5-4-0 Plate Offsets (X,Y): [1:0- 2- 4,0 -1 -0] LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2007/TPI2002 CSI TC 0.54 BC 0.35 WB 0.10 (Matrix) DEFL in (Ioc) Udefl Lid Vert(LL) -0.07 4-5 >999 360 Vert(TL) -0.11 4-5 >999 180 Horz(TL) 0.02 4 n/a n/a PLATES GRIP MT20 244/190 Weight: 39 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc BOT CHORD 2 X 4 SYP M 30 purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. OTHERS 2 X 4 SYP M 30 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib /size) 4= 530/0 -8-0, 2= 758/0 -8-0 Max Horz2 =48(LC 3) Max Uplift4=-331(LC 3), 2=- 821(LC 3) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/21, 2-3=-1048/549, 3-4= 1039/532 BOT CHORD 2- 7=- 430 / 934, 5- 7=- 4301934, 5-8=- 430/934, 4-8=- 430/934 WEBS 3 -5 =0/315 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 146mph (3- second gust); TCDL= 5.0psf; BCDL= 5.0psf; h =15ft; Cat. II; Exp C; Kd 1.00; enclosed; C-C Interior(1); cantilever left and right exposed ; Lumber DOL =1.33 plate grip DOL =1.00 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live Toads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 331 Ib uplift at joint 4 and 821 Ib uplift at joint 2. 5) This truss has been designed for a moving concentrated load of 200.0Ib live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard R AROO R. PEREZ PE28026 786- 255 -4344 DATE 6/22/2011 1811 SW 33 COURT *MIAMI FL 33145 Job GERSON Truss T2B Truss Type COMMON Qty 2 Ply 1 EJD CONST - MOD: GERSON Job Reference (optional) Trusscorp Int, 9590 NW 89 AVE, Medley, FL Y 7.140 s Aug 17 2009 MiTek Industries, Inc. Wed Jun 22 07:24:04 2011 Page 1 10-8-0 54-0 4x6 3.00 12 2 I -4- 5-4-0 Scale = 1:17.8 = 1 3 i■ 5 6 2x4 II T , 1 3x4 = 3x4 = 5-4-0 1� I LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2007/TPI2002 CSI TC 0.28 BC 0.35 WB 0.10 (Matrix) DEFL in (loc) I/defl Lid Vert(LL) - 0.07 3-4 >999 360 Vert(TL) -0.11 3-4 >999 180 Horz(TL) 0.02 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 34 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc BOT CHORD 2 X 4 SYP M 30 purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 9 -2 -14 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib /size) 1= 550/0 -8-0, 3= 550/0 -8-0 Max Uplift1= 373(LC 3), 3 — 373(LC 3) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 2= 1126/722, 2- 3= 1126/722 BOT CHORD 1 -5=- 614/1017, 4-5=-614/1017, 4-6=- 614/1017, 3-6= 614/1017 WEBS 2-4 =0/321 NOTES 1) Unbalanced roof live Toads have been considered for this design. 2) Wind: ASCE 7-05; 146mph (3- second gust); TCDL= 5.0psf; BCDL= 5.0psf; h =15ft; Cat. 11; Exp C; Kd 1.00; enclosed; C-C Interior(1); cantilever left and right exposed ; Lumber DOL =1.33 plate grip DOL =1.00 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live Toads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 373 Ib uplift at joint 1 and 373 Ib uplift at joint 3. 5) This truss has been designed for a moving concentrated load of 200.0Ib live located at all mid panels and at all panel points along the Bottom Chord, nonconcunrent with any other live Toads. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard ARMA lDO R . PERE7 Pi 26126 786`255 -4344 DATE 6/22/2011 1811 SW 33 CQURT.M1AMI FL 33145 Job GERSON Truss T3 Truss Type COMMON Qty 5 Ply 1 EJD CONST - MOD: GERSON Job Reference (optional) Trusscorp Int., 9590 NW 89 AVE, Medley, FL 7.140 s Aug 17 2009 MiTek Industries, Inc. Wed Jun 22 07:24:04 2011 - 1 -11 -0 7 -1 -3 13-10 -0 4-4-, Page 1 1 -11-0 7 -1 -3 6 -8-13 -6 -r scale =1:27.6 3.00 12 5x6 I I 5 3x6s 4x6 = 3 ea r d 2x4 II 9 10 3x6 = 2x4 I I 6 5x6 = I 7 -1 -3 14-4-0 7 -1 -3 i 7 -2 -13 Plate Offsets X : 1:0 -2-4 0 -1 -0 2:0 -2 -12 0 -1-8 3:0 -3-0 0 -2-8 5:0 -1 -8 Ed•e 6:0 -3-0 0-3-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) Vdefl Lid PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.79 Vert(LL) -0.18 6-7 >946 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.48 Vert(TL) -0.29 6 -7 >576 180 BCLL 0.0 Rep Stress Incr YES WB 0.51 Horz(TL) -0.04 6 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight 67 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 5-3-4 oc BOT CHORD 2 X 4 SYP M 30 purlins, except end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 5-6-7 oc bracing. OTHERS 2 X 4 SYP M 30 WEBS 1 Row at midpt 3-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib /size) 2= 964/0 -8-0, 6= 748/0 -8-0 Max Horz 2= 556(LC 3) Max Uplift2= 1167(LC 3), 6=- 838(LC 3) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/21, 2-3=-1673/1373, 3-4=- 138/0, 4-5=-51/17, 5-6= 266/400 BOT CHORD 2 -9= 1689/1532, 7 -9= 1689/1532, 7 -10= 1689/1532, 6-10= 1689/1532 WEBS 3-7= 0/355, 3-6= 1540/1694 NOTES 1) Wind: ASCE 7-05; 146mph (3- second gust); TCDL= 5.0psf; BCDL= 5.0psf; h =15ft; Cat. II; Exp C; Kd 1.00; enclosed; C-C Exterior(2); cantilever left and right exposed ; Lumber DOL =1.33 plate grip DOL =1.00 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live Toads. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1167 Ib uplift at joint 2 and 838 Ib uplift at joint 6. 4) This truss has been designed for a moving concentrated Toad of 200.0Ib live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 5) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard F R i A I(;8 0 R. P E Ri E Z 1)1218 2 6 786- 255 -4344 DATE 6/22/2111 1811 SW 33 COURT *MIAMI FL 33145 Job GERSON Truss V2 Trusscorp Int., 9590 NW 89 AVE, Medley, FL Truss Type VALLEY Qty Ply EJD CONST - MOD: GERSON 1 1 Job Reference (optional) 7.140 s Aug 17 2009 MiTek Industries, Inc. Wed Jun 22 07:24:04 2011 Page 1 2 -0-4 2 -0-4 3x4 = 2 2x4 II 4 2x4 II 5 2 -0-4 3x4 = 3 2 -0-4 Scale: r =1 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber lncrease 1.33 Rep Stress Incr YES Code FBC2007/TPI2002 CSI TC 0.08 BC 0.13 WB 0.00 (Matrix) DEFL in (loc) I/defl Vert(LL) n/a - n/a Vert(TL) n/a - n/a Horz(TL) 0.00 3 n/a Lid 999 999 n/a PLATES GRIP MT20 244/190 Weight: 13 Ib LUMBER TOP CHORD 2 X 4 SYP M 30 BOT CHORD 2 X 4 SYP M 30 WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 4= 95/2 -0-4, 3= 95/2 -0-4 Max Uplift4=- 141(LC 3), 3=-141(LC 3) Max Grav4= 243(LC 5), 3= 243(LC 6) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-4=-78/150, 1-2=0/0, 2-3=-78/150 BOT CHORD 4-5=-0/0, 3- 5=-0/0 WEBS 1-3=-0/0 BRACING TOP CHORD Structural wood sheathing directly applied or 2 -0-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7 -05; 146mph (3- second gust); TCDL= 5.0psf; BCDL= 5.0psf; h =15ft; Cat. II; Exp C; Kd 1.00; enclosed; C-C Exterior(2); cantilever left and right exposed ; Lumber DOL =1.33 plate grip DOL =1.00 2) Provide adequate drainage to prevent water ponding. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 141 Ib uplift at joint 4 and 141 Ib uplift at joint 3. 6) This truss has been designed for a moving concentrated load of 200.0Ib live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 7) 'Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard ARMANDO R. PERE2P'E28028 786-255 -4344 DATE 6/22/2011 1811 SW 33 CDURT #MIAMI FL 33145 Job GERSON Truss V4 Trusscorp Int., 9590 NW 89 AVE, Medley, FL Truss Type VALLEY Qty 4 Ply 1 2 -0-0 EJD CONST - MOD: GERSON Job Reference (optional) 7.140 s Aug 17 2009 MiTek Industries, Inc. Wed Jun 22 07:24:05 2011 Page 1 2 -0 -0 4-0 -0 2 -0-0 Scale = 1:7.6 2 4-0-0 4-0 -0 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 0.90 Pit. Metal Increase 0.90 Lumber Increase 0.90 Rep Stress Incr YES Code FBC2007/TPI2002 CSI TC 0.00 BC 0.01 WB 0.00 (Matrix) DEFL in (Ioc) I/defl Lid Vert(LL) n/a - n/a 999 Vert(TL) n/a - n/a 999 Horz(TL) 0.00 n/a n/a PLATES GRIP Weight 9 Ib LUMBER BRACING BOT CHORD 2 X 6 SYP M 26 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS (Ib /size) 2= 22/4 -0-0, 1= 22/4 -0-0 Max Grav2 =43(LC 2), 1=43(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension BOT CHORD 1 -2 =0/0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Gable requires continuous bottom chord bearing. 2) This truss has been designed for a 10.0 psf bottom chord live Toad nonconcurrent with any other live Toads. 3) This truss has been designed for a moving concentrated Toad of 200.0Ib live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 4) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASES) Standard PUIU-Pf2BflZ6 78£ -255 -4344 DATE 6/22/2011 T "a� 5W M MR1.141AM1 Fl 33145 Job GERSON Truss V7 Truss Type VALLEY Qty 1 Ply 1 EJD CONST - MOD: GERSON Job Reference (optional) Trusscorp Int., 9590 NW 89 AVE, Medley, FL 7.140 s Aug 17 2009 MiTek Industries, Inc. Wed Jun 22 07:24:05 2011 Page 1 3-8-4 7-8-4 � 4-0-0 Scale = 1:14.5 3x6 = 3.00 12 2 1 3 4 3x4 3x4 7 -8-4 7-8-4 Plate Offsets (X,Y): [2:0- 3- 0,Edge] LOADING (psf) SPACING 2 -0-0 CSI DEFL in (Ioc) I/defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.31 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.52 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 3 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight 20 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc BOT CHORD 2 X 4 SYP M 30 purlins. BOT CHORD Rigid ceiling directly applied or 8 -2 -9 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib /size) 1= 310/7 -8-4, 3= 310/7-8-4 Max Uplift1= 396(LC 3), 3=-396(LC 3) Max Grav1= 341(LC 7), 3= 341(LC 8) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-547/876, 2-3=-547/876 BOT CHORD 1- 4=- 791/507, 3-4=- 791/507 NOTES 1) Unbalanced roof live Toads have been considered for this design. 2) Wind: ASCE 7 -05; 146mph (3- second gust); TCDL= 5.Opsf; BCDL= 5.Opsf; h =15ft; Cat. II; Exp C; Kd 1.00; enclosed; C-C Exterior(2); cantilever left and right exposed ; Lumber DOL =1.33 plate grip DOL =1.00 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 396 Ib uplift at joint 1 and 396 Ib uplift at joint 3. 6) This truss has been designed for a moving concentrated load of 200.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 7) °Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard MARDI) R. pERE/ Pf/BD?6 786 -255 -4344 DATE 6/22/2011 1811 SW 33 CUURT *MIAMI F1 33145 Job GERSON Truss V7A Truss Type VALLEY Qty 1 Ply 1 EJD CONST - MOD: GERSON Job Reference (optional) Trusscorp Int., 9590 NW 89 AVE, Medley, FL 7.140 s Aug 17 2009 MiTek Industries, Inc. Wed Jun 22 07:24:05 2011 Page 1 I 6 -0 -0 7-8-4 6-0 -0 I 1 -8-4 Scale = 1:14.3 4x6 = 3.00 12 2 32x4 1 MI 5 7 4 6 3x4 % 2x4 ll 2x4 11 7-8-4 7-8-4 I LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) Udefl lid PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.58 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.29 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 24 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 7-8-4 oc BOT CHORD 2 X 4 SYP M 30 purlins, except end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb /size) 4= 55/7 -8-4, 1= 255/7 -8-4, 5= 388/7 -8-4 Max Horz 1= 131(LC 3) Max Uplift4 — 131(LC 3),1= 334(LC 3), 5=- 428(LC 3) Max Grav4= 209(LC 10), 1= 311(LC 8), 5= 415(LC 6) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 3-4=-69/124, 2-3=-13/33, 1- 2= -42/42 BOT CHORD 1- 6 =0/0, 5- 6 =0/0, 5- 7 =0/0, 4 -7=0/0 WEBS 2-5=-286/479 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 146mph (3- second gust); TCDL= 5.0psf; BCDL= 5.0psf; h =15ft; Cat. II; Exp C; Kd 1.00; enclosed; C-C Exterior(2); cantilever left and right exposed ; Lumber DOL =1.33 plate grip DOL =1.00 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 131 Ib uplift at joint 4, 334 Ib uplift at joint 1 and 428 Ib uplift at joint 5. 6) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard A, R N A l e il II, P E R E Z Pine / 6 7861-255 -4341 BATE 6/22/201 1811 S111 33 Ciliniqii1111 FL3V1u5 Job GERSON Truss V7B Truss Type VALLEY Qty 3 Ply 1 EJD CONST - MOD: GERSON Job Reference (optional) Trusscorp Int., 9590 NW 89 AVE, Medley, FL 7.140 s Aug 17 2009 MiTek Industries, Inc. Wed Jun 22 07:24:05 2011 Page 1 I 7 -8-4 7 -8-4 I Scale =1:14.3 2x4 II 3 3.00 fil . 2x4 II 2 1 ■ ■ i ■ ■ •::❖:❖:•:•:•:•:•::•:❖:❖:• :•:•: ❖:•::•: ❖::•: ❖- • :•:•:•:: Job GERSON Truss V8 Truss Type VALLEY Qty 2 Ply 1 EJD CONST - MOD: GERSON Job Reference (optional) Trusscorp Int., 9590 NW 89 AVE, Medley, FL 7.140 s Aug 17 2009 MITek Industries, Inc. Wed Jun 22 07:24:05 2011 Page 1 4-0-0 8-0-0 4-0-0 1 4-0-0 Scale = 1:14.9 3x6 = 3.00 ril 2 1 3 Ira MINN WWI ow i .'i i':'i i'.'i'i�OJi�iii.'i :.....: .: .......� � ....� .. 'iii i i iii Oil ii Oiiii'ii'i i i iii i i i i i i iii4�0i'i i iO�i ii i ii i . � • .. � .... 4 3x4 3x4 8-0-0 8-0-0 Plate Offsets (X,Y): [2:0- 3- 0,Edge] LOADING (psf) SPACING 2 -0-0 CSI DEFL in (Ioc) I/defl Lid PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.30 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.52 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 3 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight: 21 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc BOT CHORD 2 X 4 SYP M 30 purlins. BOT CHORD Rigid ceiling directly applied or 8-3-2 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib /size) 1= 310/8-0-0, 3= 310/8 -0-0 Max Uplift1= 391(LC 3), 3=- 391(LC 3) Max Grav1= 341(LC 7), 3= 341(LC 8) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-547/867, 2-3=-547/867 BOT CHORD 1-4=-783/507, 3-4=- 783/507 NOTES 1) Unbalanced roof live Toads have been considered for this design. 2) Wind: ASCE 7 -05; 146mph (3- second gust); TCDL= 5.0psf; BCDL= 5.0psf; h =15ft; Cat. II; Exp C; Kd 1.00; enclosed; C-C Exterior(2); cantilever left and right exposed ; Lumber DOL =1.33 plate grip DOL =1.00 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live Toads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 391 Ib uplift at joint 1 and 391 Ib uplift at joint 3. 6) This truss has been designed for a moving concentrated load of 200.0Ib live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live Toads. 7) "Semi -rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard A R M A N D O R, P E R E Z P E Z 8 0 2 6 766- 255 -4344 DATE 6122!2819 1811 SW 33 COURT *MIAMI FL 33145 Job GERSON Truss V19 Truss Type VALLEY Qty 1 Ply 1 EJD CONST - MOD: GERSON Job Reference (optional) Trusscorp Int., 9590 NW 89 AVE, Medley, FL 7.140 s Aug 17 2009 MiTek Industries, Inc. Wed Jun 22 07:24:06 2011 Page 1 19 -2 -12 19 -2 -12 Scale =1:33.1 3 x 8 I I 3 x 6 = 3x8 I I 3 x 8 II 3x8 I I 1 2 3 4 5 6 III MI 12 13 11 14 10 9 8 15 7 3x8 II 3x6 = 19 -2 -12 19 -2 -12 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (Ioc) I/defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.36 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber Increase 1.33 BC 0.25 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(TL) 0.01 2 n/a n/a BCDL 10.0 Code FBC2007/TPI2002 (Matrix) Weight 59 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc BOT CHORD 2 X 4 SYP M 30 purlins, except end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (Ib /size) 12= 229/19 -2 -12, 7= 238/19 -2 -12, 11= 599/19 -2 -12, 10= 477/19 -2 -12, 8= 541/19 -2 -12 Max UpIift12 =205(LC 3), 7=-213(LC 3), 11= 537(LC 3), 10=- 427(LC 3), 8=-485(LC 3) Max Grav 12= 304(LC 8), 7= 308(LC 12), 11= 599(LC 1), 10= 477(LC 1), 8= 541(LC 1) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-12=-188/227, 1 -2=- 142/127, 2-3=-142/127, 3-4=-142/127, 4-5= 142/127, 5-6= 142/127, 6-7= 196/238 BOT CHORD 12 -13= 127/142,11 -13= 127/142, 11 -14=- 127/142, 10 -14= 127/142, 9-10= 127/142, 8-9= 127/142, 8-15= 127/142, 7-15=-127/142 WEBS 2- 11=- 489/590, 4-10= 391/472, 5-8=- 440/530 NOTES 1) Wind: ASCE 7 -05; 146mph (3- second gust); TCDL= 5.0psf, BCDL =5.0psf; h =15ft; Cat. II; Exp C; Kd 1.00; enclosed; C -C Exterior(2); cantilever left and right exposed ; Lumber DOL =1.33 plate grip DOL =1.00 2) Provide adequate drainage to prevent water ponding. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live Toads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 205 Ib uplift at joint 12, 213 Ib uplift at joint 7, 537 Ib uplift at joint 11, 427 Ib uplift at joint 10 and 485 Ib uplift at joint 8. 6) This truss has been designed for a moving concentrated Toad of 200.0Ib live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ARMANDO R, PEREZ PE2B026 LOAD CASE(S) Standard n ` Ht_4144 DATE 6/22/2011 i iW 11 t R T *NlAM l FL 33145 Continuous Bracing 6.24" 0.o.