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WS-18-2291
Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit Issue Da Permit NO. WS-8-18-2291 Permit Type: Windows/Shutters Work Classification: Garage Door Permit Status: APPROVED 8/30/2118 Expiration: 02/26/2019 Parcel Number Applicant 101 NE 106 Street Miami Shores, FL 33138- 1121360060330 Block: Lot: SERGIO BARRETO Owner Information Address Phone Cell SERGIO BARRETO 101 NE 106 ST MIAMI SHORES FL 33138-2036 Contractor(s) AMERICAN STORM PROTECTION Phone Cell Phone (305)264-0446 (305)513-0514 Valuation: Total Sq Feet: $ 1,835.00 0 Type of Work: ADDING GARAGE DOOR TO MASTER PERMIT No of Openings: 1 Additional Info: ADDING GARAGE DOOR TO MASTER PERMIT Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Amount $1.20 $2.00 $2.00 $0.40 $110.00 $9.00 $1.60 Total: $126.20 Pay Date Pay Type Amt Paid Amt Due Invoice # WS-8-18-68698 08/30/2018 Credit Card $ 126.20 $ 0.00 Available Inspections: Inspection Type: Final Review Building Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futafermore, I authoriz tt above -named contractor to do the work stated. August 30, 2018 Authorized Signature: O / Applicant / Contractor / Agent Date Building Departs nt Copy August 30, 2018 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-311234 Scheduled Inspection Date: August 31, 2018 Inspector: Naranjo, Ismael Owner: BARRETO, SERGIO Job Address: 101 NE 106 Street Miami Shores, FL 33138- Project: <NONE> Contractor: AMERICAN STORM PROTECTION Permit Number: WS-8-18-2291 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Garage Door Phone Number Parcel Number 1121360060330 Phone: (305)264-0446 Building Department Comments ADDING GARAGE DOOR TO MASTER PERMIT Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. August 30, 2018 For nspections please call: (305)762-4949 Page 14 of 31 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. ►,;�� UILDING ❑ ELECTRIC PLUMBING ❑ MECHANICAL ❑ ROOFING 0.12EVISION ❑PUBLIC WORKS ❑ CHANGE OF CONTRACTOR JOB ADDRESS: 10 1 Nit e ! oG S i —1-L FBC 20 r?� \NIS 1 ('+81 ❑ EXTENSION ❑ RENEWAL ❑ CANCELLATION ❑ SHOP DRAWINGS City: Miami Shores County: Miami Dade Folio/Parcel#: II 2136 — 006— 0 3 3 0 zip: 3�133 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: _ Flood Zone: OWNER: Name (Fee Simple Titleholder): Sc2&i O B A R © Address: 10i .t.S kD1la St-t— City: 1,A1A-lilt s o —e Tenant/Lessee Name: Email: State: V i_ BFE: FFE: Phone#55 33I - 2B cS Phone#: Zip: j CONTRACTOR: Company Name: A-MeRICA L) ST t % ta201e lOiJ Phone#: 305 513-0514 Address: cMy` .® (0 t S`r City: Mt Aim State: L Qualifier Name: Sawa w RaoRl80€Z Phone#: State Certification or Registration #:C.GC. % 5 32.% y Certificate of Competency #: DESIGNER: Architect/Engineer: Address: Value of Work for this Permit: $ I/ '35.t0 Phone#: zip: 3 3 i City: State: Zip: Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: R at I cpirctcjyc, do(,y to ti4CtkW( 1�--e,rmr\- Specify} co/orof color thru the Submittal' Fee$ .