• In areas without plyw. sheathing ' Vai416yrnlees Valley Truss III Supporting Truss May Trusses (g3 24" 0.0. • Partlal Rouf Layout . 12 prich to'7• 8 "wedge n$tted to tiles w/ 2 -8d toe -try, or tievet cut bottom chord • of valley truss • Notes: Star( 48" 0.0. (see note . Suppo trusses at 24" oro. • Design Loads: 30 + 15•+ 0 4* 10 Par, 33% DOL• Wind Speed 148 MPH, 10 PSF Dead toad Lumber. 2x4 No.,2 ND SYp min, chordst • 2x4 No. a SIT min. webs • . . .(1;) Provt¢a cont bracing on verticals over 6' - 3 ". connect bracing to vertical. w/ 2; 10d nails, Bracing must bd tied to a• fixed point at ends. (b) M'ax. spacing fur ve rtioaf studs is 6' - 0 ": • (o) Conn; for upffh with min. 1 -1/4" 16 ga. twist strap pt 4' - 0" 0.9. wiffi 4, 1Od nails each side of st=ap..(ASCE 7-02, FRO 2004 (d) Brace top ohords•of supporting see g ood sheathing or • .2x4 coat. besot%.ert 24" 0.0. • i • ' ' 7 . � ., ' • ao ". • �.: 1.A - tr� • •• titer. Engineering Ltd.' Co. 332.0 Paddock Reed Weston, .FL • 33331' 854 - 800 -7123 , • • John-A,. . Qter;,S: r f' FL i"."ebrg,a . • customer: Job: . Valley Dahl. Project ,• Date: 12120/06 scsite: tit i-s 1188 13I .I 011. G •14I -90 N64 ?N8 4.9V Iiid trt r 1i�LC. °ST ;WEBBRadE. • SUM WEs FORCE.(Ibs.) . g4 "04 C. • 4•6..'0.G • Cf2p4C.dhlG 11kA,°TERLAL 'YP.e•', • BRACING MA'TENAL E • EFIACIIO MA7EMAI. TYPE, • A B p to 13 • WOO 7gari.a,: 3660 A. 1E4 Q " 8940 • • :48Da r 4tiE10 •4644 894* 1 3942 ". a94R Mi. 4 t 2190 .* 2205 5058 .517.8 4.360 * 1344 3950 M . 7334 . 3088 34190 x. MPG • • 8'178 .' 0042 Ip . • 0 • 400d '4, . ' 891;4 .27$O * • ' 4;14.0 13.34 2780 2760 e ' 4140 • 4 . 2007 09 ,r • 374: a • • 'f's44 2594 , . E3 .* , 8750 * 2503 4509 t 4140 3763 P • * QNTROLliED IaYCONNECT!ON • 13 CI G 34•°T' MORIAL& . iX41MD.46in? BOA- ' • iX4*2SR5 (Olt,HE, SPF) xs fa, Sr ,C01.18T(8pF.tte NF. OR GYP, X 403, 3T3.21 QOIVsT (S ,17F, HF, OR 8'•?) xis A 3 Oft BETTER (SPF, PF, tiP,OR In n • GENERA[.NOTES . ' • 14 X->aRA U G Is Ammar) 701 Tiv.havtresHtt atkA11GY1V:1 ,TERAL sixtals FNrm giro Ime • mcvasuVoidtv Mrs otAvi-vukr.k.TrAcMvilsoRvi mTa133avvIoplaaOVAauxutusa' . R Trusts3 er4colliwnoXy vAs£77.ONLAIT' t.BA+scx' t a33if*TFt$5vetrR'O. 2..X.AR airoM412 A1:uttar•8g'M,lE215-.P5 RB3-r3s3..hS71•EE,t1°.T L ' • • MAgiR1M.ANO2H U.51j•> R1N=HA 'MA%rrisTSRssareWiSaPelstI PS A. TAPPRaX 481�8ATi6g•ANa00.Ltla&NAl1.AA YAaN@kDAMIVC164 TS ' •. '. l5J$0 NTH 24d 00940tT WIFe1' AM 0404 NNDX 1ogD12 M4TEAINJ 4. d?OMPRI,, * MIMI. aRACIR7QChOHSROsoWtorn liad ti WM WM. couseaird RADA Muss r.A.TenAt.ssx.033.1 • 6, sFrt srrouCDSaaewnNuavaan sa ss- i3.:via AVArt r'oNa7R tlor,J • D. F•aq/t4CE11J Mt:tatitomaa aveantsavva resttotd4 NP *SsTAIJ.A37M4 or 8Mc1K2, CONS= t SE$434701PORAFtrBRAZING OFMg16 L FtA.TN aop 3areFSwooa'r>ut>t M chtbEt••?i FHAFODt:ANKLIN304-1343 Atc BF;4,0174Q ma Itrammerownwerravenwin P1J T2 Rdagrrtris, ass P'ottveRta PRNVe. IdstralsOK Wl.•eccril. , r, an alor -AA1s lywa.e 9-Piti sRtr►a FAA PEBwx Wt ri T� iaes4vEH... • A TM:IAd~spoon/5JvnaULOaBa.b"0 acgANp•0.11a'1N»1NA Ata= W4T1idJOB 1a4i • • MA•f01.° (vne tao of Xr brsr o;how, chatted for dt>aririntl darliy. 777U Okra!! ordWra norbafR$1 litacking • lag fa trio 40p.10:1 boners' chord 14 B $R teo to 1be Ift3lae piants.j • ••1x4 or 6 2x4,S,or8 L13# .CE p5rXit. Walling pattern hSatl tz�e Nall-spacing IVA ti. c.o. • 18 • . 8" o.o. Note; Nall Wong N le f 1,-B ce (Ort Two plus • . $T -L 31 ACE 1d� I�xc: Old, '1dc to! do %a bo utkart wi erc continuous rtaust c% crf web iert. tit. • . • Nall . Section total. I., Hreoe •Web • • . Web Bits • 233 or 2x44 •1..•$FeoC`size • • for orre • f3y trues • . S twited• Conti aus •. ' Ravi t t.ntelti pre ch• i 1 1x4 • • .'!x6 - -. Xt3 2x8 .4* DIR -aussrri+oN -NOV Piciaet.E Vyab Size .2 kr•Beoe stye • fi: x Tre$ s .:**Spiebifisti Got lnuous . Paws b1`Lateral Biadrsg 1. 2x4 • .aur3dliG•..•r aW.up t••Nhort NOT Rru+.ASLils • • L-• 'race rnustio s 3rrse Sli4X11BS grac.t6 (6r battier) oo veb mat•coor.. • 2 • 1111'11'. • • • iY '• . , Trues; plate rogjuireg ••• to troms.liiii locuLta . bottom cho'rci ekt amex r MIN. . Ntvi Hs ' Product Cod6 . NVHQR MIN. 4* *. • • icirtill'ar• LL EMB. • • ."tic:YiOlf..• • • N14171.• • HLARtCANE....44PS.;•.tr- .: •• :•',...• ._,_,,,„...•••.:',: ;':•-• '.''..1: All: "cibltt ' L a iii9.. DescripV ac on • norametnit.. pi f HURRicAilE CLIP - li GHT • • 18- . IMOIMMI, 021t7 Eas fa MillF; MEI Fas en .• HURRICANE CUP. — LEFT • 3.3.$• 333. Fo?. Uplift; iusio• twit Wm: !criti.4r! each Mde 'to. mit:01y With: OectiOrl, ,?3:4,t7..• of • • ' th•e: PBC . •:. •. : • • • . • • • ' • . • . • • • • ' • • • *IR ..11P:Ikii holq :41a.=0.1 7r • ahem! ..• • . tiottAnt • , • SCALE: • rkrfi, '• • 2.-211 Pi; • NVI-I.CR-*. ' ..• • : MlAMl COUNTY BUILDING CODE COMPLIANCE OFFICE (DCCO) • PRODUCT CONTROL DIVISION • NOTICE OF ACCEPTANCE i7A. Nu -Vue Industries, Inc. 1.055 Er Z9 Street • Hialeah, Florida 33013 ggopEi NIA I -DADE COUNTY, FI. tt% q, MEMO -BADE 11 GLER 8UI1;.ZjrNt . 140 WEST PLAGLER ST1tEEt, SOITU 4404- • . • •• M'1'Aiki1, F oRIDA 33130.:1563 ` '(300 37'1.001 FAX (309 37'2 - 3 II II I . This, NOA is bekir issued under the'applicable ruiea aired regulations : materials: The do e,tatiou submitted has benert reviaewed b ' Mi e use of construction and accepted by the'�oard'o�Ei�ules quad Appeals . p Y an,,i -Bads Cbuury I'roiiuot Control Division . where aiiowed by. the Atithbri�t Having pP ( to be used in Komi ,Dade' Count ►and other areas • • • T� NSA shall y � JU�tdiatlou'.�AHJ'j. • • • • • Act be.valid.after the expiration date stated below. The•h1.iami lade County product Control • Division (in nand bade County) and/or the ART. Cm areas other than 'Miami Dade County) reserve the right to baavo this. product or material totted. for quality assurance purposes: If this •produot or • perform, in tlre' aocepted manner; the maltifaoiurer van ivawr' the me ] e. A fails to • immediately revoke, modify) or � p exgegse of such testing •and the, ART ;,,�, suspend the'use o snob product or material Witlrlta. their jtirisdiotiorr;. BO ,d reserves the right tO .revoke this acceptance, if it is dotermi i• by 'Miami -Dole Coiutty 'product Cont-rolr • Division that.thss•product or material' €ails• to sleet the requirements of the app4Ohle•btuflding node.. • This Product is approved 'as described, ham, and has been designed to campl +.wit with the Florida Building • Code, iuoluding the High Velocity Rurrioane Zone.. • •D C TION :. Sezv1es•NVVNP,1iV/NVT1 , NV C, INI:VSTA and NV.fITA. Steel Wood' Connectors. , ' APPItoVAL DOC'VRvier P 1Drawing No. NY)'�5,,tiiied "Skewed•Nali Plate, .1)tV.'TH' Straps, •Ny'`TIY/,�'y'�S Anchors V'3S$ ,�i NV�S$ with Double hors. NV..HOX%irYoaue Clips end. NV4TA &YTA ea 'bu . Aitohors with' Seat", sheets'1 throe 4 of 4; dated O4 /15/04•, vY �► 4 with last're+vlgic►s dated 07>OS/0�, prepared by. . NU-Vue industries, Ync., sigt•od and aealedd•by Vipin. N. Talat, P.,II,, ho g tbex.MiamiDade County Produot • . • . Control revision stamp•with the Nodoe•of Acceptance number and expiration date by the 1Viia' -Dade , . County Product Control Division; ' ' MISSILE ilkaA&T ]t ATING: None LAM lELn c; > b unit shall bear a permanent label with the manitfaoturees name or logo,. city, state pad following statement: ."Marna -Dade Count•Produot Control Approved ", unless'othemise noted herein. • • RENEWA the s•NOA shall be oonsideied•oiler a renewal" licatioa ed ere bas been ..do ge applicable building ode negatively 'p •boeu t11 and there g . gatively effectid,�g the perform is,, :ortl is product. R ATION of thin NOA.will occur after 'the e*pirationt date or if tiler's, has oeeti a 'revision or 9h e • , usi, and/or manufacture of the product or emcees. Misuse of'thie NOA as an endorseaueat of • ' any prpduot, for aa1ee, advertising tit any other purposes shall su . ' .comply with •any seoiioio� ofth� 1V'C) s tomatiaally Earminata•tf►is NQA, Failure to . A hall be cause for to rmination and r mioval of NOA. ADVER TIs jp:.11ie NOA.numbor preceded. by the words Miami . de.Coun F by the expiration date. may he displayed in advertising literature.. ', lkrida, and fed then • it shall bC done in its entirety. any Poifiic�n of the N(3:a. is displayed, thin • INSPECTION: A copy of this entire MA shall be era videed to the user by the distributors and shall be available for inapeatian at•the job•site at the request of the.Building Of i ia1. This NOA renews and reviices NOA.# 04- 0510.93 and,cronsists of this,page 1 and - evidence pegea, l,•as.well .•as•approval document mentioned above.. , The submitted dgoumeritatiorr was reviewed by Carlos Ni: CYtrera, P.E. C7T]l 1 CfMAIT 7nn ilk I • NOA lsio.; Op- 0721;05 Expiration Date: December 234314 Approval nato: September 304009• Page t` DIMFNSIIIN P ®!ELT caul HJC26 12 5 7/8 H D FASTENERS A HEADER JDIS3 ALLOWABLE_ LOADS MAIN . UPLIFT" C16OY 3 5/8 3. 1/4 1 3/4 C16) d C12) 10d 2020 1975 HJC28 ( 12 5 7/8 6 3/4 3 1/44 3/40,11) T f& (14) 10d 39P0 ?010. 1. PUBLISHED LOAD IS MR TEITAL 8F HIP AT 45. D n s AND JACK AT 90 DEGREES CLINE] . 2. Z�DMJH TlIIC 04ESS SHALL BE 2 DVS • 16D NAD.S' 3. ALLOWABLE DUVN LOW LISTED IS AT 100X DUDA CIF LOAD. TYPICAL MJC TALLATION GENERAL NOTESI - 1. STEEL. SHALL CI>HF•i H Tn ASTh .ASS4 sTEMMOV- BMW 33. upJI MID A MAMA GALVANIZER COATING [F 6-94 KITE/ a FAVORERS ARE costal �� Mw��wwwws��wi ups , FACTOR OF 017E Fp via1 1i" I� A TOM ZURATAN 4. Au.uwan.cmAiit LUMIS ARE *1 Rsivo SY SHIRT IERti DURATION ACTUR. 5 Ael E WADS ARE BASED 4T TIE NATII1(AL RESIGN . >y .UCA FOtL %MOS COMMOTION 2001 MUM G U TS�� PRODUCT CODE 'GA. UGE DIMENSION FASTENERS ALLOWABLE LOADS V H D A HEADER JOIST DOWN UPLIFT C160'%J JUS24 18 1 9/16 . 3 1/8 1 3/.4 .1 C4). 10d C2) .10d 745 • WA. JUS26 . 18 1 9/16 4 13/16 1 3/4 1 .64) lOd (41.1021 990_ ' x.040 JUS28 . 18 • 1 9/16 6 11/16 1 3/4 1 (6) 10(1 C4) 10d 1240• 1160 • JUS210 , 18 _ . 1 9/16 7.13/16 1 3/4 . • C8) 10d C4) 10d 1490 . 11iS 1. Specified .joist nags shall .be Installed at 30 to 45 degrees horiiorrtally such that they penetrate thro igh the end of the Joist and 6rto the header. . 2. Hiris+ header•thldaness shall be 1 3/4 Inches for 10d nags. 3. Allowable 103WN load listed Is at 100X Dui -atIon of load. - 4. Uplift Load listed es 14/A had .uptWt cnpa.cfty less -than the required 700 pounds. mikmainrai PPICSKTNIIIAMWM astaavbiiisaildiettnadig s Awe Nu UNITED STEEL PRODUCTS COMPAN 703 Ingeditillit letilIMERY.MN. 56069 PHONE clam 364-7333 NAME' • FACE MOUNT JOIST HANGER DATES 02/07!07 RUBERT V. LUTZ PROV ESSIiiNAL ENt INEER csTlaticTUR• FLfIRIDA REG. N0. 55409 1 OF - a DRAWING # I MD0207 . , MDAI '9 • U Steel Producls.Company. . • .N ACCEPTANCS./ SKIS FAGS A DRAWINGS • 1. gNo. IdD0207, Med "Fate ihromaJoist Manor,' rammed by Mired Steel Products - Pi& - C o , sheets 1 and 2 of 2, &qui 02/07/07, wall norm/dons. signed and sealed by Robert W. Luta. - • B 2:1S1' aided by C Candela P.N. Testreges terwood connect= perASO(D1761-11it try Product Testing, Em„ signed and Bepeat 1 064047 Wood Cesmeder Menden 06-6018 JUS26 .* Upward &Deign 3. 06.6049. . • 313:3211 Upwanl & Down 4. 06-6050 17pvrard &Down .703210 S. 06-6062 Upward &Down 3121 6. 06-61:163 3126 . 066064 3121 8. 06-6065 • 11.210 9. 06-6066 SUM 10. 06-6067 • 137C26 06-60611 • BR:28 CALccor-ar(ors 1pwad & Down Upward & Down Upward & Down Upward & Down tTpwardL& Down Upward &Down Upload &Down Date 10/09/06 10/12/06 10/17/06 1020/06 10/30/06 11/01/06 IMO/06 11/06/06 11/13/06 11127106 17701/06 Face Mast Hangers Sodas Calculations peepatcd by Unit:* d Steel Products Co.. signed and. sealed by RoberyW: Istts. P.11. D . szexidenrs. hit .__ 1. N o . P r n a m a n n tmeatIotterisraed b y t r e l ' i n d S t e e l P r o d n e s s C o . , d a t e d / s o n n y 2 6 . 2007. signed • lry Robert W. Luta, PM. 2. Latex. of Code Compliance issued by United Steel Producns Co., dated litonary 26, 2007, signed and sealed byliohett . Luz, P.E. • 3. NOA Renewal Requesadier issued by linked Steel Products Co, datedFaintiniy 2, 2007, . signed by Robert 47.7..nts„ P.N. - 4. Code CompliauceLetters issnea by Product Testing:Inc, signed and sealed by C. IL Caudel.P.E. wiesita.17teem,P.B. rawest Contoliblaohur 1=0;1*W-0214.20 • .13614atia_ Daft Inas et 2011 '11"n' Da*: bikraiaora . This NOA shall not be vaNd after the erphafion date stated below. The ltNan-Dade County Podact Con Division (En Mani Dade Canty) andkr tiat BHT an aurae her than Ilianit Dade empty) rename the xigh have this product or matedal ussted for verity assurance ptaisoses. X this redact or =staid lids to pod= the accepted manner, the inanufmtmet will incur the estpense of Melt testing mel the ABT may invEnedto revoke. paorrfy. or suspend the use of etch product or mania' I within f .theirjurisfficaon. BCPB.0 =serves the si to madam this =menace, i it is deterethoed by lidiami.-Dd county Product Camel Mink n that tbis pmdnc matedal ails to meet the ropeleemedts oohs viand& laulsrmg code. !mitering the Ft)* inslocity MOM' meanie. T i n s p r o d ' s : d e a r / p r o v e d as d e s t i r i b e d h e r e i n , a n d h a s b e e n d e s i g n e d t o c o m p l y with the Betide Dating Code DEsatipu01%.34 AN, SIR 4% HICJohitHungars- APPAOITALIKICONIENTiDrawiog No. 241:0207, Med "Face liffax.rot Joist Maw' prepseed by United Stzel troducts Company. sheets 1 aml 2 of 2, dated 07A17/07, arid% no revisits' ss, signed and sealed by Rabat W. Luiz, P11, besting the lgiana-Dade Candy Product-Comma Renewal sheep vatinfissNo6O. es cf Acceptance number sind Espies' tionvlans by the Wand-Dade County PrOduct Coub:ol Division. MISSILE ImPACT ItAITING: None Lamm: Pads unit:tan butte permanent label whit the mannfactureva mann or logo, thy, state sad herein. following atatement 'Mani-Dade County Product Control Apratsved or MDCL3CAr, listless otheavfisenoe;d . . RBNEWAI. of this NbA dial be musidend per a renewal amnesties:atm been filed and them les been no amigo in tho applicable bmIreog code negatively atlemin the perfornositos of this product. TERMOTATION Of this IRIA. voll occur niter the expEadou date or irdote bus been a maision. or done in th mateial, se, andkantannfmeme of the product arprocem. Misuse of this NOA as an endomement of any' product, for sales, advertising many other pmposes shall antransikagy termiesses this NOA. %RUM to comply with„ ...uv.._,_ any secti :.a on of thisNOA shall be cause for termination's:ad removal ofN0A- IMINT: This NOA immber.preceded by thexcads baboaDade Coon% Elloolda and followed 1 be done in its weedy. the =Pima= tilde Bell be disPlaYe.a inAl*tiabigrit Zloty *dm of the NOAis displayed, deal it sin bitexcriONco :Apy Of this catkekbA *ail be resided tette us* by the suarnractfirer, *Grits dIstulaturs • •, • • • . and shale available fcc inspedicer atifiejob site at the request pf ftio %Offing Offloisi„ document mentioned abcivm This kilakteuess NO.i. # 04.06005 raid conidias Clads page 1, addends page03-1, as wen as approval • - • • The adonitted dossmontatim was rearletacd lnY Cabe let Meese, P.P... . EintiniGCCEOECOMELTaKag • MINCE OCCO) PRODUCT CONTROL DiMoN NOTICE OF ACCEPTANCE (1401. SteelProdacis Company. 143iS &Where= DriVe 6200. Beeruadne,11.0115306 b"bgnamn COON174, BUM lantabADBHAMERETALI 149 WESTIMSawasimmn 8004 IffAS031pRiDA 3306 (30M 7/52901 apS)375. NWEbAgaingimEmm SCOPE: This NOA: is beim issued:aides the andicable rules and zegtdatione govesafog the use ofeonstencilm materials. 73ss doceememdon submitted hes been reviewed by bils:laW:teou County PnxInct ColdrolDiviskst s accepted hy the DsmdCorktdes sad Appeals (BORA) to be razed in Maud Dade County endoderm:0 where allowed by the Anthmity ZavkgIndsegnOon (AM)- PIOANt truccum Rsguarninatm lone61,20111 AppituralDatee bray3:1620e7 Page 1 Residential Cooling and Heating Load Calculations Based on ASHRAE Cooling & Heating Load Calculation ManuaL Second Edition. REYES- GAVILAN Consulting Engineers,Inc. 16252 N.W. 79 Ave Leant Lakes, Fl 33 01 Fl 33016. Tel:(305) 828-5205 Unit/ Area served: AHU -2 ITEM SOLAR SHADE T. AREA J3TU/HR, N. Glass 37 x NE. Glass 66 x E. Glass 91 x SE. Glass 82 x S. Glass 56 x SW. Glass W. Glass NW. Glass Hot Glass T. Glass area = 133 82 x x 66 x x ITEM Partition Roof Floor Ceiling xL 0 x 0 = x; 12 = x 0 = x,`- 13 x 0 = 37 x 108 i= x 0 x = Subtotal = 0 0 1092 0 728 0 3996 0 0 5816 AT U T. AREA BTU/HR, 13 x 0.09 x 0 = 0.0 48 x 0.05 x 853 = 2047.2 13 x 0.09 x 853 H 998.0 x x = 0.0 Subtotal = 3045 TOTAL SENS. = 17972 Btu/Hr GTH =TOT. SENS. x 1.3 HEAT LOSS ITEM Walls Roof Floor Glass Ventilation= 1.1xDTx(� Partition TOTAL KW Job Name: Date: ITEM N. Wall NE. Wall E. Wall SE. Wall S. Wa11 SW. Wall W. Wall NW. Wall Knee wall T. Wall Area= aM People Kitchen InfilJVent. = Miscellaneous Summer design: 91.0 ° F Summer Coincident W.B.: 77.0 ° F Summer Daily range.: 11.0 ° F Data Source 2001 ASHRAE Hand Book PORTNER GERSON RESIDENCE 870 N.E 92nd STREET MIAMI SHORES, FL 12/23/10 LT 14 20 24 22 17 22 24 22 1157 U T. AREA 0.24 xl 50 0.24 x 0 0.24 x 608 0.24 x 0 0.24 x 167 0.24 x 0 0.24 x 332 0.24 x 0 x Subtotal BTU/Unit TOTAL 230 xT 3 1200 x 0 1.1xQxDT = 58.004 x = 23363.6 Btu/Hr (TOTAL SENSIBLE.+ LATENT) MAX. ALLOWED PER UNIT 1.15 % = T. AREA AT U BTU/HR 1157 x 27 x 0.24 = 7497.4 853 x 27 x 0.05 = 1151.6 853 j x 27 x 0.09 = 2072.8 133 x 27 x 1.1 = 3950.1 1.1 x 27 x 58.004 = 1722.7 0 x 27 x 0.09 = 0.0 16394.5 Btu/hr 4.8 Kw Q= ARCHxVOLJ60= 0.48 x 7250.5 / 60 = 58.004 Area A/C= 853 Sq. ft. Volume A/C= I 853 x 8.5 = 7250.5 Cu. ft. TONS = 1.9 USE = 2 Tons Cfin = 800 Sq.Ft./T = 426.5 CFM/sq.ft = 1= BTU/HR 168.0 0.0 3502.1 0.0 681.4 0.0 1912.3 0.0 0.0 6264 B = 690 = 0 16.5 = 957.1 1200.0 Subtotal = 2847 26868.19 Btu/Hr PDF created with FinePrint pdfFactory Pro trial version www.pdffactorv.com 1 APPENDIX 13-0 Effective March 1, FORM 11008-08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Residential Component Prescriptive Method B ALL CLIMATE ZONES Compliance with Method B of Chapter 11 of the Florida Building Code, Residential or Subchapter 13-6 of the Florida Building Code, Building, may be demonstrated by the use of Form 1100B for single -and multiple- family residences of three stories or less in height, additions to existing residential buildings, renovations to existing residential buildings, new heating, cooling, and water heating systems in existing buildings, and site -added components of manufactured homes and manufactured buildings.To comply, a building must meet or exceed all of the energy efficiency requirements on Table 11B-1 and all applicable mandatory requirements summarized In Table 11B-2 of this form. If a building does not comply with this method, It may still comply under Method A of Chapter 11 orSubchapter 13.6 of the applicable code. PROJECT NAME AND ADDRESS: PORTNER AERSfiN RFR1nFNr,F BUILDER: 870 N.E 62nd STREET, MIAMi, FL PERMITTING MIAMI -DADE COUNTY OFFICE OWNER: PORTNER GERSON RES. PERMIT NO.: JURISDICTION NO.: 2 3 1 2 6 0 1 0 1. New construction including additions which Incorporate any of the following features cannot comply using this method: skylights or othernonvertical roof glass, glass areas In excess of 18 percent of conditioned floor area, and electric resistance heat (See Notes to Table 11B-1 on page 2). 2. FIII in all the applicable spaces of the To Be installed" column on "Table 1113-1 with the information requested. All To Be Installed" values must be equal to or more efficient than the required levels. 3. Complete page 1 based on the `To Be Installed" column information. 4. Read °Minimum Requirements for All Packages", Table 11B-2 and check each box to indicate your intent to comply with all applicable items. 5. Read, sign and date the "Prepared By" certification statement at the bottom of page 1. The owner or owner's agent must also sign and date the form. 1. New construction, addition, or existing building 2. Single- family detached or multiple- family attached 3. If multiple- family -No. of units covered by this submission 4. Is this a worst tom? (yes/no) 5. Conditioned floor area (sq. ft.) 6. Glass type and area a. U- factor b. SHGC c. Glass area 7. Percentage of glass to floor area 8. Floor type, area or perimeter, and insulation: a. Slab-on-grade (R-value) b. Wood, raised (R value) c. Wood, common (R- valve) d. Concrete, raised (R- valve) e. Concrete, common (R- value) 9. Wall type, area and Insulation: a. Exterior. 1. Masonry (Insulation R- value) 2. Wood frame (Insuladam R- value) 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R- value) 10. Ceiling type, area and Insulation: a. Under attic (Insulation R- value) b. Single assembly (Insulation R- value) 11. Air distribution system: Duct insulation, location Test report required if duct in unconditioned space 12. Cooling system: (types: central, room unit, package terminal A.C., gas, none) 13. Heating system: (Types: heat pump, elec. strip, nat. gas, LP -Gas, gas h.p., room or PTAC, none) 14. Programmable thermostat installed on HVAC systems: 15. Hot water system: (Types: elec., nat. gas, LP -gas, solar, heat rec., ded. heat pump, other, none) b. Adjacent Please Print CK 1. ADDITION 2. SINGLE FAMILY DETACH 3. 4. _NO_ 5. _8553 SO. FT_ 6a. _0.65 6b. _0.35 6c. _133 sq. ft. 7. _15.6% 8a. R= 0 iln.ft. 8b. R= _NIA,__ sq.ft. 8c. R= NIA sq.ft. 8d. R= _N/A sq. f . 8e. R= NIA sq.ft 9a-1. Re 4Ph _1,157_sq.fL 9a-2. R= sq.f . 9b-1. R= 6.0_ _170_sq.ft 9b-2. R= sq.ft. 10(1 301) 9q fCl_� 10$k Jfi y4T�1(? SPACi 11 a chid? Yes f 1lyperiCE�t1�41 =� 12b. ::130 12c4 24,000 Btulhr 13a. ,ELECTRIC STRIP 13b 1.1 PrF/COP!AFIJE: ` COP 1 13c. " pat2Ly:. 17,E Btufhr 14. >:Yes < No 15a. Type: _E.W.H 15b. EF: _0.92 the calculation are In compliance with DAP( 1 hereby ce . tlet this budding is in compliance with the Florida Energy Code: OWNER AGENT: DATE: Review of plans and spedHcalida coventbytis calculation blai utes compliance with tie Reich Energy Code. Betor) co structiorf.Is dgrnj lated, ,this building will bo biapectal tor compliance in accordance with Section 553.>� F.S. BUILDING DFRCIAL: DATE 2007 FLORIDA BUILDING CODE - BUILDING 13-D.23 A APPENDIX 13-D * TABLE 1113-1 tlN RERWREME RS (See Nate 1) AB cflmate Zones BUILDING COMPONENT PERFORMANCE CRITERIA INSTALLED VALUES: Windows (see Note 2): U- Factor = 0.65 SHGC = 0.35 %of CFA < =18% U- Factor = 0.85 SHGC = 0.37 %of CFA= 15.8°/ Exterior door type Wood or Insulated Type: Walls - Ext. and Adj. (see Note 3): Frame Mass (see Note 3) Interior of wall: Exterior of wall: R-13 R-6 R-4 R -Value = 13.0 R -Value = 8.0 R-Value = 4.1 Electric resistance heat (See Note 10) Not allowed N1108.AB. 121 CelingS (see Notes 3 & 4) R=30 R -Value = 30.0 Floors: Slab- on-grade Over unconditioned spaces (see Note 3) No requirement R -13 R Value = SLAB-ON-GRADE Hot water systems (storage type) Efeddc (see Note 5): Gas fired (see Note 8): 40 gal: EF = 0.92 50 gal: EF =0.90 40 gal: EF = 0.59 50 gal: EF = 0.58 Gallons = WATER HTR. EF= 0.92 Gallons = 40 EF = Air conditioning systems (see Note 7) SEER =13.0 SEER = 13.0 Heal: pump systems (see Note 8) SEER =13.0 HSPF = 7.7 SEER = WA HSPF = Gas furnaces AFUE = 78% AFUE = N/A Oil furnaces AFUE = 78% AFUE = N/A Programmable thermostat (see Note 10) Mist be installed on all HVAC systems. Installed? > Yes < No Ductwork (see Note 9) Unconditioned space° Conditioned space Unvented attic assembly per R806.4 with insulation at the roof plane R-6, TESTED NA R-4.2 Location: > Unconditioned space < R -Value = 6.0 Text report Conditioned apace R -Value = (No test report required) Air Handler location: Unconditioned attic' or garage Conditioned space or Unvented attic assembly per R808.4 with Insulation at the roof plane Requires test report No duct test required Laalon: Test report (1) Each component present in the As -Built home must meet or exceed each of the applicable pedomuutce criteria in order to comply with this code using this method; oth- erwise Method A compliance must be used. (2) Windows and doors qualifying as glazed fenestration areas must comply with both the maximum .Factor and the maximum SHGC (Solar Heat Gain Coefficient) criteria and have a maximum total window area equal to or less than 16% of the conditioned floor area (CFA), otherwise Method A must be used for compliance. Exceptions: 1. Ad- ditions of 600 square feet (56 m2) or less may have maximum glass to CFA of 50 percent. 2. Renovations with ROW window under z 2 foot overhang whose lower edge does not extend further than B feet from the overhang may have tinted glazing or double -pane clear glazing. Replacement skylights installed In renovations shall be doub(epaned or single paned with a diffuser. (3) R- Values are for insulation material only as applied in accordance with manufacturers' Installation Instructions. For mass walls, the "Interior of war requirement (R-6) must be met except if at least 50% of the R-4 lnsulaton value required for the °extertar of war is installed exterior of, or integral to, the wall. (4) Attic knee walls shall be insulated to same level as ceilings and shall have a positive means of maintaining insulation in place. Such means may include rigid insulation board or air barrier sheet materials adequately fastened to the attic sides of knee wall framing materials. (5) For other electric storage volumes, minimum EF = 0.97 - (0.00132 * volume). (6) For other natural gas storage volumes, minimum EF = 0.67 - (0.0019 * volume). (7) For all conventional units with capacities greater than 30,000 Btu/ht For Snail -Duct, High - Verity units, Space Constrained units, and units with capacities less than 30,000 Btu/hr see Table 13- 607.AB.3.2A of the Florida Building Code, Building or Table N1107.AB.3.2A of the Florida Building Cade, Residential (8) For all conventional units with capacities greater than 30,000 Btu/ht For Small -Duct, High - Velocity units, Space Constrained units, and units with capacities less than 30,000 Btu/hr see Table 13- 607.AB.3.2B of the Honda Building Code, Building or Table N1107AB.3.28 of the Florida Building Code, Residential (9) All ducts and air handlers shall be either located in conditioned space or tested by a Class 1 BERS rater to be "substantially" leak free. "Substantially leak free* shall mean distribution system air leakage to outdoors no greater than 3 cfm per 100 square feet of conditioned floor area at a pressure differential of 25 Pascal (0.10 in. wc.) across the entire air distribution system, including the manufacturer's air handler enclosure. Exception: New or replacement ducts installed onto an existing air distribution system as part of an addition or renovation. Such ducts shall either be insulated to R-6 or be installed in conditioned space. 10) The prohibition on electric resistance heat and the requirement for programmable thermostats do not apply to additions, renovations, and new heating systems Walled in existing buildings. TABLE 116-2 MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS SECTION REQUIREMENTS CHECK Exterior Jolts & Cracks NI106AB.12 To be caulked, gasketed, weather-stripped or otherwise sealed. X Exterior Windows & Doors N1108.AB.1.1 Max .3 ctm/sq.ft window area; .5 cfMsq.ft. door area. X Sole & Top Plates N1108.AB. 121 Sole plates and penetrations through top plates of exterior walls must be sealed. X Recessed lighting N1108.AB.124 Type IC rated with no pensbetlons (two alternatives allowed). X Multistory Houses N1108.AB.12.5 Air barrier on perimeter of floor cavity between floors. N/A Exhaust Fana N1108.AB.1.3 Exhaust fans vented to unconditioned space shall have dampers, except for combustion devices with integral exhaust ductwork. X Water Heaters N1112AB.3 Comply with efficiency requirements In Table N1112.AB.3. Switch or dearly marked circuit breaker electric or cutoff (gas) must be provided External or built-In heat trap required for vertical pipe risers. N/A Swimming Pools & Spas N1112AB2.3.4 Spas & heated pools must have covers (except solar heated). Noncommercial pods must have a pump timer. Gas spa & pool heaters must have minimum thermal efficiency of 78%. Heat pump pod heaters shall have a minimum COP o14.0. N/A Hot Water PI"-, NI112AB.5 Insulation 15 ,.. ulred for hot water d « : ■ ■ _ _.■. ,. . «udin. heat recove units . WA Shower Heads NI112AB24 Water flow must be restricted to no more than 25 gallons per minute at 80 pstg. N/A HVAC Dud Construction, Insulation & Installation Afl ducts, fittings, mechanical equipment and plenum chambers stall be mechanically attached, sealed, Insulated and Installed In accordance with the criteria of Section N1110AB. Duds In relics must be Insulated to a minimum of R-8. R-8. X HVAC Controls NI107AB2 Separate readily accessible manual or automatic thermostat for each system. X 13 -D.24 2007 FLORIDA BUILDING CODE - BUILDING • •": f '' • b • • • W4i.o . • • • •-•ro-4•••■••-■., EI .""tif 'PM •••4 . 444.7)t Z A • ■:•••■•-Vti, 4•••••••..Wisli,C047.140,-,-• , ? . • 1 .16 * 404 cirfp ? : 2 4---evese • . . • t. . . . !Pk/ Oftrar s : •••• • : . rts ; -ttrivrt:, 6 47 1- • ••• c-1:- iir tkie'r- E96 ?:§r . • • • . ._ s!.....•„ -1 . airmito twoar,T „... 4.-- 771 :6 . . ... ••• 1 Edward A LANDERS,.P.E. 4( CONSULTING ENGIN /.11.:E.. #038398 A140 (305)823-3938 • • • • k • : • • • • : • .i. . • : : • • '- ' ' ..:\ k . ti -,• , , i : ' . • • •,6•-,,,':-.:.:::- f•7,-..;.,-,.,.,,9,- 7..;,':' • ••.. ....•. ..,1,1.•:.,..v •,,i.,•,,,•-r..44.- ,..-...? -fis..,,..f. -... .7 '.: - • ' !,s'%1 ,'''...:*'_ '' . 1.:,`T: .,.•,.:1:,,, . .:”. .C..:._i../ . .. 4,.1 . . • • • • • • • • • • tisoiity etik • • z...'...lifttypie...FS7 60s. i• . . • 4.1aerws: 2Z-6`7; • .... 1 1* • * WT1%0 s Ire . -044 fitpat aelfb 10 : . • 7' ' -I • • 1 i iC)49.70;i -----43: - • - - --.2:..- ;......, i 1 . • • z t : , 4 --t4A0T. I:: ' . '' ir?1.: . . --; :::.• ' X::. li"S'' : .4.. :4c.I., c3/4 . .. ,;,&:: .1. . exit. ..i.-iii... 10u OAk ... - ' — rea5c1 • • • •, Edward A. LANDERS, RE. CONSULTING ENGINEERS P.E. #038398 (305)823-3938 Cits'sr—ces • • —1 --I • . r • • : 1. • .4,...,4, Y. .1., . ,•■•■•+ .4.•-• ..1%.• ..... I , .......Tatt..• •■••1‘....- , v-,,,,, .4•••172,,,Ar, +1..—......C.TY.•••• t,"7 ••••••— ..••••,.. • .7., • — i i s ' ' ' .' . 1 t . • : i ‘ • 1. ' . ' . i . ....'.. . y. : ....... 4. i . i . .. . . ; . c . , 5- , . . . . . . • • • • • • : % , . : : r 5 - - - • — .111,,ires.:-.. .- .f. • , 7 7 6:44 • • • .4,...,4; -03i.yrtiA,e •••• , . z . ... ......,.,.....Z.,,.....71,, ...r.• ......... ....i. .......,,, :: : .., • . . . . . .• : : - •! i • : 4 ! .- : : S...-0:-.... . ............- -4........... :.. ......-1......... 1 . -Ttirod : • • sr. -1 - • #- • 5-415)004: • -.• r • `A 7.-- a- 4 * 1.3,4 14 tut Edward A. LANDERS, P.E. CONSULTING ENGINEERS P3' 7-7V • • • • • • P.E. #038398 (3051823-3938 Citc-c-1 • ir .. . • —4,1 -I.-. • $ . . . . . . . . . . . . . . . . : . . . . . . . . . , . • • 5 . .• ... 5 • . - • : • •: ,• $ f5 • . - 5 : - s 1 • • • • • . • • • .11 i. : • • • ; 7. • • • • • • • . Edward A LANDERS, RE. CONSULTING ENGINEERS • • • • s • - : • • P.E. #038398 (305)823-3938 2 0-10 TABLE3.2.1.2; Reinforced Wail-Prapertles for Load Combinations Not Inohaling Wind or Selemia Steel Re .i .;• -,i, ant P. es 8 E, 29, ,000 psi oreflecllve Depth , d 3.8125 in Ft 60,000 pal (table Arranged by increasing MR) Out -of -Plane Resisting Moment and Shear for Bars Positioned in the Center of the Wail • P.. =1,360 psi 1 f 0 1,500 pel Bar Size Bar Spacing l ► Bar Size Bar Spacing 4 (.1 6_41), Bar Size Bar Spacing MA Bar Size Bar Spacing n • gli P4 n-tfft 8 8 1.19 20,072 4 24 0.10 8,311 8 8 1. 9 21,860 8 72 0.13 8,925 • 7 8 0.90 19,008 8 72 0.13 8,310 7 8 0;: , 20,647 4 24 0.10 8,348 8 8 0.68 17,730 6 56 0.09 7,8. 6 8 0.6'19,201 7 72 0.10 8,114 8 18 0.69 16,809. 6 40 0.09 7,763 8 16- 0,5899 18,058 6 66 0.09 7,840 5 8 0.47 16,221 7 72 • 0.10 7,582 8 8 0.47. 17,511 8 40 0.09 7,786 7 18 0.48 16,850 8 84 0,08 5,829 7 16 0.45 16,963 6 64 , 0.08 8,860 8 24 0.40 15,040 5 48 0 .08 6,608 8 24 0.40 18,308 ... _ 8 6 18 0.33 14,499 4 32 0.08 8,308 8 18 0.33 15,660. 4" 5 48 10.08 8,8314 4 8 . 0.30 14,301 8 98 0.10 8,232 4 8 0.30 15,381 4^' 8x -. '0. 3'f 7 24 0.30 14,087 6 72 0.07 8,070. 7 24 0.30 15,195 6 72 0.07 8,097 8 32 0.30 13,987 7 96 0.08 6,687 8 32 0.30 15,116 7 96 0.08 8,085 8 40 024 13,180 6 56 0.07 6,578 8 40 0.24 14,181 5 58 0.07 5 ,800 5 16 0.23 13,134 4 40 0.06 5,086. 5 16. 0,23 14,127 8 120 0.08 6,357 7 32 0.23 12,972 8 120 0.08 4,988 7 32 0.23 13,883 .4 40 0.08 5,104 6 24 0.22 12,896 8 64 _0.08 4,081 6 .24 0.22 13,871 5 64 0.06 4,900 8 48 0.20 12,465 6 98 0,08 4,562 8 48 0.20 • 13392 7 120 0,06 4,868 7 40 0.18 12,103 ° 7 120 0.08 4,549 7 40 0.18 12,982 8 96 0.06 4,873 8 32 0.17 11,758 5 72 0.05 4,339 6 32 .0.17 12,592 6 72 0.05 4,366 6 24 0.16 11,508 4 48 0.06 4,264 5 24 . 0.16. 12,315 .4 48 0.05 4,278 7 48 0,15 11,374 4 56 0.04 3,656 ' 4 16 0.15 12,171 4 ._ 56 0.04 3,887 4 16 0.15 11,374 6 120 ' 0.04 3,642 7 . 48 0.1.5 12,171 8 120 0.04 3,858 6 40 0.13 10,888 5 98 0,04 3,264 8 56 0.17 11,479 5 96 0.04 3,287 8 60 ' 0.17 10,684 4 . 64 0.04. 3,198 6 40 0.13 10,888 4 64 0.04 ' 3,209 7 58 0.13 9,749 4 72 0.03 2,843 7 56 0.13 10,432 4 72 0,03 2,862 5 32 0.12 9,698 5 120 0.03 2,803 8 64 0.16 10,044 6 120 0.03 2,614 8 64 0.15 9,349 4 96 0.03 2,132 32 ' .. • :L. 4 98 0.03 2,139 6 48 0.11 9,106 4 120 0.02 1,708 8 5.11 9146 ► 4 120 • 0.02 1.71.1 7 64 0.11 8,530 f,, a 1,3600 fro m 1,600 pal loiho 8 Walt Edward A. LANDERS, P.E. CONSULTING ENGINEERS P.E. #038398 (305)823 -3938 CAS " r • c Edward A. LANDERS, RE, CONSULTING ENGINEERS P.E. #038398 (305)823 -3938 c- tZ --(440 Edward A. LANDERS, RE, CONSULTING ENGINEERS P.E. #038398 (305)823 -3938 • C'Art X-S ........ ........ : • : • FlA71114" e 0 " • 5 �L • • k • • .... •• • riorc.fik *, • vo••••••- ?(. Edward A. A. N P4-tavd,- ... WA. Edward A. LANDERS, RE. CONSULTING ENGINEERS • . . • P .. .... • • (30i823-394:..1- • .......... Aef/1.44;! tor Pr_ • ... ... • • ••• . J.. • ---- Ot 1 4 4" • Edward A. LANDERS P.E . (305)823-3938 CONSULTING ENGINEERS 4!' • ........ tiptcri- 3 • ........ . . . ... 1—,,A•vot ....... • • LJ a Z7-nite,t -7t 7 tr 1/ 7 Edward A. LANDERS, RE, CONSULTING ENGINEERS p (305)823-393 km; . • • re-etit" • ......... . .. ........ •• ...... ... 3p in:(34 • Ft* " (4x-r: 4-gzfiNe_ aektit ..... :5,0:- • ' /.33 ........ % • • ....... . • • :1 • t • • *1- .. • : • WINDO5 v1 -12 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Analysis by: Edward A. Landers Company Name: EDWARD A. LANDERS, P.E. Descri .tion: GERSON RESIDENCE, 870 NE 92ND STREET, MIAMI, FLORIDA Height/Least Horizontal Dim Structure Type Building No Basic Wind Speed (V) 146 mph Struc Category (1, II, III, or I II 427.06 Exposure (B, C, or D) C 0.9173 Struc Nat Frequency (n1) 1 Hz Siope of Roof 3.0 :12 Slope of Roof (Theta) 14.0 Deg Type of Roof Hipped -0.18 Kd (Directonality Factor) 0.85 Eave Height (Eht) 9.75 ft Ridge Height (RHt) 14.00 ft Mean Roof Height (Ht) 11.87 ft Width Perp. To Wind Dir (B 51.00 ft (}Width Paral. To Wind Dir (u 80.00 ft Importance Factor 1 Hurricane Prone Region (V>100 mph) Table 6-2 Values Alpha = 9.500 zg = 900.000 At = 0.105 Bt= 1.000 Bm = 0.650 Cc = 0.200 I= 500.00 ft Epsilon = 0.200 Zmin = 15.00 ft - r .., 7. Type of Structure Height/Least Horizontal Dim 0.23 Flexible Structure No Importance Factor 1 Hurricane Prone Region (V>100 mph) Table 6-2 Values Alpha = 9.500 zg = 900.000 At = 0.105 Bt= 1.000 Bm = 0.650 Cc = 0.200 I= 500.00 ft Epsilon = 0.200 Zmin = 15.00 ft - r .., 7. Gust1 For rigid structures (Nat Freq > 1 Hz) use 0.85 0.85 ...ot�f-a 0 ' ¢b Z �#T T" 1�E i3 "• )y''., }tAi .Zm Zmin 15.00 ft Izm Cc * (33/z) "0.167 0.2281 0.00 Lzm I *(zm/33 "Epsilon 427.06 ft Q (1/(1 +0.63 *((B +Ht) /Lzm) "0.63)) "0.5 0.9173 Gust2 0.925 *((1 +1.7, *Izm *3.4 *Q /(1 +1.7 *3.4 *lzm) 0.8815 ,�Yix.'y,4"t +'tii F C,, % . , 6 !t t�` .: k Ed' { i '(�] y'yy L2 .+'i � ... ,. :J J= .rT . �.-. i 4i.. . ��,_. ter. �..k%i -.= V '-`2. G (Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 1 0.851 1 0.18 Fig 6-5 Internal Pressure Coefficients for Buildings, Gcpf Condition Gc i Max + Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings 1 0.18 1 -0.18 Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. 12/11/2010 Page No. 1 of 4 12/11/2010 WINDO5 v1 -12 Detailed Wind Load Design (Method 2) per ASCE 7 -05 6.5.12.2.1 Design Wind Pressure - Buildings of All Heights Elev 0 Kz Kzt qz 1b1ft^2 Pressure (Ib /ft^2) 2.01 *(15 /zg) ^(2/Alpha) Windward Wall* Leeward Wall Total Shear Moment +GCpi -GCp1 +GCpi -GCpi + /-Gcpi (Kip) (Kip-ft) 15 0.85 1.00 39.37 19.69 33.86 -20.02 -5.84 39.70 30.37 227.79 B s act toward the face and Negative forces act away from the face. Figure 6-6 - External Pressure Coefficients. Co Loads on Main Wind -Force Resisting System (Method 2) L L •. aY .1�?`Y� 4t i�hRy, -�„ `a7, -` , J.` j E4 Cp Kh 2.01 *(15 /zg) ^(2/Alpha) 0.85 Kht Topographic factor (Fig 6 -4) 1.00 Qh .00256 *(V) ^2 *I *Kh *Kht *Kd 39.37 psf Khcc Comp & Clad: Table 6-3 Case 1 0.85 Qhcc .00256 *V ^2 *I *Khcc *Kht *Kd 39.37 psf `Roof Area (sq. ft.; Reduction Factor 1.00 Leeward Walls end Dir Normal to 51 ft wall) Leeward Walls (Wind Dir Normal to 80 ft wall) Side Walls -0.39 -20.02 -5.84 -0.50 -23.82 -9.65 -0.70 -30.52 -16.34 INOtiVirtttAiti -10-#10 indward - Min Cp Windward - Max Cp Leeward Normal to Ridge Overhang Top (Windward) Overhang Top (Leeward) WitiOt rn5att -0.54 -25.16 -10.99 -0.04 -8.29 5.88 -0.46 -0.54 -0.46 Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. -22.48 -8.31 -18.07 -18.07 -15.40 -15.40 Page No. 2 of 4 • urface Cp indward Wail (See Figure 6.5.12.2.1 for Pressures) 0.8 `Roof Area (sq. ft.; Reduction Factor 1.00 Leeward Walls end Dir Normal to 51 ft wall) Leeward Walls (Wind Dir Normal to 80 ft wall) Side Walls -0.39 -20.02 -5.84 -0.50 -23.82 -9.65 -0.70 -30.52 -16.34 INOtiVirtttAiti -10-#10 indward - Min Cp Windward - Max Cp Leeward Normal to Ridge Overhang Top (Windward) Overhang Top (Leeward) WitiOt rn5att -0.54 -25.16 -10.99 -0.04 -8.29 5.88 -0.46 -0.54 -0.46 Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. -22.48 -8.31 -18.07 -18.07 -15.40 -15.40 Page No. 2 of 4 WINDO5 v1 -12 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Overhang Bottom (Applicable on Windward only) 0.80 26.77 26.77 oof... Wind Par Iel to: ` to . for hard -t ormai t 6r01t faces Dist from Windward Edge: 0 ft to 23.74 ft - Max Cp -0.18 -13.11 1.06 Dist from Windward Edge: 0 ft to 5.935 ft - Min Cp -0.90 -37.21 -23.03 Dist from Windward Edge: 5.935 ft to 11.87 ft - Min Cp -0.90 -37.21 -23.03 Dist from Windward Edge: 11.87 ft to 23.74 ft - Min Cp -0.50 -23.82 -9.65 Dist from Windward Edge: > 23.74 ft -0.30 -17.13 -2.95 Kh = Kht = Qh = Theta = * Horizontal distance from windward edge Figure 6 -10 - External Pressure Coefficients, GCpf Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft 2.01 *(15 /zg)"(2/Alpha) Topographic factor (Fig 6-2) 0.00256 *(V)"2*ImpFac *Kh *Kht *Kd Angle of Roof 0.85 1.00 39.37 14.0 Deg Transverse Direction Longitudinal Direction Torsional Loaf Cases Wind Pressures on Main Wind Force Resisting System Surface GCpf +GCpf -GCpf qh (psf) Min P (psf) 11.73 Max P (psf) 25.91 1 0.48 0.18 -0.18 39.37 2 -0.69 0.18 -0.18 39.37 -34.26 -20.08 3 -0.44 0.18 -0.18 39.37 -24.25 -10.08 4 -0.37 0.18 -0.18 39.37 -21.81 -7.64 5 -0.45 0.18 -0.18 39.37 -24.81 -10.63 6 -0.45 0.18 -0.18 39.37 -24.81 -10.63 1E 0.72 0.18 -0.18 39.37 21.42 35.59 2E -1.07 0.18 -0.18 39.37 -49.22 -35.04 3E -0.63 0.18 -0.18 39.37 -31.74 -17.56 4E -0.56 0.18 -0.18 39.37 -28.98 -14.80 p = qh * (GCpf - GCpi) Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. 12/11/2010 Page No. 3 of 4 WINDO5 v1 -12 Detailed Wind Load Design (Method 2) per ASCE 7-05 Figure 6 -11 - External Pressure Coefficients, GCo Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 4.7 48 = => 4.75 ft a Hipped. Roof 7 <Theta < =27 Double Click on any data entry line to r Component Width (ft) span (ft) Area ft^2) Zone GCp Wind Press (Ib/ft^2 Max Min Max Min INDOW 0.00 4.5 5 22.50 4 0.94 - 1.04 44.01 -47.95 B 3 3.5 10.50 4 1.00 -1.10 46.31 -50.25 C 3 3 9.00 4 1.00 -1.10 46.46 -50.40 D E 3 4 1.5 1.5 4.50 6.00 4 4 1.00 1.00 - 1.10 -1.10 46.46 46.46 -50.40 -50.40 F 5.5 6 33.00 4 0.91 -1.01 42.86 -46.79 G 5 6 30.00 4 0.92 -1.02 43.14 -47.08 H 4 3 12.00 4 0.99 -1.09 45.91 -49.85 -- 0.00 - - 4 - -- 0.96 - - 1.06 -_ - 44.77 -f -48.71 DOORS 0.00 3 2.5 7 17.50 4 2.67 7 18.69 4 0.95 - 1.05 44.57 -48.51 9 3 7 21.00 4 0.94 - 1.04 44.22 -48.16 -� -- 0.00 - - -- RAFTERS 2 10 33.33 1 0.40 - 0.85 22.66 -40.47 RAFTERS 2 10 33.33 2 0.40 -1.44 22.66 -63.73 RAFTERS 2 10 33.33 3 0.40 -1.44 - 22.66 - -63.73 -� - L -- 0.00 - - 0.00 Note: * Enter Zone 1 through 5, or 1H throuah 3H for overhanas. Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. 12/11/2010 Page No. 4 of 4 WINDO5 v1 -12 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Figure 6 -11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 4.7 48 a Hipped Roof 7 <Theta. < =27 =_> Double Click on any data entry line to r 4.75 ft Component width (ft) span (ft) Area (ftA2) Zone GCp Wind Press (iblft" 2) Max Min Max Min WINDOW 0.00 A 4.5 5 22.50 5 0.94 - 1.28 44.01 -57.31 B 3 3.5 10.50 5 1.00 - 1.39 46.31 -61.92 C 3 3 9.00 5 1.00 -1.40 46.46 -62.21 D E 3 4 1.5 1.5 4.50 6.00 5 5 1.00 1.00 -1.40 -1.40 46.46 46.46 -62.21 -62.21 F 5.5 6 33.00 5 0.91 -1.22 42.86 -55.00 G 5 6 30.00 5 0.92 -1.23 43.14 -55.58 H 4 3 12.00 0.00 DOORS 0.00 3 2.5 7 17.50 5 0.96 - 1.31 44.77 -58.83 4 2.67 7 18.69 5 0.95 - 1.30 44.57 -58.43 9 3 7 21.00 5 0.94 - 1.29 44.22 -57.73 0.00 RAFTERS 2 10 33.33 1 0.40 -0.85 22.66 -40.47 RAFTERS 2 10 33.33 2 0.40 - 1.44 22.66 -63.73 RAFTERS 2 10 33.33 3 0.40 -1.44 22.66 -63.73 0.00 0.00 Note: * Enter Zone 1 through 5, or 1H throuah 3H for overhanas. Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. 12/11/2010 tq Page No3of4 REYES - GAVILAN Consulting Engineers, Inc. 16252 N.W. 79 Me 11: 6ami Lakes, Fl 33 01 Fl 33016. Tei:(305) 828 -5205 Unit/ Area served: AHU -2 ITEM N. Glass NE. Glass E. Glass SE. Glass S. Glass SW. Glass W. Glass NW. Glass Hor. Glass T. Glass area ITEM Partition Roof Floor Ceiling Residential Cooling and Heating Load Calculations Based on ASHRAE Cooling & Heating Load Calculation Manual. Second Edition. SOLAR SHADE T. AREA BTU/HR 37 x x, 0 '= 0 66 x x 0 = 0 91 x x 12 i= 1092 82 x x 0 = 0 56 x xi 13__ '= 728 82 x x 0 = 0 x 37 x 108 1= 3996 66 x x 0 = 0 x x = 0 • 133 Subtotal = 5816 TOTAL SENS. GTH =TOT. SENS. x 1.3 HEAT LOSS ITEM Walls Roof Floor Glass Ventilation =1.1 xDTxt Partition TOTAL KW AT U T. AREA BTU/HR 13 x 0.09 x 0 = 0.0 48 x 0.05 x, 853 = 2047.2 13 x 0.09 x 85.3 = 998.0 x x = 0.0 Subtotal = 3045 Job Name: Date: ITEM N. Wall NE. Wall E. Wall SE. Wall S. Wall SW. Wall W. Wall NW. Wall Knee wall T. Wall Area= Summer design: 91.0 ° F Summer Coincident W.B.: 77.0 ° F Summer Daily range.: 11.0 ° F Data Source 2001 ASHRAE Hand Book PORTNER GERSON RESIDENCE 870 N.E 92nd STREET MIAMI SHORES, FL 12/23/10 AT 14 20 24 22 17 22 24 22 1157 U T. AREA BTU/HR 0.24 xi 50 • 168.0 0.24 x 0 = 0.0 0.24 xi- 608 = 3502.1 0.24 x 0 = 0.0 0.24 xi 167 = 681.4 0.24 x 0 = 0.0 0.24 x 332 1= 1912.3 0.24 x 0 = 0.0 x = 0.0 Subtotal = 6264 ITEM BTU/Unit TOTAL People 230 x 3 Kitchen 1200 x 0 Infil.Nent. = 1.1xQxDT = 58.004 x Miscellaneous = 17972 Btu/Hr = 23363.6 Btu/Hr (TOTAL SENSIBLE.+ LATENT) MAX. ALLOWED PER UNIT 1.15 % = TONS USE T. AREA AT U BTU/HR Cfm 1157 x 27 x 0.24 = 7497.4 Sq.Ft./T 853 x 27 x 0.05 = 1151.6 CFM/sq.ft 853 x 27 x 0.09 = 2072.8 133 x 27 x 1.1 = 3950.1 1.1 x 27 x 58.004 = 1722.7 0 x 27 x 0.09 = 0.0 16394.5 Btu/hr 4.8 Kw Q=ARCHxVOLJ60= 0.48 x 7250.5 / 60 = 58.004 Area A/C= 853 Sq. Volume A/C= 853 x 8.5 = 7250.5 Cu. R = 1.9 2 'Tons 800 = 426.5 = 0.9 BTU/HR = 690 = 0 16.5 = 957.1 • 1200.0 Subtotal = 2847 26868.19 Btu/Hr PDF created with FinePrint pdfFactory Pro trial version www.pdffactorv.com 1 APPENDIX 13-D Effective March 1,2009 FORM 1100B-08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Residential Component Prescriptive Method B ALL CLIMATE ZONES Compliance with Method B of Chapter 11 of the Florida Building Code, Residential or Subchapter 13-6 of the Florida Building Code, Building may be demonstrated by the use of Form 11008 for single -and multiple- family residences of three stories or less in height, additions to existing residential buildings, renovations to existing residential buildings, new heating, tooling, and water heating systems in existing buildings, and site-added components of manufactured homes and manufactured buildings.To comply, a building must meet or exceed all of the energy efficiency requirements on Table 1113-1 and all applicable mandatory requirements summarized in Table 11B-2 of this form. If a building does not comply with this method, it may still comply under Method A of Chapter 11 orSubchapter 13-6 of the applicable code. PROJECT NAME: AND ADDRESS: PORTNER GER.RfN RF-RIf1FMCP BUILDER: 870 N.E 62nd STREET, MIAMI, FL PERMITTINQ MIAMI -DADE COUNTY OFFICE: OWNER: FORTNER GERSON RES. PERMIT NO.: I JURISDICTION NO.: 2 3 1 2 6 0 0 1. New construction including additions which incorporate any of the following features cannot comply using this method: skylights or othernonvertical roof glass, glass areas In excess of 16 percent of conditioned floor area, and electric resistance heat (See Notes to Table 118-1 on page 2). 2. FBI in all the applicable spaces of the To Be Installed" column on `Table 1113-1 with the information requested. All To Be Installed" values must be equal to or more efficient than the required levels. 3. Complete page 1 based on the "To Be Installed" column Information. 4. Read °Minimum Requirements for All Packages', Table 1113-2 and check each box to indicate your intent to comply with all applicable items. 5. Read, sign and date the °Prepared By" certification statement at the bottom of page 1. The owner or owners agent must also sign and date the form. 1. New construction, addition, or existing building 2. Single- family detached or multiple - family attached 3. If multiple - family -No. of units covered by this submission 4. Is this a worst case? (yes/no) 5. Conditioned floor area (sq. ft.) 6. Glass type and area a. U- factor b. SHGC c. Glass area 7. Percentage of glass to floor area 8. Floor type, area or perimeter, 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, area and insulation: a. Exterior. 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R- value) b. Adjacent: 1. Masonry (Insulation R- vahie) 2. Wood frame (Insulation R-value) 10. Ceiling type, area and insulation: a. Under attic (Insulation R- value) b. Single assembly (Insulation R- value) 11. Air distribution system: Duct insulation, location Test report required if duct in unconditioned space 12. Cooling system: ( Types: central, room unit, package terminal A.C., gas, none) 13. Heating system: (Types: heat pump, elec. strip, nat. gas, LP -Gas, gas h.p., room or PTAC, none) 14. Programmable thermostat Installed on HVAC systems: 15. Hot water system: (Types: elec., nat. gas, LP -gas, solar, heat rec., ded. heat pump, other, none) C:4424‘'1/4 Ihere «;rdfy that tit . :: specidcad tit ' rids Energy WlilieeeLiD Please Print CK 1. ADDITION 2. SINGLE FAMILY DETACH 3. 4. NO 5 853 SQ. FT_ 6a. _0.65 6b. _0.35 6c. _133 sq. ft. 7. _15.6% 8a. R= 0 Iln.ft. 8b. R= _N/A sq.ft 8c. R= _N/A sq.ft. 8d. R= _N/A sq.ft 8e. R= _N/A sq. ft. L'.® 9a-1. R= 4191 _1,157_sq.ft. 9a-2. R= sq.ft. 9b-1. R=_6.0_ _170_sq.ft. 9b-2. R= sq.ft. 10a. R=_30.0 sq fL _853 10b. R= sq.ft 118. R= _6.0 ATTIC SPACE 11 b.Test report attached? Yes No 12a. Type: NEW CENTRAL 12b. SEER/EER: _13.0 12c. Capacity: 24,000 Btu/hr 13a. Type: i__EL;ECTRIi SJRtP;1 13b. HSPF /COP!A1UE, 13c. Capaidtii: _17,060 14. > Yes r; Nlr 15a. Type: '_E.W.H LJ 15b. EF ,., 11.92 rt: the calculation are In compliance with I hereby catty that this building Is in compliance with the Rorida Energy Code: OWNER AGENT: DATE: o r Review of plans and specilcadoro c eemed by dhh calcdf8ti4n hldk,�t mpli Energy Code. Before construction Is carhplettd, tl15 5ua9bdhig 1010, htspected accordance with Section 553.908, F.S. ,/ with die Florida rmpilance In BUILDING OFFICIAL: DATE: 2007 FLORIDA BUILDING CODE - BUILDING 13 -D.23 • • • APPENDIX 13-D * TABLE 118-1 NiNIMIJM REQUIRENENiS (See Nate 1) All Climate Zones BUILDING COMPONENT PERFORMANCE CRITERIA INSTALLED VALUES: Windows (see Note 2): U -Factor = 0.65 SHGC = 0.35 %OICFA < =16% U- Factor = 0.65 SHGC = 0.37 %of CFA= 15.6% Exdertor door type Wood or insulated Type: Walls - Ext. and Adj. (see Note 3): Frame Mass (see Note 3) Interior of wall: Exterior of wall: R -13 R-6 R-4 R-Value = 13.0 R -Value = 6.0 R -Value = 4.1 Electric resistance heat (See Note 10) Not allowed N1108A8.121 Callings (see Notes 3 & 4) R=30 R -Value = 30.0 Floors: Slab -on -grade Over unconditioned spaces (see Note 3) No requirement R -13 R- Value = SLAB-ON -GRADE Hot water systems (storage type) Electric (see Note 5): Gas flied (see Note 6): 40 gal: EF = 0.82 50 gat EF = 0.80 40 gal: EF = 0.59 50 gat EF = 0.58 Gallons = WATER HTR. EF = 0.92 Gallons = 40 EF = Air conditioning systems (see Note 7) SEER =13.0 SEER = 13.0 Heat pump systems (see Note 8) SEER =13.0 HSPF = 7.7 SEER = NIA HSPF = Gas furnaces AFUE =78% AFUE= N/A Oil furnaces AFUE = 78% AFUE = WA Programmable thermostat (see Note 10) Must be installed on all HVAC systems. Installed? > Yes < No Ductwork (see Note 9) Unconditioned space° Conditioned space Unvented attic assembly per 8808.4 with Insulation at the roof plane R-6, TESTED NA R-42 Location: > Unconditioned space < R -Value = 8.0 Test report Conditioned space R -Value = (No teat report required) Air Handier location: Unconditioned attic° or garage Conditioned space or Unvented attic assembly per 8808.4 with Insulation at the roof plane Requires test report No duct test required Location: Test report (1) Each component present in the As -Built home must meet or exceed each of the applicable performance criteria in order to comply with this code using this method; oth- erwise Method A compliance must be used. (2) Windows and doors qualifying as glazed fenestration areas must comply with both the matdmum U- factor and the maximum SHGC (Solar Heat Gain Coefficient) criteria and have a maximum total window area equal to or less than 16% of the conditioned floor area (CFA), otherwise Method A must be used for compliance. Exceptions: 1. Ad- ditions of 600 square feet (56 m2) or less may have maximum glass to CFA of 50 percent. 2. Renovations with new windows under Z 2 foot overhang whose lower edge does not extend further than 8 feet from the overhang may have tinted glazing or double -pane clear glazing. Replacement skylights installed in renovations shall be doublepaned or single paned wlth a diffuser. (3) R- Values are for insulation material only as applied in accordance with manufacturers' Installation instructions. For mass walls, the interior of wall" requirement (R-6) must be met except if at least 50% of the R-4 insulation value required for the "exterior of wall' is installed ederior of, or integral to, the wall. (4) Attic knee walls shall be insulated to same level as ceilings and shall have a positive means of mandaining insulation in place. Such means may include rigid insulation board or air barrier sheet materlals adequately fastened to the attic sides of knee wall framing materials. (5) For other electric storage volumes, minimum EF = 0.97 - (0.00132 * volume). (6) For other natural gas storage volumes, minimum EF = 0.67 - (0.0019 * volume). (7) For all conventional units with capacities greater than 30,000 Btu/ht For Small -Duct, High - Velocity units, Space Constrained units, and units with capacities less than 30,000 Btu/hr see Table 13- 607.AB.3.2A of the Rorida Building Code, Building or Table N1107.AB.3.2A of the Florida Building Code, Residential (8) For all conventional units with capacRes greater than 30,000 Btu/he For Small -Duct, High - Velocity units, Space Constrained units, and units with capacities less than 30,000 Btu/hr see Table 13- 607.AB.323 of the Florida Building Code, Building or Table N1107.AB.32B of the Rorida Building Code, Residential (9) AU ducts and air handlers shall be either located In conditioned space or tested by a Class 1 BERS rater to be 'substantially' leak free. °Substantially leak free' shall mean distribution system air leakage to outdoors no greater than 3 cfm per 100 square feet of conditioned floor area at a pressure differential of 25 Pascal (0.10 in. wc.) across the entire alr distribution system, including the manufacturer's air handler enclosure. Exception: New or replacement ducts installed onto an existing air distribution system as part of an addition or renovation. Such duds shall either be insulated to R-6 or be Installed in conditioned space. 10) The prohibition on electric resistance heat and the requirement for programmable thermostats do not apply to additions, renovations, and new heating systems Installed in existing buildings. TABLE 11B-2 MINIMUM REQUIREMENTS FOR AU. PACKAGES COMPONENTS SECTION REQUIREMENTS CHECK Exterior Joints & Cracks N1106.AB.12 To be caulked, gasketml, weather-stripped or otherwise sealed. X Erderior Windows & Doors N1108AB.1.1 Max .3 ch tsq.it. window area; .5 oiMsq.ft door area. X Sole & Top Plates N1108A8.121 Sole plates and penetrations through top plates of exterior wells oast be sealed X Recessed Lighting N1106AB.124 Type IC rated with no penetrations (two alternatives allowed). X Multistory Houses N1106AB.125 Air harrier on perimeter of floor cavity between floors. N/A Exhaust Fans N1106AB.1.3 Exhaust fans vented to unconditioned space shall have dampers, except for combustion devices with Integral exhaust ductwork X Water Heaters N111 .3 Comply with efficiency requirements In Table N1112AB.3. Switch or clearly marked circuit breaker electric or cutoff ( gas) must be provided External or bulit -In heat trap required for vertical pipe risers. N/A Swimming Pools & Spas N1112AI32.3.4 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%. Heat pump pool heaters shall have a minimum COP of 4.0. WA Hot Water PI • - • NI112AB.5 Insulation Is :. red for hot water dreulaa 1 : •,,, : ltd • : heat recove units . NIA Shower Heads N1112AB24 Water flow must be restricted to no more than 2.5 gallons per minute at 80 pstg. N/A HVAC Duct Construction, Insulation &Installation N1110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and t accordance in with the criteria of Section N1110AB. Duds in attics must be insulated to a minimum of R-6. X HVAC Controls NI107AB2 Separate readily accessible manual or automatic thermostat for each system. X 13 -D.24 2007 FLORIDA BUILDING CODE- BUILDING U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management,Agency National Flood Insurance Program ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -9. OMB No. 1660 -0008 Expires March 31, 2012 SECTION A PROPERTY INFORMATION Al. Building Owners Name TINA PORTNER A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 870 NE 92 STREET City MIAMI SHORES State FL ZIP Code 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) FOLIO # 11- 3206 - 005 -0140 LOT 3 & E 1/2 OF LOT 4, BLK 2 OF "GOLDEN GATE PARK ADDITION" P.B. 6 PG 130, MIAMI -DADE COUNTY, FL A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) Residential A5. Latitude/Longitude: Lat. 25 °51'36.74" N Long. 8010'46.26" W Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 8 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 1595 sq ft b) No. of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 10 c) Total net area of flood openings in A8.b 912 sq in d) Engineered flood openings? ❑ Yes _I No A9. For a building with an attached garage: a) Square footage of attached garage 340 - sq ft b) No. of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 4 c) Total net area of flood openings in A9.b 24Q sq In d) Engineered flood openings? ❑ Yes C■ No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number (VILLAGE OF MIAMI SHORES) 120652 B2. County Name MIAMI -DADE B3. State FLORIDA B4. Map/Panel Number B5. Suffix B6. FIRM Index 87. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone Date Effective/Revised Date Zone(s) AO, use base flood depth) 12086C0306 L 09 -11 -09 09 -11 -09 X NOT DETERMINED BI0. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered In Item B9. ❑ FIS Profile .C4 FIRM ❑ Community Determined ❑ Other (Describe) BI1. Indicate elevation datum used for BFE in Item B9: e NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes No Designation Date N/A ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* Finished Construction *A new Elevation Certificate will be required when construction of the building Is complete. C2. Elevations - Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a -h below according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized B_62Vertical Datum NGVD 1929 Conversion/Comments WA a) b) c) d) e) 9) h) Top of bottom floor (including baseme 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 and location in Comments) Lowest adjacent (finished) grade next to building (LAG) Highest adjacent (finished) grade next to building (HAG) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support , or enclosure floor) 12.80 13.30 13.22 12.83 12.8 14.6 N /A. Check the measurement used. ® feet ® feet ® feet feet ® feet feet feet 181 feet ❑ meters (Puerto Rico Qniy) ❑ meters (Puerto Ricci onlyj' ❑ meters (Puerto Ric) Only);;; ❑ meters (Puerto Rico -only) ❑ meters (PuertoifiicU ogiyi ❑ meters (Puerto Rico only) ❑ meters (Puerto _ tiro only) ❑ meters (Puerto o 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. 1 certify that the information on this Certificate represents my best efforts to Interpret the data available.! understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a licensed land surveyor? O. Yes ❑ No Certifiers Name RAUL IZQUIERDO License Number 6099 Title VICE - PRESIDENT Company Name P(3)SM, LLC Address 3900 NW 79 AVENUE SUITE #235 Signature City DORAL State FL Date 05 -27 -10 Telephone (305) 463-0912 PLAGE SEAL r27,2'i 0 FEMA Form 81 -31, Mar 09 See reverse side for continuation. Replaces all previous editions JR 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. 870 NE 92 STREET City MIAMI SHORES State FL ZIP Code 33138 npany Use 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 JOB # 1005 -00020 -001 HIGHEST CROWN OF ROAD 13.17 ft. NGVD EQUIPMENT SERVICING THE BUILDING IS AN AIR CONDITIONING UNIT THERE IS A POOL PUMP WITH ELEVATION 13.15 FT. NGVD NEXT HIGHEST FLOOR (MAIN FLOOR) =15.21 LATITUDE & LONGITUDE OBTAINED WITH THE FOLLOWING METHOD: GOOGLE EARTH Signature '/9// Date 05 -27 -10 Check here If attachments SECTION E - B DING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation Information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (Including basement, crawispace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8-9 of instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building Is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this Information in Section G. 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 Address City State ZIP Code Signature Date Telephone Comments n Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 and G9. G1. ❑ The information In Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located In Zone A (without a FEMA -issued or community- Issued BFE) or Zone AO. G3. ❑ The following information (Items 6409) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been Issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum 010. Community's design flood elevation ❑ feet ❑ meters (PR) Datum Local Official's Name Community Name Signature Comments Title Telephone Date rl Check here if attachments FEMA Form 81 -31, Mar 09 Replaces all previous editions Y � Building Photographs See Instructions for Item A6. for ura omp� y. �s+ Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 870 NE 92 STREET City MIAMI SHORES State FL ZIP Code 33138 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. FRONT VIEW- DATE TAKEN: 05 -27 -10 REAR VIEW- DATE TAKEN: 05 -27 -10 • Building Photographs Continuation Page Building Street Address (including Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. City State ZIP Code For insurance Company Use: If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." • LOCATION MAP (NOT TO SCALE) AEBREWA77010 AND LEGEND C.B.S. =DENOTES CONCRETE BLOCK STUCCO (M) = DENOTES MEASURE (R) =DENOTES RECORD R/W = DENOTES RIGHT -OF -WAY = DENOTES CENTERLINE WM = DENOTES WATER METER —x —x— =DENOTES CHAIN LINK FENCE cal =DENOTES WOOD POLE 0 =DENOTES IRON PIPE 0 = DENOTES NAIL P.B. = DENOTES PLAT BOOK PG. =DENOTES PAGE C = DENOTES SET 5/8" DIAMETER (18° LONG) IRON PIPE WITH CAP L.B. No. 7335 - OH - =DENOTES OVERHEAD WIRE A/C = DENOTES AIR CONDITIONING UNIT ALL BEARINGS AND DISTANCES SHOWN HEREON ARE RECORD AND MEASURE UNLESS OTHERWISE NOTED. MAP OF SURVEY -CH - OH - OH -- 0H - OH - OH '-131-1 - OS - OH - OH - 0H - OH - OH - 0 0 N 6'J 27 "W 16.6' PARKWAY 75.00' 0 0 N ID N ID N CHAIN LINK FENCE 0.24' WEST CHAIN LINK FENCE 0.10' EAST " I 1 <1" --x x 12.41' in N N x POOL PUMP 13.75 0rm.WEST 1/2 OF N9-• LOT 4 BLOCK 2 (P.B. 6 -PG. 130) Wx C.B.S. N WALL O" + o ^9 C�/J* X x 0) 22 22.10' 16.56 0) vi ONE STORY C.B.S. BUILDING NO. 870 LOWEST FLOOR ELEVATION =13.30 HIGHEST FLOOR ELEVATION =15.21 GARAGE ELEVATION =13.22 '11' 0 0 12.43' I CHAIN LINK FENCE 0.23' NORTH 0.09' WEST EAST 1/2 OF x L 4 BLOCK 2 (P.B. 6 -PG. 130) :USA Ado- AO x x x N89 °26'02 "E CHAIN LINK FENCE 0.19' SOUTH 0.44' EAST LOT 23 BLOCK 2 (P.B. 6 -PG. 130) N� 6 LOT 3 BLOCK 2 (P.B. 6 -PG. 130) 10.11'-- —x O+ N'S 0 x CHAIN LINK FENCE 0.10' WEST CHAIN LINK FENCE 0.40' WEST 4) q x ET-1 xN +<1 x x— x x x 75.00' CHAIN LINK FENCE 0.29' NORTH LOT 24 BLOCK 2 (P.B. 6 -PG. 130) x x LOT 2 BLOCK 2 (P.B. 6 -PG. 130) CHAIN LINK FENCE 0.69' NORTH 0.17' WEST 125.00' (M) GRAPHIC SCALE 20 0 10 20 ( IN FEET ) 1 inch = 20 ft. SHEET: 1 OF P(3)SM,a L.L.C. 3900 NW 79 AVENUE SUITE 235 DORAL, FLORIDA 33166 OFf7CE.• 305- 463 -0912 FAX: 305- 463 -0913 LICENSE BUSINESS # 7335 PROPERTY ADDRESS: FOLIO No. 11- 3206 - 005 -0140 870 NE 92 STREET MIAMI SHORES, FLORIDA 33138 CERTIFIED T0: TINA PORTNER LEGAL DESCRIPTION: LOT 3 AND THE EAST 1/2 OF LOT 4 OF BLOCK 2 OF "GOLDEN GATE PARK ADDITION" ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 6 AT PAGE 130 OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. SURVEYOR'S NOTES: LEGAL DESCRIPTION PROVIDED BY CLIENT. OWNERSHIP IS SUBJECT TO OPINION OF TITLE. OWNERSHIP OF FENCES WAS NOT DETERMINED. EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THIS PROPERTY. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. BEARINGS AND NORTH ARROW DIRECTION SHOWN HEREON ARE BASED ON AN ASSUMED MERIDIAN OF 58926'27 °W, ALONG THE CENTERLINE OF NE 92 STREET, A WELL ESTABLISHED AND MONUMENTED LINE. ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM OF 1929, AND A BENCH MARK SUPPLIED BY THE PUBLIC WORKS DEPARTMENT OF MIAMI -DADE COUNTY, FLORIDA. BENCH MARK: 13-62 ELEVATION: 8.62 FLOOD CRITERIA: FLOOD ZONE: X ELEVATION: NOT DETERMINED PANEL: 306 SUFFIX: L DATE OF FIRM: SEPTEMBER 11, 2009 COMMUNITY No.: 120652 COMMUNITY: VILLAGE OF MIAMI SHORES FIELD DATE OF SURVEY: 05 -26 -10 SURVEYOR'S CERTIFICATE: I HEREBY CERTIFY THAT THIS SURVEY IS TRUE AND CORRECT TO THE BEST OF OUR KNOWLEDGE AND BELIEF AS RECENTLY SURVEYED AND DRAWN UNDER OUR DIRECTION, AND THAT THIS SURVEY MEETS THE °MINIMUM TECHNICAL STANDARDS° AS SET FORTH BY THE FLORIDA STATE BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J -17.05 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION , /.RIB " TATUTES. BY: 'EDUA'DO M. SUAREZ, RESIDENT PROFESSIONAL SURVEYOR & MAPPER NO. 6313 JAUL IZQUIERDO, VICE- PRESIDENT PROFESSIONAL SURVEYOR & MAPPER NO. 6099 STATE OF FLORIDA SEAL NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER DRAWN FIELDBOOK & PAGE SCALE DATE JP 1" = 20' 05 -27 -10 JOB No.: 1005 - 00020 -001 Miami Shores Village 10050 NE 2 Ave, Miami Shores FI, 33138 Tel: 305 - 795 -2204 Fax: 305- 756 -8972 This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: Bldg. Permit No. RC -2 -11 -172 EJD CONSTRUCTION CONTRACTOR & INVESTMENT CO 870 NE 92 ST Miami Shores FL 33138 - Location Not Transferable POST IN A CONSPICUOUS PLACE { `.y F >:. � :• a �; ^+•n re _ f- �y!� yxn' ^' - s r •J 4- r Y�,�- „h R`. T,hC i RYiG?'3 -Yt� dx '!°" "'' • a.�,:'e.r.s.°�,` 'k.. a., i n J+35Lr3 a�Y9. �,,�� yi.��i!. •, 1i �•+y,s_'OS. �� •i'� +'k`9 53 1/8" WINDOW WIDTH 48 1/4" FALSE MUNTINS (SURFACE APPLIED) MAY BE USED THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 605 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.N. /S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL. SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004/2007 FLORIDA BLDG. CODE SECTION 2003.8.4. D.L. OPG. W. (FIXED) 21" MAX. HEAD /SILL m LI Ir // / 47 3/4" D.L. OPG. (VENT) 50 1/8" VENT WIDTH TYPICAL ELEVATION EQUAL LITES (SEE DESIGN CAPACITY CHART) GO t 5 1/2" MAX. HEAD /SILL CORNERS FALSE MUNTINS (SURFACE APPLIED) MAY BE USED \ 53 1/8" WINDOW WIDTH 48 1/4" D.L. OPG. W. (FIXED) 21" MAX. HEAD /SILL D.L. OPG. HT. (01 L. OPG. HT Pli:ODUCT REVISED as complying with the FI ridt. Raiding Cods Acceptance No O% Zf Expiration Date Yl ) Z pi I' Litervlw.1 I DAde s{ `Product Coat'. II (LIMIT D.L.O. WIDTH (FIXED) = WINDOW WIDTH — 4.875" Q.L.Q. WIDTH (VENT) = WINDOW WIDTH — 5.375" D.L.O. HEIGHT = WINDOW HEIGHT /2 — 4.5" .E // 47 3/4" '71 1 L m Mg 5 1/2" MAX. D.L. OPG. (VENT) 50 1/8" VENT WIDTH HEAD /SILL CORNERS TYPICAL ELEVATION WITH OPTIONAL FIN EQUAL LITES DESIGN CAPACITY TO ±61.0 PSF MAX.) LAMINATED GLASS INSUL. LAM. GLASS LARGE MISSILE IMPACT Engr: ARSHAD VIDAR CIVIL FLA, PE # 38863 G.A.N. 3538 AU G 1 2 2009 RI S FAX. (954) 781 -5078 TEL. (954) 781 -4430 c 0 'N .0 2 W 2 O 0 O O N 0 8 8 Z m .m a 'Z. w o V a a , a n =R 0 O 0 n 0 0 0 0 0 0 0 m 0 a 0 0 o_ drawing no. W06-34 (sheet 1 of 8 ; DESIGN LOAD CAPACITY -- PSF (WITH ALUMINUM REINFORCING) WINDOW DIMS. GLASS TYPE T GLASS TYPE 'C' GLASS TYPES 'D' & 'E' GLASS TYPE 'F' GLASS TYPE 'G' GLASS TYPE 'H' GLASS TYPE '1' GLASS TYPE 'J' WIDTH HEIGHT EXT.( +) 1NT.( -) EXT.(+) 1NT.( -) EXT.( +) 1NT.( -) EXT.( +) 1NT.( -) EXT.( +) 1NT.( -) EXT.( +) 1NT.( -) EXT.( +) 1NT.( -) EXT.( +) 1NT.( -) 19-1/8" 26 -1/2" 37" 53-1/8" 26„ (4) 80.0 80.0 70.0 70.0 6t0 .0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 8 + + 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 19-1/8" 26-1/2" .37" 53-1/8" 38 -3/8° (4) 80.0 80.0 70.0 , 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 19-1/8" 26-1/2" 37" 53-1/8° 50 -5/8° (5) 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 r 80.0 80.0 19-1/8" 26 -1/2° 37° 53-1/8" 56 -5/8° (6) _ 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 L 80.0 80.0 80.0 80.0 80.0 50.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 , 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 - - 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 19-1/8" 26-1/2" 37" 53-1/8" 63" (6) 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 - - 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 19-1/8" 26-1/2° 37" 53-1/8" 72" (7) 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 k 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 - - - - 61.0 61.0 - - 80.0 80.0 80.0 80.0 78.2 78.2 80.0 80.0 19-1/8" 26-1/2" 37" 53 -1/8" 76 -3/4" (7) 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 - - - - 61.0 61.0 - - 77.6 77.6 80.0 80.0 74.5 74.5 80.0 80.0 24" 30" 36" 42° 48° 54" 48° (5) 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 _ 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 24° 30" 36" 42" 48" 54" 60" (6) ' 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 8a.o 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 - - 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 $0.0 80.0 24" 30" 36" 42" 48" 54" (7) 1 80.0 80.0 70.0 70.0 1 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 - - 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 - - -1.- -- - 61.0 61.0 - - 80.0 80.0 80.0 -80.0 80.0 80.0 80.0 80.0 - - - - 61.0 61.0 - - 79.1 79.1 79.1 79.1 76.8 76.8 78.4 78.4 24" 30" 36° 42" 48° 84" (8) 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 - - - - 61.0 61.0 - - 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 - - - - 61.0 61.0 - - 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 - - - - _ 61.0 61.0 - u - 80.0 80.0 _ 80.0 80.0 77.5 _ 77.5 80.0 80.0 ( ) NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB tiv i rwo �w 'PRODUCT REVISED 1111egnidying withtire' SWAMI Code Avieptasee N0 dg -- €,O V Sa piration Dates Tdl /Ti Br cst t,, Siam • PAIN Ceati+ NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300- 02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY :STATEMENT DCA05- DEC -219 Engr: ARSHAD VICAR CM_ FLA. PE # 38863 C.A.N. 3538 AU G 1 2 2009 i FAX. (305) 262 -6978 J 9 SERIES 605 ALUMINUM SINGLE HUNG N 0 .N 5 FAX. (954) 781 -5078 c 0 4.. a 1 0 N o s 0 0 0 U W a w NO CHANGE THIS SHEET GLASS & REINF, OPTIONS A00. UPDATED FOR 2007 FBC 0 0 C 0 0 0 O C CO 0 0 0 0 x �.J 0 drawing no. W06 -34 sheet 2 of 8 DESIGN LOAD CAPACITY - PSF (WITH STEEL REINFORCING) WINDOW DIMS. GLASS TYPE 'B' GLASS TYPE 'F' WIDTH HEIGHT EXT.( +) 1NT.( -) EXT.( +) 1NT.( -) 19-1/8" 80.0 99.3 80.0 115.0 26 -1/2" 80.0 99.3 80.0 115.0 37" 26" (4) 80.0 99.3 80.0 115.0 53-1/8" 80.0 99.3 80.0 115.0 19-1/8" 80.0 99.3 80.0 115.0 26-1/2" 38 -3/8 "' 80.0 99.3 80.0 115.0 37" (4) 80.0 99.3 80.0 115.0 53-1/8" 80.0 99.3 80.0 115.0 19-1/8" 80.0 99.3 80.0 115.0 26 -1/2" 50 -5/8" 80.0 99.3 80.0 115.0 37" (5) 80.0 99.3 80.0 115.0 53-1/8" 80.0 99.3 80.0 115.0 19-1/8" 80.0 99.3 80.0 115.0 26 -1/2" 56 -5/8" 80.0 99.3 80.0 115.0 37" (6) 80.0 99.3 80.0 115.0 53-1/8" - - 80.0 115.0 19 -1/8° 80.0 99.3 80.0 115.0 26-1/2" 63" 80.0 99.3 80.0 115.0 37" (6) 80.0 99.3 80.0 115.0 53-1/8" - - 80.0 115.0 19-1/8" 80.0 99.3 80.0 115.0 26 -1/2° 72" 80.0 99.3 80.0 115.0 37° (7) 80.0 99.3 80.0 115.0 19-1/8" 80.0 99.3 80.0 115.0 26 -1/2" 76 -3/4" 80.0 99.3 80.0 115.0 37" (7) 80.0 99.3 80.0 115.0 24" 80.0 99.3 80.0 115.0 30" 80.0 99.3 _ 80.0 115.0 36" 80.0 99.3 80.0 115.0 42" 48„ (5) 80.0 99.3 80.0 115.0 48" 80.0 99.3 80.0 115.0 54" 80.0 99.3 80.0 115.0 24" 80.0 99.3 80.0 115.0 30" 80.0 99.3 80.0 115.0 36" 80.0 99.3 80.0 115.0 42" 60" (6) 80.0 99.3 80.0 115.0 48" 80.0 99.3 80.0 115.0 54" - - 80.0 115.0 24" 80.0 99.3 80.0 115.0 30" 72" 80.0 99.3 80.0 115.0 36" (7) 80.0 99.3 80.0 115.0 42" - - 80.0 115.0 24" 84" 80.0 99.3 80.0 115.0 30" (8) 80.0 99.3 80.0 115.0 ( ) NO. IN PARENTHESIS INDICATE NO. OF ANCHORS 1 ER JAMB eRODUCT REVISED ng with the Floridt. 13M Code Ancoptance No f 2V % Viridian Date Mod Frodgel NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E 1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC - 219 Engr: Al2SHAD VIQAR C1WI. FLA. PE # 38863 C.A.N. 3538 AUG 1 2 2009 fa z a Q 0 to W CC FAX. (954) 781 -5078 ( to c 0 L. L. c 0 n U N 0 0 U 0 U Cc Q NO CHANGE THIS SHEET GLASS & REINF. OPTIONS UPDATED FOR 2007 FBC 0 0 0 to 0 0 0 O 0 0 0 to U 0 0 0 N v 0 drawing no. W06 -34 (sheet 3 of 8 ) � � I 1/8" ANN. GLASS iS \ .015" URETHANE ADHESIVE .070" INTERLAYER 'SAF -GLAS' POLYCARBONATE BY 'SECURITY IMPACT GLASS' .015" URETHANE ADHESIVE 1/8" ANN. GLASS SILICONE DOW CORNING 995 a 0 K I- X GLASS TYPE 'B' 1/8" ANN. GLASS .090" INTERLAYER SAFLEX 1110 PVB BY SOLUTIA 1/8" ANN. GLASS SILICONE GE RGS7700 GLASS TYPE 'G' 1- m N 5 7/16" MIN. TYP. 1/8" ANN. GLASS .120" INTERLAYER UVEKOL -LIO RESIN 1/8" ANN. GLASS SILICONE DOW CORNING 995 4 O w 1- w w GLASS TYPE 'C' 1/8" HEAT STREN'D GLASS .090" INTERLAYER SAFLEX IIIG PVB BY SOLUTIA 1/8° HEAT STREN'D GLASS SILICONE GE RGS7700 GLASS TYPE 'H' n 3/16" ANN. GLASS .120" INTERLAYER UVEKOL -LIQ RESIN i--3/16" ANN. GLASS SILICONE DOW CORNING 995 GLASS TYPE 'D' 1/8" ANN. GLASS 1/4" AIR SPACE 1/8" ANN. GLASS .090" INTERLAYER SAFLEX 1110 PVB BY ' SOLUTIA' 1/8" ANN. GLASS SILICONE GE RGS7700 0 1- W GLASS TYPE THIS GLASS TYPE ONLY FOR LARGE MISSILE IMPACT USE. NOT QUALIFIED FOR SMALL MISSILE IMPACT AREAS. GLAZING OPTIONS z 2 3/16" ANN. GLASS .090" INTERLAYER SAFLEX IIIG PVB BY SOLUTIA 3/16" ANN. GLASS SILICONE DOW CORNING 995 ID h !L" 1w" X w GLASS TYPE 'E' 1/8" TEMP. GLASS 1/4" AIR SPACE 1 /8" HEAT STREN'D GLASS .090" INTERLAYER SAFLEX 1110 PVB BY ' SOLUTIA' 1/8° HEAT STREN'D GLASS SILICONE GE RGS7700 0 W X GLASS TYPE 'J' z 10 Inn z 2 h GLASS BITE 3/16" HEAT STREN'D GLASS .120" INTERLAYER FUVEKOL -LIQ RESIN 3/16" HEAT STREN'D GLASS SILICONE DOW CORNING 995 GLASS TYPE 'F' IIHNNICT wthe Cede boas 1Ma cy thvbration Date /Z By ISG, /. Weed Dad Maud gt Cep Division Engr: ARSI-1AO VIQAR CIVIL FLA. PE # 38863 C.A.N 3538 AUG 1 2 2009 O F z W aE CC O Ow ca Q V O'Owr7 o N 0 4W Wyj .I C n7_< 4 61 2 FAX. (305) 262 -6978 C t 605 ALUMINUM SINGLE ci) W W t/1 O 0 rn t0 0 Pr) r') C N C O En .; 0 v N o C 0 c. u 0 0 W 0 0 U 0 U U a W rr CHANGE THIS SHEET 0 z & REINF. OPTIONS ADO. 5 1/f 0 FOR 2007 FBC 0 A .0 0 0 a 0 C ID 0 O N 0 6 C 101.10.08 0 105.12.09 JL co„ Jc■ c � drawing no. W06 -34 (sheet 4 of 8 WINDOW HEIGHT TYPICAL ANCHORS SEE ELEV. FOR SPACING 4 ° 4 ° 4 4.° 4 ° 4 4 ° 4 '4 4 4 4 ILLUSTRATIVE DTLS. ONLY EXT. OR INT. FINISHES NOT BY TM WINDOW 1 BY WOOD BUCK ° 4 REINFORCING OPTIONS SEE SHEETS 2 & 3 I I 1 V7 OPTIONAL TO SPRING LATCH REINFORCING OPTIONS SEE SHEETS 2 & 3 SCREEN OPTIONAL II II a. 0 w 4 1 4 4 4 NDOW HEIGHT TYPICAL ANCHORS SEE ELEV. FOR SPACING 1' 0 TYPICAL ANCHORS \ SEE ELEV. FOR SPACING I a 0 0 REINFORCING OPTIONS SEE SHEETS 2 & 3 lC in 2 tn S METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING OPTIONAL TO SPRING LATCH REINFORCING OPTIONS SEE SHEETS 2 & 3 0 J 0 X 0 MIAMI -DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING PRODUCT REVROW de seteplylag l nova &dabs Code sce No _ r ! _ gapiration Date.Aafgarru 2- man Cast* 1 , SCREEN OPTIONAL Q 2 1 tn ALTERNATE FRAME SILL TYPICAL ANCHORS SEE ELEV. FOR SPACING FRAME WITH FIN OPTION (LIMIT DESIGN CAPACITY TO ±61.0 PSF MAX.) TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" TAPCONS BY 'ELCO' (Fu =120 KSI, Fy =92 KSI) INTO 2BY W000 BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUM TO BE PLATED OR PAINTED) 1#12 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (1/8" THK. MIN.) (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 1/2" MIN. CONCRETE f'c = 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK f'm = 2000 PSI MIN. SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SILICONE OR ACRYLIC SEALANT. WEEPHOLES: W1 = 1/2" LONG NOTCH AT EACH END OF INTERIOR LEG W2 = 7/8" LONG NOTCH AT EACH END OF EXTERIOR LEG Engr: ARSHAO VICAR CIVIL FLA. PE # 38863 C.A.N. 3338 AUG 1 2 2009 FAX. (305) 262 -6978 TEL (305) 264 -8100 W_ Qom' ILLJ rn 0 0 0 , d O zQcrs Ln FAX. (954) 781 -5078 W 0'- w o. < 0 = U N O Z 1- REV. PER BCCO COMME GLASS & REiNF. OPTION L n a N 4 0 W 0. .ae • is 10.17.06 B 11 06.06 c 01.10.08 D 05.12 09 MEIN 0 N u 1 A� -r a o \O. drawing no. W06 -34 sheet 5 of 8 1/4" MAX. SHIMS METAL STRUCTURE TYPICAL ANCHOR SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 18Y W90D BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH FRAME WITH FIN OPTION TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" SHIM MAX. MIAMI -DADE COUNTY APPR,D CLIPPED MULLION 7 SEE SEPARATE NOA Y WOOD BUCK R \ WOOD STRUCTURI ITEM PART # QTY. DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 GW -36763 1 FRAME HEAD 6063 -T6 - 2 GW -37731 1 FRAME SILL (4" HIGH) 6063 -T6 - 2A 3 BA -3608 1 FRAME SILL (3" HIGH) 6063 -T6 - GW -31445 2 FRAME JAMB 6063 -T6 - 4 GW -36706 1 MEETING RAIL 6063 -T6 - 5 GW -36685 1 VENT TOP RAIL 6063 -T6 - 6 GW -37730 1 VENT BOTTOM RAIL (4" SILL) 6063 -T6 - 6A GW -37559 1 VENT BOTTOM RAIL (3" SILL) 6063 -16 - 7 GW -31134 2 VENT JAMB STILE 6063 -T6 - 8 GW -31470 2 VENT STOP 6063 -T5 - 9 19 -56 4/VENT GLAZING BEAD ANGLE 6063 -15 - 9A TM -123 4 /VENT GLAZING BEAD 6063 -T5 - 9B TM -170 4 /VENT GLAZING BEAD 6063 -T6 - 9C TM -181 4 /VENT GLAZING BEAD (INSUL. LAM. GLASS) 6063 -T6 - 10 #8 X 1/2" 12 /VENT GLAZING ANGLE SCREWS STEEL PH SMS 11 4037 (1) STRIP FIN SEAL WEATHERSTRIP - MTG.RAIL /FRAME SILL 12 2240 (1) STRIP FIN SEAL WEATHERSTRIP - VENT TOP 13 3722 (2) STRIP FIN SEAL WEATHERSTRIP - VENT JAMB STILES 14 - 2 1 1/2"x7/8"x3/4" FINSEAL PAD - FRAME SILL CORNERS 15 - 2 /VENT LATCH LOCK AT 5" FROM ENDS CAST VENT TGP 15A 16 TM -118A 2/VENT SPRING LOADED EGRESS LOCK 6063 -T6 VENT BOTTOM RAIL - 4 /VENT VENT GUIDE NYLON VENT INT. CORNERS 17 - 2/VENT CALDWELL SPIRAL BALANCES - AT FRAME JAMBS 18 WVR -9302 2/VENT BALANCE COVER VINYL FRAME HEAD /JAMBS 19 N69 2 /VENT CALDWELL BALANCE CLIP - VENT BOTT. CORNERS 20 - 2 #12 x 3/4" P.H. SUS STEEL (1) AT EACH BALANCE 21 - 8 #12 x 1" P.H. SMS STEEL FRAME CORNERS 22 - 8 #10 x 1" P.H. SMS STEEL VENT CORNERS 23 - 4 #8 x 3/4" F.H. SMS. STEEL (2) AT EACH LATCH 24 - 4 #6 x 3/8" F.H. SMS. STEEL AT EA. PLASTIC GUIDE 25 - 1 1 x 1 3/16x3/4x1/8" CHANNEL STEEL AT VENT TOP 26 - 2 1 x1/4 THK.x4" LONG BAR ALUM. (1)AT EA. MTG. RAIL END 27 - 1 1/2x1x1/2x1/8" CHANNEL STEEL AT MEETING RAIL 28 TM -161 2 FIN TRIM FOR JAMBS 6063 -T6 - 29 TM -163 1 FIN TRIM FOR HEAD 6063 -T6 - 30 TM -164 1 FIN TRIM FOR SILL 6063 -T6 - 31 TM -179 1 MTG. RAIL REINFORCING CHANNEL 6063 -T5 AT MEETING RAIL 32 'TM -178 1 TOP RAIL REINFORCING CHANNEL 6063 -15 AT VENT TOP TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH WINDOW WIDTH Engr: ARSHAD VICAR CIVIL FLA. PE 4l 38883 C.A.N. 3538 AUG 1 2 1009 VRODUCT REVISED oying with the Florid& Whig Code AMptsege No - 06o44•ZV Ophidian Date illed Dads Pridud Cooker Wades z FAX. (305) 262-6978 O 0 N 0 m J % 0 0 Oj� Q = U La O r- m Z Z 3z c w E co o0 605 ALUMINUM SING FAX. (954) 781 -5078 01 C 0 N REV. PER BCCO COMMENTS 0 0 0 z z 0 N LA- 0 I- < a 0 0 0 0 0 t0 O 0 I . N ri 0 O U Y Ly 1 drawing no. W06-34 (sheet 6 of 8 ) U 0 1.092 -.4 3.166 FRAME HEAD FIXEC MEETING RAIL 3.069 -1,425 .062 1.925 2.375 FRAME JAMB 1.500 I 1.406 1.030 1 2.500 .062 3.719 3.097 NAIL FIN (HEAD) 27 (26) 125 >} .500 1.000 MTG. RAIL REINFORCINGS STEEL .438 MTG. RAIL REINFORCINGS ALUMINUM GED .938 .062 1.500 VENT STOP 2.500 2.190 NAIL FIN (JAMB) TOP RAIL REINFORCING STEEL TOP RAIL REINFORCING ALUMINUM VENT TOP RAIL .999 .688 I� SASH SIDE RAIL 2.500 u NAIL FIN (SILL) 9 LATCH LOCK VENT BOTTOM RAILS 6A 3.141 FRAME SILLS NOTE: EITHER SILL CAN BE USED 3.141 r aoDUCT RrviS D =tying with 11c+ Code Moieptoice No CPA-00.$_,.., Z7 Apindod Date i f yD f , Zol Z- k 1. r �. (9A) .50 ._ j .062 .500 II 7 .622 .530 II J� .500 II .045 I° 1- .405 .183 -�J 0 9C .540 E40_.500 4 L.9231 GLAZING BEADS Engr: ARSHAD VICAR CIVIL FLA. PE # 38863 C.A.N. 3538 AUG 1 2 2009 i 0 z di n. 0 z P 0 1- z Q2 0' o 0 Mt CC 0 o d M w P1 O aQa O N � O a W3 W( J z 0 o 605 ALUMINUM SINGLE U) W W N N C 0 .y '5 i co co co 0) 0 LL O , 0 ai 0 coo cnU'1 00 ovr M c▪ n M c 0 o. •L U N v w m 1 0 Qz 0 U z REV. PER BCCO COMMENTS REIN'. OPTIONS ADD. UPDATED FOR 2007 FBC T 0 0 O a w w 0 0 • 0 - 0 0 •- 4 m 0 0 O U D 105.12.09 0 G l 6 N tV C I c o Ai 2. O 4 0 . t _7 drawing no. W06 -34 sheet 7 of 8 FRAME TOP CORNER FRAME BOTTOM C RNER VENT TOP CORNER VENT BOTTOM CORNER rRODUCT REVISED ; .,arl,. M ngwek •` Cade ittakdasee SNo )2, 01111Tatioa Date Engr: ARSHAD MOAN C4ViL FLA. PE # 38863 CAN. 3538 AUG 1 2 2009 fo Z 0r hw W Q2 fg a °> C N O a m 'a Q 43 if Fe- W a 3� IL'N= J to om¢ Q WEE 605 ALUMINUM SINGLE HUNG WD V) IX 0' J z tl. 0 U FAX. (954) 781 -5078 N C 0 .> C 0 0. U N UPDATED FOR 2007 FRC .0 0 0. 0. O 0 O 0 O O rn 0 N_ :[1 O O sc m U O Fry i I Csi N I 2 i0 i o ii O .,,,, drawing no. I WO6 -34 (sheet 8 of 8 ) r 3/16" ANN. GLASS .090" INTERLAYER SAFLEX IIIG BY SOLUTIA 3/16" ANN. GLASS SILICONE GE RGS7700 DOW CORNING 995 0 x 7/16" OVERALL GLASS TYPE 'A' 3/16" HEAT STREN'D GLASS .120" INTERLAYER UVEKOL -LID RESIN BY 'SURFACE SPECIALTIES INC.' 3/16" HEAT STREN'D GLASS .090" INTERLAYER SENTRYGLAS PLUS BY DUPONT 3/16" HEAT STREN'D GLASS SILICONE GE RGS7700 DOW CORNING 995 3/16" HEAT STREN'D GLASS SILICONE GE RGS7700 DOW CORNING 995 1/2" OVERALL GLASS TYPE 'C' w 7/16" OVERALL GLASS TYPE 'B' 3/16" ANN. GLASS .120" INTERLAYER UVEKOL -LIQ RESIN BY 'SURFACE SPECIALTIES INC.' -3/16" ANN. GLASS SILICONE GE RGS7700 DOW CORNING 995 0 W w W 1/2" OVERALL GLASS TYPE 'D' GLAZING OPTIONS SERIES 805 ALUMINUM HORIZONTAL ROLLING WDW. DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 1 & 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R. /H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI —DADE COUNTY APPR'D WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. z w 1- 1/8" TEMP. GLASS 1/4" AIR SPACE 1/8" ANN. GLASS .090" INTERLAYER SAFLEX 1110 PVB BY ' SOLUTIA' —1/8" ANN. GLASS SILICONE GE RGS7700 DOW CORNING 995 0 tJ I- X w 11/16" OVERALL INSUL. GLASS TYPE 'E' FALSE MUNTINS (SURFACE APPLIED) MAY BE USED N VENT HEIGHT 74" MAX. WINDOW WIDTH 9 3/8" MAX. HEAD 3., SILL — PSF SMALLER GLASS TYPE 'A' n 3" I GLASS TYPE 'D' I I III EXT.( +) ____, " - TNT.( -) _ 11- II i1 - - EXT.( +) 1NT.( -) -=�I=--- %/I 1 / 1 1 I 1 -tl- -rr- 0 li B I` - - - -- n 11 iI II II II J'L. -11- I! 11 11 11 11 11 \\ 11 11 \ \\ = =I t -= 56 3/4" 90.0 130.0 90.0 90.0 37 1/2" VENT WIDTH 6" MAX. HEAD /SILL CORNERS M X m 33 1/2" D.L. OPG. TYPICAL ELEVATION N rn a al w 0 MAXIMUM DESIGN FOR SIZES AU OK UA SI'LL5 LOAD RATING SHOWN ABOVE OR — PSF SMALLER GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D' GLASS TYPE 'E' EXT.( +) 1NT.( -) EXT.(+) TNT.( -) EXT.( +) 1NT.( -) EXT.( +) 1NT.( -) EXT.( +) 1NT.( -) 80.0 90.0 90.0 130.0 90.0 90.0 55.0 55.0 79.0 79.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUMINUM LATCHES. FOR METALLIC SWEEP LATCHES LIMIT MAX. LOADS TO ±80.0 PSF. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003,8.4. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 — DEC —219 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Engr: JAVAD AHMAO CIVIL FLA. PE # 70592 C.A.N. 3538 FEB 1 9 2010 PRODUCT REVISED tas complying with this Florida Building Code Acceptance No 0.31-11111K. Miami Dade Product Con Division 2v 4• O w d O. re O O w M Ot Vo 1' O'OWm O O °nc'� rt fl < z N . Cc % 00 O 1- .0 I 0 J z a_ 2 0 00 0 N CC 0 x SERIES 805 ALUM 0) co 0 M1 N3 (954) 781 -3595 �> .Q= o (/� 2 U a $N W a OO. 2 3�� m 00 W LO 0 I- c 0 '5 c 0 0. U a 0 rn L 0 PER BCCO COMMENTS 0 0 0 0 0 O a 0 as O O I 11 N ) ) drawing no. W08 -81 sheet 1 of 7 FALSE MUNTINS (SURFACE APPLIED) MAY BE USED WINDOW HEIGHT VENT HEIGHT 111" MAX. WINDOW WIDTH 10 1/4" MAX. 3" - - HEAD \SILL 9 3/8" AT FIX. LITE MAX. 3„ 0 I I 1 1 1 HEAD \SILL AT VENT !I 1 1 1 1 1_ r INT.( - ) EXT.( +) ;____.1 _; EXT.( +) =i== 1 = -7r / 1. I 1 -o _ -- 90.0 130.0 1 1 1 1 I I - -L____I -= --ir - - ---/ - ;; ___�> ___7�__- 1 1 _- JL__ -4 _ II 11 11 1 .I II 90.0 === =t= = = 11.—I> 11 II I. = == I ti 11 11 11 ._ -11- -- 11 11 11 11 11 \ \� l = . t - = 56 3/4" 6" MAX, HEAD /SILL CORNERS 37 5/8" VENT WIDTH 37 5/8" VENT WIDTH /WA 314.E MAXIMUM DESIGN LOAD RATING — PSF FOR SIZES SHOWN ABOVE OR SMALLER GLASS TYPE 'A' GLASS 'TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'E' EXT.( +) 1 NT.( -) EXT.( +) INT.( - ) EXT.( +) INT.( - ) EXT.( +) INT.( - ) 80.0 90.0 90.0 130.0 90.0 90.0 79.0 79.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUM LATCHES, FOR METALLIC SWEEP LATCHES LIMIT MAX. LOADS TO ±80.0 PSF. ADDL. ANCHOR REOD. FOR INSTALLATIONS INTO WOOD STRUCTURES OR THRU WOOD BUCKS INTO MASONRY FALSE MUNTINS (SURFACE APPLIED) MAY BE USED 111" MAX. A TYPICAL ELEVATIONS WINDOW WIDTH 14 7/8" MAX. HEAD SILL PI 3" 6" MAX. I = II 14 II 11 II r 1�= r I 11 <4H 1 HEAD /SILL CORNERS tn m M 29 1/4" VENT WIDTH 50" MAX. D.L. OPG. 24 5/8" AUA otz.La MAXIMUM DESIGN LOAD RATING — PSF FOR SIZES SHOWN ABOVE OR SMALLER GLASS TYPE 'A' GLASS TYPE 'B' EXT.( +) 1NT.(-) EXT.( +) INT.( - ) 80.0 90.0 90.0 130.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUM LATCHES, FOR METALLIC SWEEP LATCHES LIMIT MAX. LOADS TO ±80.0 PSF. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 - DEC -219 Ertgr: JAVAD AHMAD CIVIL FLA. PE # 70592 C.A.N. 3538 D.L. OPG. 29 1/4" VENT WIDTH X mw Z PRODUCT REVISED as complying with the Florida Building Code Acceptance No 0 [re6 0) c0 0 r'1 rr) Q am N �++ o- m 0 z3 z za oo0 FAX. (954) 781 -3595 N c 0 f/1 C 0 .8, 0 fl w z 0 m 0ER BCCO COMMENTS A O O 0 C A 109.09.09 0 0 c drawing no. W08 -81 (sheet 2 of 7 1BY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 i 4 #10 X 3/8" PH SMS 2 PER CLIP 1I II II II Ii DOW HEIGHT 4° LONG WIND LOAD CLIP TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING rrMIAMI —DADE COUNTY APPROVED I I I MULLION & MULLION ANCHORS I � MIN. N. SEE SEPARATE NOA �I I -"I I" 1 II SEALANTS: ALL FRAME AND VENT JOINTS AND CONNECTIONS SEALED WITH SILICONE OR ACRYLIC SEALANT. WEEPHOLES: W i = 1-1/4" X 1/4" WEEPHOLES WITH PLASTIC BAFFLE AT 4 -7/8" FROM EACH END AND AT MIDSPAN W2 = 1 -1/4" X 1/4" WEEPHOLES AT 4 -7/8" FROM EACH END AND AT MIDSPAN W3 = 2" LONG WEEP NOTCH AT EACH END W4 = 1" LONG WEEP NOTCH AT 32" FROM EACH END co ,iii €D 12" LONG SILL CLIP ADAPTER ►n I p�iiamir ter e o d4 tn e 4 4 4 4 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING 4 4 W1 4 W2 TYPICAL ANCHORS 3 PER CUP TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/8" MIN. WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu =177 KSI, Fy =155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -5/8" MIN. EMBED INTO CONC. OR MASONRY 1 /4" TEKS OR SELF DRILLING SCREW$ (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 0.105" MIN. (Fy = 36 KSI MIN.) .. ".LUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 114 SMS OR SELF DRILLING SCREWS INTO MIAMI —DADE COUNTY APPROVED MULLIONS (MIN. THK. (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS re = 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK AT JAMBS I'm = 2000 PSI MIN. Engr: JAVAD AHMAD CIVIL FLA. PE # 70592 C.A.N. 3538 FFB 19 2010 PRODUCT Kr.,'',:� as complying with the Florida Building Code ..... r,. Ace ptance No ©. - 71K3 - I 1/8") OA Division 1.» • E MC O O w a. t 0t 0 • M 0 aQo o NEE O w3LL u. ul - _I5mQ COMP- ANL \W08 -81TMK J 805 ALUM HORIZONTAL l,J it C 0) cO 0 •r) ci > < 0 N = (- v d o •- m ao O 3�a J as. ° FAX. (954) 781 -3595 0 a U !II O 0 W 0 PER BCCO COMMENTS 0 0 0 c �o p o vi 4) c i m 2 c ) drawing no. W08 -81 sheet 3 of 7 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 BY W9 O BUCKS 0 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4° SHIM MAX. Y WOOD BUCK OR STRUCTUR WOO VENT WIDTH X0 LAYOUT OX OPPOSITE VENT WIDTH 1/4° MAX. SHIMS 1 BY WOOD BUCKS 7 p - -- SCREENS OPT. TYPICAL ANCHORS SEE ELEV. FOR SPACING � TYPICAL ANCHOR SEE ELEV. FOR SPACING D.L.O. EXTERIOR WINDOW WIDTH XOX LAYOUT MIAMI- DADE COUNTY APPR.D MULLION SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING VENTS WITH SPRING LOADED LATCHES Engr: JAVAD AHMAD CIVIL FLA. PE # 70592 C.A.N. 3538 PnoDucr REVISED as cop1Ying• with the Florida D ding Colo Acceptance No 0 E. p' : • Date 12 EXTERIOR 1 9 2010 WINDOW WIDTH WINDOW WIDTH Miami ' Product Control Division z 0 y 42 N re la ra 0 V W co O. ® t 02 e'I aElaco o 01.< O 4Wea 06 W to - O Jt CO 4 Wrl2 !W- COMP- ANL \W08 -81TMW ( > J r iD O CO Cr) z 0 c 4 U N 0 REV. PER BCCO COMMENTS .0 N drawing no. W08 -81 sheet 4 of 7 C ) 1 /4" SHIM MAX. METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING VENT WIDTH - SCREENS OPT. 1 /4" SHIM is EXTERIOR WINDOW WIDTH 0 1 /4" MAX. SHIMS D.L.O. Vi v folirm owed v a i► TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 BY WROD BUCKS VENT WIDTH XO LAYOUT OX OPPOSITE v VENT WIDTH 1 /4" MAX. SHIMS MAX. Y WOOD BUCK OR � STRUCTUR WO() 1BY WOOD BUCKS va -- -SCREENS OPT. SCREENS OPT. - -- TYPICAL ANCHORS SEE ELEV. FOR SPACING D.L.O. EXTERIOR WINDOW WIDTH XOX LAYOUT VP v v p TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI -DADE COUNTY APPR,D MULLION SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH o[ SCREENS OPT. EXTERIOR WINDOW WIDTH VENTS WITH SWEEP LATCHES Engr: JAVAD AHMAD CIVIL FLA. PE # 70592 CAN. 3538 FE 1 9 2.010 -,`, 1)UCf REN tS£O as complying with the Florida 3t:L.i:.g Code +cceptance No O - ' 1 0.0 O {e r Product Cone .:ivisiose —.l z d Or 2 w CC O E CC D O t vg O a-• 'ac o °� E 0 Q 'C'0) V. J�a FAX. (305) 262 -6978 8 805 ALUM HORIZONTAL ROLLING cri W_ to FAX. (954) 781 -3595 c a 0 t 0 v y 0 'O PER BCCO COMMENTS .0 rn 0 0 0 0 a 0 am drawing no. W08 -81 sheet 5 of 7 1.875 2.437 1.425 Li----- 1-- 1.030 M FRAME HEAD 3.069 .062 0 n- 1.375 9- .062 1.250 1.000 L O TOP Sc BOTTOM RAIL 1.000 r_ LI LI .750 .125 --J Ii. 1.750 WIND LOAD CLIP 1.000 r_ n i.coo 10) SILL TRACK 1.071 2.312 JAMB STILE .107 .125 2.312 I .062 1.255 TyP. .929 �- I f 1.375 1.000 2.373 1.546 1.235 SILL CLIP ADAPTER ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 TM -130 1 FRAME HEAD 6063 -76 - 2 TM -1338 1 FRAME SILL BASE 6063 -T6 - 3 TM -134 1 FRAME SILL TOP 6063 -T6 - 4 TM -132 AS READ. FRAME JAMB - VENT 6063 -T6 - 5 TM -131A AS READ. FRAME JAMB - FIXED 6063 -T6 - 6 TM -138 2/ VENT TOP AND BOTTOM RAIL 6063 -T6 - 7 TM -139 1/ VENT JAMB STILE 6063 -76 - 8 TM -140 1/ VENT MEETING STJLE 6063 -76 - 9 TM -137 1/ VENT FIXED STILE (SPRING LOADED LATCH) 6063 -76 - 9A TM -137A 1/ VENT FIXED STILE (SWEEP LATCH) 6063 -76 - 10 TM -136 1 SILL TRACK INSERT 6063 -76 - 11 TM -135 1 SILL CLIP ADAPTER, 12" LONG 6063 -76 AT MTG. STILE LOCATION 12 TM-118 1/ VENT SPRING LOADED VENT LATCH, 3 -1/8" LONG 6063 -T6 AT MID SPAN 12A - 1/ VENT METALLIC SWEEP LATCH - AT MID SPAN 12B #8 X 3/4" 2 /LATCH SWEEP LATCH MOUNTING SCREWS - FH SMS 13 TM -141A AS READ. GLAZING BEAD (LAMINATED GLASS) 6063 -T6 - 13A TM -181 AS REQD. GLAZING BEAD (INSUL. LAM. GLASS) 6063 -T6 - 14 TM -154 AS REVD. WIND LOAD CUP, 4" LONG 6063 -76 - 15 - 1/ STILE MEETING STILE REINFORCING 6063 -76 - 16 - 2/ STILE FIXED STILE REINFORCING 6063 -T6 - 17 W31225 AS READ. FIN SEAL W'STRIPPING (.270° X .220" HIGH) WOOL - 18 W43371 AS READ. FIN SEAL W'STRIPPING (.187" X .370° HIGH) WOOL - 19 W43201 AS READ. FIN SEAL W'STRIPPING (.187" X .200" HIGH) WOOL - 20 P5043 - ADHESIVE BACK CLOSED CELL FOAM - 7/8" X 1/2" X 1 -7/16" LONG 21 - 2/ VENT VENT ROLLER HOUSING & GUIDE PLASTIC AT EACH END 22 - - VENT ROLLER /WHEEL BRASS - 23 #12 X 1" 2/ CORNER FRAME ASSEMBLY SCREWS - P.H. PHILLIPS SMS 24 25 #10 X 1" 2/ CORNER VENT ASSEMBLY SCREWS - P.H. PHILLIPS SMS - 1/ LATCH VENT LATCH SPRING ST. STEEL - 26 W31175 AS REQD. FIN SEAL W'STRJPPING (.187" X .175" HIGH) WOOL - 27 TM -151 1 SILL RISER 6063 -76 - 1.750 MEETING STILE 2.312 (12 VF NT LATCH 2.312 1.719 .1831 3.270 2.708 1 1.437 1.375 1.750 1.750 13 GLAZING BEAD (LAM. GLASS) FRAME SILL TOP 3.069 -- 1.764 .062 TYP. .062 TYP. .062 1.a58 .500 .092 .062 TYP. 2.628 1.919 1.799 3.042 3.283 0 3.069 FRAME SILL BASE RIP LEG AS REQD. .875 0 FRAME JAMB - VENT .875 I-- O FRAME JAMB - FIXED SILL RISER Engr: JAVAD AHMAD CIVIL FLA. PE # 70592 CAN. 3538 FEB 19 2010 PRODUCT REVISED as emptying with the Florida Building Code A�pta� No o 1 0.02. 4 ;, :. • ate " liir.2'1 DiVi9iou Product Control (44•4‘), O 1- F. W Q2 r o J c Q V I o Ca4O o °tE Q a W LL z to _ J r)ry 4 WdE C co 0 M J t.Li r'7 >LL �i <= 3 ~< N W 1 O '- a CI 0 h z� 0o w l, - ca 0.. FAX. (954) 781 -3595 c c 0 0. in N nv 0 0 l3 W NO CHANGE THIS .00 0. rn 0 O q 0 0 0 0 1 u drawing no. W08 -81 sheet $ of 7 ) (2) #12 x 1 1/4" PH. SMS. 6:<"-- ASSEMBLY SCREWS FRAME TOP CORNER (4) #12 x 1 1/4" PH. SMS. ASSEMBLY SCREWS FRAME BOTTOM CORNER (2) #10 x 1" PH. SMS. ASSEMBLY SCREWS VENT TOP CORNER (2) #10 x 1" PH. SMS. ASSEMBLY SCREWS VEND BOTTOM CORNER (2) (j10 x 1" PH. SMS. ASSEMBLY SCREWS FIXED MTG. RAIL. TOP CORNER (2) #10 x 1" PH. SMS. ASSEMBLY SCREWS FIXED MTG. RAIL BOTTOM CORNER Engr: JAVAO AHMAD OWL FLA. PE # 70592 C.A.N. 3538 no PRODUCT REVISED as complying with the Floddn Building Cods Acct No0 Ill O 02. 4 By Mitsui Division 41{ de Prod - Control z 01- cp Q II O io Ow 8 N Q 0v a vo O'2>M 8 0ft( '4 0 ca o u) Q N < w > iZ 11 �d Co s Wig FAX. (954) 781 -3595 c 0 O. 0 z 0 c cc W NO CHANGE THIS SHEET o_ 0 0 0 8 cr 9 u Y drawing no. W08 -81 (sheet 7 of 7 SERIES 338 ALUMINUM FIXED WINDOW DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 AND 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIXED /FIXED OR FIXED WITH OTHER MIAMI --DADE COUNTY APPR'D WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4, 2411.3.3 AND 2326.2. WINDOW HEIGHT 6" MAX. FROM ENDS FALSE MUNTINS SURFACE APPLIED OPTIONAL 10 -1/2" MAX. HEAD /SILL D.L. OPG, 11 II 11 11 11 1 11 11 WINDOW WIDTH TYPICAL ELEVATION THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. t�ngr: YAi} `AHMAADD CIVIL , FLA. PE. -# 1. 2 f1,A N..3$ 2 IL tc O PRODUCT REVISED es complying with the Florida Buldhig Code Nctcptance No Dade Product Control l z w o r al O8 I tip lei 0 Oj a Q Q 8 4. 0 414 a 1 0 ZJ 2 0 c r-, tR 0 AO 1 1 0 C 0 a 0 xx� 1 2 0 U 0 0 0 0 0 0 0 w x J ,, drawing no. W03 -52 (sheet 1 of 5 WINDOW DIMS. GLASS TYPE 'A' GLASS TYPE 'B' WIDTH LENGTH EXT. (+) INT. (-) EXT. CO INT. (-) 36" 42" 48" 54" 60" 66° 72" 48" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 72.1 72.1 80.0 80.0 72.1 72.1 80.0 80.0 65.1 65.1 80.0 80.0 58.0 58.0 80.0 80.0 X X X X 80.0 80.0 36" 42" 48" 54" 60" 66" 60" 73.7 7.3.7 80.0 80.0 68.6 68.6 80.0 80.0 65.1 65.1 80.0 80.0 60.9 60.9 78.5 78.5 X X X X 70.7 70.7 X X X X 70.7 70.7 36" 42" 48" 54" 72" 55.8 55.8 80.0 80.0 53.8 53.6 80.0 80.0 X X X X 80.0 80.0 X X X X 78.5 78.5 36" 42" 48" 53" 77„ 52.0 52.0 80.0 80.0 49.3 49.3 80.0 80.0 X X X X 80.0 80.0 X X X X 80.0 80.0 36" 42" 48" 80.0 47.6 47.6 80.0 80.0 84" X X X X 80.0 80.0 80.0 X X X X 80.0 80.0 36" 42" 96" X X X X 80.0 80.0 108" X X X X 80.0 80.0 36" 102" X X X X _ 80.0 80.0 36" 108" X x x X 80.0 80.0 3/16" ANN. GLASS 1/2" AIR SPACE 1/8" ANN. GLASS .090" INTERLAYER BUTACITE PVB BY 'DUPONT' WINDOW DIMS. GLASS TYPE 'A' GLASS TYPE 'B' WIDTH LENGTH EXT. C +) INT. CX) EXT. (+) INT. <X) 19-1/8" 26 -1/2" 37" 53-1/8' 26" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 ' 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 19 -1/8" 26 -1/2" 37" 53-1/8" 38 -3/8" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 la-1/8" 26-1/2" 37" 53-1/8" 50-5/8" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 68.3 68.3 80.0 80.0 19-1/8" 26-1/2" 37" 53-1/8" 63" 80,0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 68.2 68.2 80.0 80.0 X X X X 80.0 80.0 19-1/8" 26 -1/2" 37" 53-1/8" 74 -1/4" 80.0 80.0 80.0 80.0 78.6 78.6 80.0 80.0 53.3 53.3 80.0 80.0 X X X X 80.0 80.0 19-1/8" 26-1/2" 37" 53-1/8" 77" 80.0 80.0 80.0 80.0 76.2 76.2 80.0 80.0 51.2 51.2 80.0 80.0 , X X X X 80.0 80.0 L NOTE; WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. PrY NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300 -04 (3 SEC. GUSTS): NOTE: EXTERIOR PLY OF GLASS TYPE 'A' MUST BE TEMPERED TO QUALIFY FOR SMALL MISSILE IMPACT. -1/8" ANN. GLASS SILICONE GE 7700 a 0 GLASS TYPE 'A' 1" NOMINAL INSUL. LAM. GLASS 3/16" TEMP. GLASS 1/4" AIR SPACE 3/16" HEAT STREN'D GLASS .090" INTERLAYER SENTRYGLAS PLUS BY 'DUPONT' - 3/16" HEAT STREN'D GLASS SILICONE GE 7700 x s, to GLASS BITE GLASS TYPE '8' 15/16" NOMINAL INSUL. LAM. GLASS SILICONE DOW CORNING 995 0 GLAZING OPTIONS m in i,vna, ..ni 110.11 a - 1117v..11%.111 l,vr%al i.Hrn1.11 [ - rO{' WINDOW DIMS. ' GLASS TYPE 'C' WIDTH LENGTH EXT. CO [NT. (-) 36° 75.0 75.0 42" 75.0 75.0 48" 26" 75.0 75.0 54" 48" 75.0 75,0 60" 75.0 75.0 68" 38-3/8" 75.0 75.0 72" 75.0 75.0 36" 75.0 75.0 42" 75.0 75.0 48" 75.0 75.0 54" 60" 75.0 75.0 60" 72.0 72.0 66" 72.0 72.0 72" 72.0 72.0 38" 63" 75.0 75.0 42° 75.0 75.0 48" 72" 75.0 75.0 54" 74 75.0 75.0 60" -1/4" 72.0 72.0 36" 75.0 75.0 42" 84" 75.0 75.0 48" 75.0 75.0 54" 75.0 75.0 36" 75.0 75.0 42" 96" 75.0 75.0 48" 75.0 75.0 36" 75.0 75.0 42" 102" 75.0 75.0 36" 75.0 75.0 42" 108" 75.0 75.0 36" 114° 75.0 75.0 38" 120" 75.0 75.0 36" 126" 75.0 75.0 3/16" HEAT STREN'D GLASS .120 INTERLAYER UVEKOL -LIQ. RESIN 3/16" HEAT STREN'D GLASS SILICONE TREMCO TREMGLAZE 5500 ' WINDOW DIMS. GLASS TYPE 'C' WIDTH LENGTH EXT. (+) INT. (X) 19 -1/8" 75.0 75.0 26 -1/2" 75.0 75.0 37" 26" 75.0 75.0 53 -1/8" 75.0 75.0 19-1/8" 75.0 75.0 26-1/2" 38-3/8" 75.0 75.0 37" 75.0 75.0 53-1/a" 75.0 75.0 19-1/8" 75.0 75.0 26 -1/2" 75.0 75.0 37" 50 -5/8" 75.0 75.0 53-1/8" 75.0 75.0 19-1/8" 75.0 75.0 26 -1/2" 75.0 75.0 37" 63" 75.0 75.0 53 -1/8" 75.0 75.0 19 -1/8" 75.0 75.0 26 -1/2" 74 75.0 75.0 37" -1/4" 75.0 75.0 53-1/8" 75.0 75.0 1.. Ems' 9 UAVA ANA CIVIL, F1.. PE 70592. C.A.DL' 3538 GLASS TYPE 'C' 4 2011 'RODUCT REVISED ts complying with the Florida wilding Code kcceptenco No $xpiration Date BT Mi ALUMINUM FIXED WIND OD vt w FAX. (954) 781 -5078 Ni/ � N O 0 e. re 0 Q v0 III 0 d (G 8 04 to re e wiztic--78 8 4ggsP COMP- ANL \W03 -52Tti i t 1) e N v N. drowing a A 0 c 0 U A W UPDATED FOR 2007 FBC z 0 8 8 .+Q a. 0 I c Dade Product Contra no. W03 -52 sheet 2 of 5 WINDOW DIMS. GLASS TYPE 'F' GLASS TYPE 'G' GLASS TYPE '11' GLASS TYPE 'J' WIDTH LENGTH EXT. ( +) INT. ( -) EXT. (3) INT. (--) EXT. CO INT. (-) EXT. ( +) INT. ( -) 36" 42" 48" 54" 60" 66" 72" 48" 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 76.5 76.5 90.0 90.0 90.0 111.0 90.0 135.0 36" 42" 48" 54" 60" 66" 72" 60" ' 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 71.1 71.1 80.0 80.0 80.0 98.7 80.0 124.4 64.0 64.0 72.0 72.0 72.0 88.8 72.0 112.0 64.0 64.0 72.0 72.0 72.0 88.8 72.0 112.0 64.0 64.0 72.0 72.0 72.0 88.8 72.0 112.0 36" 42" 48" 54" I 80" 72" 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 76.5 76.5 90.0 90.0 90.0 111.0 90.0 135.0 71.1 71.1 80.0 80.0 80.0 98.7 80.0 124.4 64.0 64.0 72.0 72.0 72.0 88.8 72.0 112.0 36" 42" 48" 54" $4,. 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 69.8 69.8 90.0 90.0 90.0 111.0 90.0 137.1 65.4 65.4 90.0 90.0 90.0 111.0 90.0 126.0 64.1 64.1 80.0 80.0 80.0 98.7 80.0 117.9 36" 42" 48" 96" 75.9 75.9 90.0 90.0 90.0 111.0 90.0 140.0 64.3 64.3 90.0 90.0 90.0 111.0 90.0 131.7 59.8 59.8 90.0 90.0 90.0 111.0 90.0 120.0 , 36" 42" 102° 73.9 73.9 90.0 90.0 90.0 111.0 90.0 140.0 64.5 64.5 90.0 90.0 90.0 111.0 90.0 137.1 36" 42" 108" 74.1 74.1 90.0 90.0 90.0 111.0 90.0 140.0 61.3 61.3 90.0 90.0 90.0 111.0 90.0 127.7 36° 114° 74.0 74.0 90.0 90.0 90.0 111.0 90.0 140.0 36" 120" 74.0 74.0 90.0 90.0 90.0 111.0 90.0 140.0 36° 126" 72.7 72.7 90.0 90.0 90.0 111.0 90.0 140.0 0 GG 3/16" ANN. GLASS .090" INTERLAYER BUTACITE PVB BY 'DUPONT' 3/16" ANN. GLASS SILICONE TREMCO SPECTRUM 2 GE 7700 GLA S TYPE 'F' 3/16" HEAT STREN'D GLASS WINDOW DIMS. GLASS TYPE 'F' GLASS TYPE 'G' GLASS TYPE '11' GLASS TYPE 'J' WIDTH LENGTH EXT. ( +) INT. (X) EXT. ( +) INT. (X) EXT. ( +) INT. (X) EXT. ( +) INT. (X) 19-1/8" 26-1/2" 37" 53-1/8" 26" 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 19 -1 /8" 26-1/2" 37" 53-1/8" 38 -3/8" 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 11 t .0 90.0 140.0 80.0 80.0 ' 90.0 90.0 90.0 111.0 90.0 140.0 19-1/8" 26-1/2" 37" 53-1/8" 50 -5/8" 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 75.9 75.9 85.3 85.3 85.3 105.2 85.3 132.7 19-1/8" 26-1/2" 37" 53 -1/8° 63" 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 72.3 72.3 81.3 81.3 81.3 100.3 81.3 126.5 19-1/8" 26-1/2" 37" 53-1/8" 74-1/4" 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 71.4 71.4 81.3 81.3 81.3 100.3 81.3 126.5 .090" INTERLAYER BUTACITE PVB BY 'DUPONT' 3/16" HEAT STREN'D GLASS SILICONE TREMCO SPECTRUM 2 GE 7700 z Ili NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS). 3/16" HEAT STREN'D GLASS 3/16" TEMP. GLASS L w NOTE; WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. .090" INTERLAYER .090" INTERLAYER SENTRYGLAS PLUS BY 'DUPONT' SENTRYGLAS PLUS BY 'DUPONT' 3/16" HEAT STREN'D GLASS 3/16" TEMP. GLASS SILICONE TREMCO SPECTRUM 2 GE 7700 NEP GLASS TYPE 'G' GLASS TYPE 'H' GLAZING OPTIONS SILICONE TREMCO SPECTRUM 2 GE 7700 GLASS TYPE 'J' Env: JAVAD AHM CIVII, . , F C.App.N.' 4341542' "RObucr REVISED s'cata iyin8 with file Florida ou8ding Code ,Nlcceptance No 'sxp ; • I n ate 0 4( 2011 ' Miami Dado Product Control COMP - ANL \WO3 -52T1 ( i4 c 0 C Q a a 0 N Q) 0 ry N U 2 00o t�} 0 p� O 0 0 b. 0 0 ° 0 .fi u ) drawing no. W03 --52 (sheet 3 of 5 ) sheet 4 of 5 J TYPICAL ANCHORS SEE ELEV. 18Y FOR SPACING 11 WOOD BUCK EXTERIOR II '1 I 11 '1 II 11 I1 11 11 11 11 II I 1 11 II i, I I 11 n I1 1 1 II 1 I I I 11 11 11 1. 11 11 11 11 i1 A 1I 4 0 4 2 -3/8" MIN. v 6 a TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEVS. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 MIAMI --DADE COUNTY APPROVED 1 MULION & MULLION ANCHORS ' SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. TAPCON BY 'ITW` (Fu =120 KSI, Fy=92 KSI) 1/4" DIA. ULTRACON BY 'ELCO' (Fu =177 KSI, Fy =t55 K5I) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD THRU 1 BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 1,14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI —DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -3/8" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. SEALANT: FRAME CORNERS SEALED WITH ACRYLIC SEALANT. t CIVIL F,LA. PE :/:70692 C.A.N.' 3'536 I i :ODUCT REVISED complying with the Florldtl ....:sung Code ' .a eptance No 10 •+ is p et ( Mani Dads Product Centro Leftwi C FAX. (954) 781 -5078 c 0 0 u 41E; rc v rc 4 1 8 8 53 0 0 O 4 a c 11 ) drawing no. W03-52 0 WINDOW FRAME .750 r_ .750 .062 TYP. GLAZING STOP TUBE 0 1.076 .835 .045 1.645 GLAZING BEAD (LAM. GLASS) .600 83 3 .045 1-7-- 1.6455 0 GLAZING BEAD (INSUL. LAM. GLASS) MIAMI -DADE COUNTY APPR,D MULLION SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING -= lir WOOD BU WOOD STRUCTURE 1 GW- 35277 -A 4 'WINDOW FRAME 6063 -T6 - 2 1296 AS READ. GLAZING STOP TUBE 6063 -T5 - Sil 8 #10 X 1" - 1=11=311=21111=1111151111 z AS REOD. GLAZING BEAD (LAM. GLASS) 6063 -T5 ■ W, - AS READ. GLAZING BEAD (INSUL. LAM. GLASS) 6063 -T6 - 2 1/4" MAX. SHIMS AA IIMILIMICAMMOC / !iii 1 1'I TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR O.L. OPG. WINDOW WIDTH v 4 1 BY W99D BUCKS v TYP. CORNER DETAIL 1/4" MAX. SHIM METAL STRUCTURE Enly JAV ' A1-1. D CIVIL • FLA4 PE .N 7�739,2 .a.N.135 TYPICAL ANCHORS SEE ELEV. FOR SPACING PRODUCT REVISED wanplying 1°W cling Cods with the Florida Aceeptance No Bxpiration Date 3y Mjard R ade Product ontro Le" wi z co O . , NNNN gr � o !' x 0 1 0 M OliVoR O a- ail 0 0 crp fi i gpti „IRE-, ■ N M a U t n 0g, a 0 0 X Z a a rr 0 0 8 8 0 0 0 N 8 0 0 0 0 W Y 0 8 drawing no. W03-52 (sheet 5 of 5 SURFACE APPUED FALSE MUNTINS MAY BE USED ANCHORS AT MTG. STILE ENDS (4) READ. FOR WOOD INSTALLATIONS 149 3/8" (2) REQD. FOR CONC. INSTALLATIONS FRAME WIDTH a 3° 11° 3° 8 " 13" MAX. C I I I I I O, I� _ HEAD /SILL i I I, I T 1\ • — 11 1 1 1 u I) / II II II I I / \ \ II H \ H 11 LOCIij •K 1 = _=== t == =__ // — ,/, // ___ �t = == 1 II ====t=====. == /Xi i /I. =3-1- 11 0 / yy, r' I I = -- -- _.. / =/ -- / IN -A I -__}{_ II 1— N /, TIVE I \ C) 0 - -- i I/ OPTION 11 - =_= 1I -_--:\._-- )1�1i \ A v :, \ 10.0 / / AC/1VE / I - -- 1-/ / 1 I1 33 3/8" II 1 25 1/2" 1 1r 25 1/2" II I I 33 3/8" D.L OPG. 1 1/4" D.L OPG. 34 1/2" D.L OPG. D.L OPG. PANEL WIDTH 34 1/2° 37 5/8" PANEL WIDTH 71 5/8" 1 1/4" 37 5/8" SIDEUTE WIDTH DOOR FRAME WIDTH ( OXXO ) SERIES -230 ALUM OUT — SWING DOOR W/ SIDELITES DOORS /SIDELITES GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS 15 USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. SIDEUTE WIDTH 5" MAX. HEAD /SILL CORNERS g en gm TYPICAL ELEVATION ANCHORS AT MTG. STILE ENDS (4) REOD. FOR WOOD INSTALLATIONS (2) REQD. FOR CONC. INSTALLATIONS SURFACE APPUED FALSE MUNTINS MAY BE USED 71 5/8° FRAME WIDTH 8" 13° MAX. 1 ! ! ) HEAD ■ 5" MAX. II , II II / 1. / t I / 1 I / // , /,I // co / II \ 26 5/8° D.L OPG. 34 1/2° SEE SHEET 2 FOR GLASS TYPES AND DESIGN LOAD CAPACITIES. PANEL WIDTH HEAD /SILL CORNERS 26 5/8" ( XX ) D.L. OPG. 34 1/2" PANEL WIDTH P ICT RENEWED witiomplying with the Florida • g • �� aL -4)327 o2 Expiration Date C 2 1 °-). By iaai D Pr dhotOm Division LAMINATED GLASS LARGE MISSILE IMPACT Engr DR. HUMAYOUN FAR000 STRUCTURES FUl PE # 15557 C.A.N. 3538 4 !_008 c 0 a 0 m .0 m 0 0 0 c '0 'Jr 0 m 0 0 drawing no. W02 -77 sheet 1 of (sheet 2 of 6 ) DESIGN LOAD CAPACITIES — PSF FOR SIZES SHOWN BELOW OR SMALLER ,i GLASS TYPE 'A' GLASS TYPE 'B' EXT. ( +) INT. ( —) EXT. ( +) INT. ( —) DOORS W/0 SIDELITES 80.0 90.0 90.0 90.0 DOORS WITH SIDELITES 80.0 90.0 — — FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED UMIT EXTERIOR( +) LOADS AS FOLLOWS 1 -5/8° THRESHOLD = +53.3 PSF 2 -5/8° THRESHOLD = +80.0 PSF 3 -1/2° THRESHOLD = +90.0 PSF NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300-02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5- DEC -219 boodz- -G,)&& 37 7/16" MAX_ 96 3/8° MAX. to rn (X) 71 5/8° MAX. 76 1/4" MAX. (XO) (OX) ( X X ) D©aru l 115 3/16" MAX. ,i ,, / /. • ,, • \ \ \ \ \ \ / / !/ / '\ / / /. \ \ . ,, / (XO) (OX) ( X X ) D©aru l 115 3/16" MAX. 110 1/2" MAX. (OXO) 1 ,i ,, / /. • ,, • \ \ \ \ \ \ / / !/ 110 1/2" MAX. (OXO) 1 (XXO) (oxx) 115" MAX. ,i / / /. 4 \ \ \ \ \ \ \ / / !/ / '\ / \ \ / (XXO) (oxx) 115" MAX. (XOX) 149 3/8" MAX. ,i / / /. 4 \ \ \ \ \ \ \ / / !/ \ \ �i / / / (XOX) 149 3/8" MAX. (OXXO) APPROVED CONFIGURATIONS SIUCONE TREMCO TREMGLAZE 500 GE RGS7700 3/16" HEAT STREN'D GLASS .090 SAFLEX IIIG KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STREN'D GLASS 0.460" OVERALL LAM. GLASS GLASS TYPE 'A' (SIDEUTE) 3/18" HEAT STREN'D GLASS 3/16" ANNEALED GLASS .090 SAFLEX 1110 KEEPSAFE MAXIMUM .081 SAF —GLAS PVB INTERLAYER POLYCARBONATE LAMINATE 3/16" HEAT STREN'D GLASS 3/16" ANNEALED GLASS SILICONE TREMCO TREMGLAZE 500 GE RG57700 0.460" OVERALL LAM. GLASS GLASS TYPE 'A' (DOOR LEAF) SIUCONE TREMCO TREMGLAZE 500 GE RGS7700 0.455" OVERALL LAM. GLASS GLASS TYPE 'B' (DOOR LEAF) GLAZING OPTIONS Engr: DR. HUMAYOUN FAAFF000 STRUC:TURM FLA. PE #1 E557 CAN. 3538 4 2008 PAOoucT RENEWED Biar>rapiying with thr F . itia hiding Code E 4�ceptanee NOL. -0 7OZ .- Eaplration Datepgr 7,t tea Mind amide iilvision J N 0 I S O ° 0. O M O. 0 . J tai U 31-6 T ^ ° °ma c c 0 co n uu drawing no. W02 -77 ,i ,i / / / .i \ \ \ \ \ �i / / / (OXXO) APPROVED CONFIGURATIONS SIUCONE TREMCO TREMGLAZE 500 GE RGS7700 3/16" HEAT STREN'D GLASS .090 SAFLEX IIIG KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STREN'D GLASS 0.460" OVERALL LAM. GLASS GLASS TYPE 'A' (SIDEUTE) 3/18" HEAT STREN'D GLASS 3/16" ANNEALED GLASS .090 SAFLEX 1110 KEEPSAFE MAXIMUM .081 SAF —GLAS PVB INTERLAYER POLYCARBONATE LAMINATE 3/16" HEAT STREN'D GLASS 3/16" ANNEALED GLASS SILICONE TREMCO TREMGLAZE 500 GE RG57700 0.460" OVERALL LAM. GLASS GLASS TYPE 'A' (DOOR LEAF) SIUCONE TREMCO TREMGLAZE 500 GE RGS7700 0.455" OVERALL LAM. GLASS GLASS TYPE 'B' (DOOR LEAF) GLAZING OPTIONS Engr: DR. HUMAYOUN FAAFF000 STRUC:TURM FLA. PE #1 E557 CAN. 3538 4 2008 PAOoucT RENEWED Biar>rapiying with thr F . itia hiding Code E 4�ceptanee NOL. -0 7OZ .- Eaplration Datepgr 7,t tea Mind amide iilvision J N 0 I S O ° 0. O M O. 0 . J tai U 31-6 T ^ ° °ma c c 0 co n uu drawing no. W02 -77 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY OR 2BY WOOD BUCKS e TYPICAL ANCHORS SEE ELEV. FOR SPACING SHIM SPACE TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY OR 2BY W000 BUCKS IMO NW —......10111/11111110r F77777 ii 1/2° MIN. FLUSH BOLT PENETRATION w x w TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURES NOT BY TM WINDOWS MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA TAPCONS BY ELCO INTO WOOD STRUCTURE 1 -3/4" MIN. PENETRATION INTO WOOD THRU 1BY OR 2BY WOOD BUCKS INTO MASONRY OR CONC. 1-1/4" MIN. EMBED INTO MASONRY OR CONC. DIRECTLY INTO CONCRETE OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE OR MASONRY 1/4° SELF DRILLING SCREWS (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. REQD. FOR DESIGN LOADS ABOVE +53.3 PSF #8 SMS AT 12" O.C. Y'T 3/8" X 3/8" WEEPS 2 -1/4" FROM SILL ENDS TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING ONE PIECE SILL ALTERNATE TO TWO PIECE SILL AT LEFT 3/8" X 3/8° WEEPS 1/2" FROM SILL ENDS 3 ROWS REQD. FOR DESIGN LOADS ABOVE +80.0 PSF #8 SMS AT 12" O.C. ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING Engr: DR. HUMAYOUN FARO STRUCTURES FLA. PE #16557 CAN. 38 PRODUCT RENEWED tts eompIying with the Florida liftlidlog Code iareptrnee Nag --ou %dam F Wration et 4 .ar K 2008 Division Z Q P W g N 1 tog • Q g • G 01 ® t Q o atiE N" z a J t7 m�y 4 WJ Q W li F c Beg a Eh 0, O 0 FAX. (954) 781 -5078 c 0 a 17. 0 it m 5 a ) 0 0 0 Q O m N I e 1 u drawing no. W02 -77 (sheet 3 of 6 FLUSH BOLT AT INACTIVE LEAF ATUAC BOLT AT ACTIVE LEAF 1/4" MAX. 1/4" SELF DRILLING SCREWS AT 4 -1/2" FROM ENDS AND 17 -1/2" 0.C. IN— ACTIVE LEAF NOT READ. FOR 6/0 DOORS WHERE Pd = 60 PSF OR LESS ACTIVE LEAF OPTIONAL L 4-v LEAF WIDTH 1 1/4" HINGE ASSEMBLY LOCK OPTION #1 SIDELITE WIDTH DOOR FRAME WIDTH SITELITE WIDTH • OVERALL FRAME WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR po Ili n co QIX O (0 S V M... O LL vW 1 O moo 3o< z _,g a (00 SEE NOTE ABOVE LOQK OPTION #2 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIM 1/4" MAX. SHIM SPACE METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING MIN. a. LEAF WIDTH FRAME WIDTH LEAF WIDTH 4 2008 drawing no. W02 -77 FRAME WIDTH sheet 40f 6 3.000 1.500 Imo- -1.848 FRAME HEAD TM -038 FLUSH BOLT GUIDE GW -27646 O SIDELITE FRAME GW 36572 2.125 1.012 3.000 1.843 I- -1.500 -..I DOOR JAMB TM175 WEATHER -STRIP ADAPTER GW -31826 .675 .385 .415 ___Tr 280 ] 37 DECORATIVE MOULDING GW -36737 L.-1.750 DOOR TOP & BOTTOM RAIL TM 081 .125 GW 37888 CENTER HINGE 0.310 0.572 GW 37889 -A OUTER HINGE HINGE PIN 3.681 #10 X 5/8" F.H. SMS .125 HINGE CAP #10 X 5/8" F.H. SMS 2.000 0 3.501 CC 7.689 2.000 2.126 L- HINGE ASSEMBLY ITEM # PART # QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 TM -38A 1 FRAME HEAD 6063 -T6 - 2 GW 28615 1 FRAME SILL 6063 -T6 - 2A GW 37319 1 ALL FRAME SILL 8063 -T6 - 2B TM184 1 ALL FRAME SILL 6063 -T5 - 3 GW 36572 2 SIDEUTE FRAME 6083 -T6 - 3A TM175 2 DOOR JAMB 6063 -T6 - 4 GW 36048 1 PANEL LOCK STILE 6063 -T5 - 4A TM172 1 ALT. PANEL LOCK STILE 6063 -T6 - 5 GW 36935 1 PANEL HINGE STLE 6063 -T5 - 6 TM -081 2 PANEL TOP /BOTTOM RAIL 6083 -T5 - 7 GW 31826 4 WEATHERSTRIP ADAPTER 6063 -T5 END OF DOOR STILES (TOP /BOTTOM) 8 GW 37889A 2 /HINGE ASSY. TM OUTER BUTT HINGE 6063 -T6 DOOR PANEL/FRAME HINGE SIDE 9 GW 33888 1 /HINGE ASSY. TM CENTER BUTT HINGE 6063 -T6 DOOR PANEL/FRAME HINGE SIDE 10 GW 32222 2 DOOR LOCK INSERT 6063 -T5 LOCK STILE 11 - 2/ LEAF 3/4 x 1 1/4 x 3/4 x 1/8" THK. CAP ALUMINUM 3" LONG 12 - 2 /LEAF TM FLUSH BOLT ASSEMBLY ALUMINUM DOOR LOCK STILES 16 4037 AS RUM. "ULTRAFAB" CENTERFIN WOOLPILE WOOL LOCK STILES, JAMBS, HEAD, SILL 17 GW 27648 2 /LEAF FLUSHBOLT GUIDE, 2" LONG 6063 -T5 LOCK STILES ENDS (TOP /BOTTOM) 18 - 1 /HINGE 7/32 "0 HINGE PIN STEEL AT EACH HINGE ASSEMBLY 20 - AS REQD. #10 x 1/2" F.H. UNDERCUT SMS. STEEL AT FLUSH BOLTS 21 - 2 /LEAF 1/2'0 THREADED ROD, WASHER & NUT STEEL TOP /BOTTOM END RAILS 22 SERIES 400 1 KWIKSET KNOBLOCK - ACTIVE LEAF 23 SERIES 600 1 KWIKSET DEADBOLT - ACTIVE LEAF 24 - 2 /HINGE ASSY. HINGE BUSHING PLASTIC HINGE ASSEMBLY 25 - 38 DUST PLUG (OPTIONAL) PLASTIC DOOR JAMB INSTALL. SCREW HOLES 26 - AS READ. #10 x 1" P.H. SMS. (ASSY. SCREW) STEEL DOOR FRAME MEMBERS /MULL CLIPS 27 - 2 /HINGE ASSY. HINGE CAP PLASTIC HINGE ASSEMBLY 29 1 SILL ADAPTER (1' X 1" X 1/16" TUBE) ALUM - 30 1 SILL ADAPTER (1/2" X 1" X 1/16" TUBE) ALUM - 31 TM -075 1 LOCK STILE REINFORCEMENT 6063 -T5 FULL LENGTH ® DOOR LOCK STILES 34 TM -054A 2 MULLION 6063 -T5 BETWEEN DOOR /SIDE UTE JAMBS 35 GW 31956 4 GLASS STOP 6063 -T5 SIDE LJTE GLAZING PERIMETER 37 GW 36737 OPTIONAL O.G. DECORATIVE MOULDING 6083 -T5 DOOR PANEL PERIMETER 37A TM -155A OPTIONAL O.G. DECORATIVE MOULDING 6063 -T6 DOOR PANEL PERIMETER .062 .485 �I .332 DECORATIVE MOULDING TM -155A i r .062 3.000 J -1 .750 .625 3.186 --�I DOOR HINGE STILE GW -36935 .500 -°I 1.000 1.000 1.000 .062 I .062 -°i °- SILL ADAPTERS 4.000 O DOOR LEAF STILE GW 36048 2.040 4.753 .625 .075 4.000 ALT. DOOR LEAF STILE LJ TM172 1.750 MULLION TM -054A GLASS STOP GW -31956 .640 .625 .052 3.000 STD. FRAME SILL GW -28615 1.595 1640 .062 .625 -1 1.157 r- 1 2.500 3.000 ALT. FRAME SILL GW -37319 .640 .625 3.000 29 ALT. FRAME SILL TM -184 .500 1 r-- .062 2.595 3.790 .250 1.054 1 31 LOCK STILE REINFORCEMENT TM -075 1 Engr: DR. HJMAYOUN FAR000 STRUCTURES FLA. PE # 16557 C.A.N. 3538 PRODUCT RENEWED as complying with the Florida abiding Code Acceptance Expiration Dot p6e 712 - DiviMaa 0 a 0 U C c 0 v a a .c to 0 v S 8 0 a 0 r 0 -0 oQ B 103.21.08 drawing no. W02 -77 sheet 5 of 6 SEALANTS; FRAME CORNERS AND GLAZING BEAD TO PANEL SEALED WITH WHITE COLORED SEALANT. SEAMS BETWEEN MULLION AND JAMBS SEALED WITH SILICONE. HINGES: 7 -5/8" LONG ALUM BUTT HINGES, AT 11" FROM EACH END AND ONE AT MIDSPAN OF LEAF. LOCKS: OPTION #1 STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 48" FROM BOTTOM CONVENTIONAL LOCKSET WITH KNOB, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 39 -1/2" FROM BOTTOM MANUALLY OPERATED CONCEALED FLASH BOLTS AT TOP & BOTTOM OF EACH LEAF LOCK STILE (4) AT DOUBLE(XX) DOORS, (2) AT SINGLE(X) DOORS OPTION #2 MULTI -POINT LOCK SYSTEM WITH LEVER HANDLE LOCATED AT 34 -1/2" FROM BOTTOM OF ACTIVE LEAF LOCK STILE FASTENED WITH (2) #12 -28 X 2 -1/4" OH MS METAWC STRIKE PLATE AT 34 -1/2" FROM BOTTOM OF INACTIVE LEAF LOCK STILE FASTENED WITH (3) #10 X 1/2" FH SMS MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF INACTIVE LEAF LOCK STILE OPERATORS AT 10 -1/2" & 76 -1/2" FROM BOTTOM FASTENED WITH (2) #8 -32 X 1/2" FH MS (FLUSH BOLTS AT TOP & BOTTOM OF ACTIVE AND INACTIVE LEAFS TO BE ENGAGED DURING PERIODS OF HURRICANE WARNING) FR ly1E TOP CORNER SIDELITE CORNER FRAME BOTTOM CORNER DOOR LEAF CORNER Env- gr)R. HUMAYOU STRUCTURES FIA. PE 0 16557 CAN. 3538 2 4 200B 1 PRODUCT RENEWED asemptying with the Florida Ridding Code AetsoptanceNod`•72321 P2- Expiration Date pat. of20I Z Lateade Okisdon 0 1 0 OTh 0 c 0 E. U N m 8 2 REV. PER BCCO COMMENTS 0 0 m 0 0 0 8 0 scale: 3 /B• . I _o 1 drawing no. W02-77 (sheet 6 of 6