= "` '" ""Permit 4Fee $' Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ DBPR $ i it Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's;Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City -- K - 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, 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 o rs sev n (7) da s after the building permit is issued. In the absence of such posted notice/the inspection will not be a s . roved • ' a r- nspe i. fee will be charged. Signature The foregoing instrument was a 3Swledged 11. re me this 21 day of (AS- , 20 o , by Seryl EcArr-C,ib , who is personally known to me or who has produced . inver.S LiecnCt identification and who did take . n oath. NOTARY PUBLIC: Sign: Print: _OG, Seal: as CONTRACTOR The foregoing instrument was acknowledged before me this 1, day of JOnU-l-har'1 jag or who has produced as U.s1 , 20 Ik , by ho.is personally known to identification and who did take n oath. NOTARY PUBLIC: Sign: Print: Seal: *************************************** APPROVED BY w' Plans Examiner Structural Review Zoning Clerk (Revised02/24/2014) Sergio Barreto 101 NE 106th Street Miami Shores, FL 33138 RECEIVED AUG 2 8 2013 SUBJECT TO COMPLIANCE WI fH ALL FEDERAL CnUrsiTY RUI FS AND REGULATIONS FECI • . • • •. •• • •••• • • . • •• •• . .• • .• • . •• • • • . •••• . • •. .• • • • • •. •. •• • • • • • •• • .. . • • • • • • • • • . • •• • • • • •• • • • • • Garage MIAMI-M DE COUNTY MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economv Amarr Garage Doors 165 Carriage Court Winston-Salem, NC 27105 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction alit). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Prqduct Control Sgargrf (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the riglit.tphape this product or material tested for quality assurance purposes. If this product or material fails to perform in tpeGepted nt ►l ,'the ' manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify,.dr suspend the.use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptwe,.if it is doternained . • by Miami -Dade County Product Control Section that this product or material fails to meet It.be, rrcjuirem&itg rethe applicable building code. •. . ' This product is approved as described herein, and has been designed to comply with the Florida BiAliag Code,.. . including the High Velocity Hurricane Zone. _ DESCRIPTION: Model 1200 Heritage & Oak Summit 3000 Insulated Steel Sectioeal Garage Boorlup to 9'-0" Wide with Impact Resistant Windows (DP +57.0, -675 PSF) • APPROVAL DOCUMENT: Drawing No. IRC-1209-189-21-I, titled "Model #1200 Heritage & Oak • • Summit 3000 Short, Long, Flush and Oak Summit Panels", sheets 1 through 4 of 4, dated 05/08/2007, with revision C dated 10/28/2013, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, 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 Limitations: 1. See sheet 3 for Polycarbonate panel glazing, not to exceed 38-1/16" Wide DLO x 10-sis" High DLO. 2. See sheet 3 for Eastman Saflex PVB panel glazing, not to exceed 18-1/8" Wide DLO x 18-5/8" High DLO. LABELING: A permanent label with the manufacturer's name or logo, 3800 Greenway Circle, Lawrence, Kansas, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of apanel. 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 # 15-0517.12 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMWADE COUNTY APPROVED I NOA No. 17-1010.29 Expiration Date: September 6, 2022 (Approval Date: December,28, 2017_ Page 1 . • • . . Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS "Submitted under NOA # 14-0414.10" 1. Drawing No. IRC-1209-189-21-I, titled "Model #1200 Heritage & Oak Summit 3000 Short, Long, Flush and Oak Summit Panels", sheets 1 through 4 of 4, dated 05/08/2007, with revision C dated 10/28/2013, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.E. B. TESTS "Submitted under NOA # 14-0414.10" 1. Addendum to Test Report No. ATLNC 0909.01-13 prepared by American Tee.Lab, Inc., dated 05/20/2014, signed and sealed by David W. Johnson, P.E. • ' • • • •' 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per PBC TAS 202194 •, 2) Large Missile Impact Test per FBC, TAS 201 v4': •• 3) Cyclic Wind Pressure Loading per FBC, TAS 2Q�•-)4 • • • • 4) Tensile Test per ASTM E8 •• • ' 5) Forced Entry Resistance Test per FBC, TAS 20E:94: . • • • • • along with marked -up drawings and installation diagram of 9'x 7'24 ga steel age do& • Model 1200 Heritage 3000, prepared by American Test Lab, Inc 'least epott l''o • • ATLNC 0909.01-13, dated 12/17/2013, signed and sealed by Dayid W. Johris11f1,?.E. • • • Submitted under NOA # 12-0228.03" •' ' ' • 3. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments per ASTM D1654 & ASTM B117, prepared by Architectural Testing, Inc., Test Report #A7420.01-106-18, dtd 04/12/2011, signed & sealed by Joseph A. Reed, P.E. "Submitted under NOA # 12-0228.09" 4. Test report on Forced Entry Test per FBC, TAS 202-94, prepared by American Test Lab, Inc., Test Report # ATLNC 0912.01-11, dated 10/13/2011, signed and sealed by David W. Johnson, P.E. "Submitted under NOA # 07-0706.05" 5. Test report on Large Missile Impact Test per FBC TAS 201, Uniform Static Air Pressure Test per FBC TAS 202 and Cyclic Wind Pressure Test per FBC TAS 203 for a 9' x 7' Sectional Steel Garage Door, prepared by American Test Lab, Inc., Report # ATLNC 0430.01-07, dated 06/06/2007, signed and sealed by David W. Johnson, P.E. 6. Test report on Tensile Test for 3 Samples per ASTM E 8, prepared by Hurricane Engineering & Testing Inc., Test Report # IIETI-07-T707, dated 05/30/2007, signed and sealed by Candido F. Font, P.E. C. CALCULATIONS "Submitted under NOA # 14-0414.10" 1. Anchor calculations prepared by Structural Solutions, P.A., dated 01/24/2014, signed and sealed by Thomas L. Shelmerdine, P.E. "Submitted under NOA # 12-0228.03" 2. Anchor calculations prepared by Structural Solutions, P.A., dated 02/09/2012, signed and sealed by Thomas L. Shelmerdine, P.E. istte-cl E -1 Isbaq 1. Chanda, P.E. Product Control Examiner NOA No. 17-1010.29 Expiration Date: September 6, 2022 Approval Date: December 28, 2017 Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS "Submitted under NOA # 12-0228.03" 1. Test report on Surface Burning Characteristics on the expanded polystyrene UL file # R11812. .... F. STATEMENTS • 1. Statement letter of code conformance to the 5th edition (2014) FBC.dnd of no financial .' interest issued by Structural Solutions, PA., dated 05/08/2017, sign 1•and sealed by Tomas •: • L. Shelmerdine, P.E. • 2. New Evidence submitted. A. DRAWINGS 1. None. B. CALCULATIONS 1. None • . .• . . • .• • • • •. . • • •. •. • . . . • .. . • . • • • • • • . .. . .. • • . . . . . • C. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0410.01 issued to Covestro, LLC for its Malcrolon Polycarbonate Sheets, .approved on 06/08/2017 and expiring on 08/27/2022. 2. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company (MA) former Solutia Inc. for their "Saflex Clear or colored interlayer", expiring on 05/21/21. E. STATEMENTS 1. Statement letter of conformance to FBC 2017 (6th Edition) dated 09/11/17, prepared, signed and sealed by Thomas L. Shelmerdine, P.E. F. OTHER 1. This NOA revises NOA # 17-0517.12, expiring 09/06/22. Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 17-1010.29 Expiration Date: September 6, 2022 Approval Date: December 28, 2017 E -2 • • ••• • • •• •• • • •• • •• • • • • • •• •• •• •• • • • • •• •••• •• • • •• •• • •• • • • • • • •• • • • • • • • • • • • • •. • • 12 6A GALV. CDQIFRCIM. TOP ROLLER O61OET ATTACKI WC* WV x 3/V NEC NEAP =REVS PER IIRARET 0 3 5/1' X Pa GA R TRUSS ATT/CRED V/ 21 VM X 3/4 110 HEAD SCREW PER STILE • ilk MW • • • • 2912 ROLL AEELHULLER V,iP 8 AgiLTN TYPICAL TOP FIXTURESO RTs • Alt 3/• • • • • •' • • • iP •• • • •• • • 146A ATE • CENT. WIRE ATTACHED • 12 c91 14• NDCAE5/W4• 11Ex 41 • •T EARN 1•ES• • • • • • • • • •• • • • ' •• gl'I AL DURASAFE CENTER HINGED /////// t v/////// 1 4. R RTTrx4HEWWAQ SECT m4PILFL lfiWAT10H i ® 6 •i VT Y - I PRODUCT RENEWED as complying with BED Florid• BuBding Ood• Non -No. 11-0517.12 p • 091013/2022 V — EXpitation •y. _ T 81 q� " 1 • 1TSemL- • d Product Control -A ilnDaLCEum" 54 • ow stal.iro-Al Ja/YW' V MAX 1 3/4' wN 5/I4' x 1 5/M LAG SCREW CO PER .AVM 1•AIXE7 m V4-24 x 3/e'10120 SPLICE DOLT AND ran PER JAHR 1RACX2) INSIDE ELEVATION N.T.S _ m z-1/2' x 3-1/2' TOW IDSCKER MATE AT EACH GTTDGEOATE AHD DD HOKE LOCATION 3/1191 X 22 W C1 3/E• R-TRUSD 1444. ROLLER CARRIER ATT ID R-TRUSS W a) 1/4' x 3/ NEC HEAD SCREW POI CARDER • • 2' S :ALL STEEL REELER V/9• STEN AND 40 RRA➢ER USED FOR THREADED SHAFTS PER ROLLER 2' PAW STRUT ATTACHED V/ 0) 1/4' x 3/4' HEX HEAD SCREWS AT EACH END S1ULS, CEHTTR AND OIW 1ACX SXOI XLDVAT RETVLT)H CENSER STILE AND ETD STOLE 2' IS HALL STEEL ROLLER VA" STD( AHD 0> RETAINER USER THREADED SHAFTS PER WRIER YRULIUCSREVLIED 4s am olyi7• ril6 91e:THaid• Asapition 0H PJDdacsO DDM INTERIOR OF GARAGE —+{ MAX. WIDTH 9'0' 3 5.11. 226A R-TRUSE ATTACHED W 40 1/4' x 3/4' HD HEAD SCROD 24 W ND METER SON r/RAN[D G3 FOLDS CR SIMON END HIAGE ATTACHED V/ @> 1/4' HEX HEAD S10E313 a -f12t EXPANDED ?C.TMMINS DISLLATIOI DAS P2i) NSA. 1204-t4TE BILLER CARRIERS ATTA6ER END STILE V/ T4> V4' x 3/4' NIX HEAD SREVS PER CARRLR MOE LICK ENGAGES DIEM VERT1 02 CTy2204IL L121 MR SIDES 5/2' NTH ATUOS Way 2/4' 0 3/49mt HEAD SCKVS NLTYPICAL DURASAFE END HINGE. TYPICAL TOTTEN DRACICETi WT3L Dua+ W+256.6 A/DT'S7 FIT �--�1-{T/ 1 -303.0 LEIS/FT SEE NOTE 2 1102.020 FLEOBLE SEAL FEUD DT NSTALLIR) 10*22 VTR .06Y TRACK MOUNTING DETAIN ILES m OA. GAL V. STEEL END STILE TTAGIED 1.1114 0 K x l-1/4' SCREWS 113 14W DRAS/FE ROLLER CARRIER ATTACHED TO R-TRUA / CD 1/4' x 3/4' MT LEA: SCREWS CORI `6RDUL JM113 02 SIP R SPF (NO. 2 CI BETTER) 1OT1D1 DRKRLT 13 GA ATTACHED Vn4) 1/4' X 3/4' HEX HEAD SCREWS FRO'DUCTREVLSNO AB ODQIRSPI TeND the Florida E I7 Wool& Caod LARGE MISSILE IMPACT RESISTANT SPECIFICATIONS AND NOTE$ 1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTH:AL TRACK. FROM THE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL JAMBS. THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD TRANSFERRED FROM THE 000R. 2. EACH VERTICAL JAMBS RECEIVES MAMMA DESIGN LOADS OF: 4'255.5 LBS/FT & -303.8 LBS/FT 3. DOOR AND HARDWARE WILL BE DESIGNED, MANUFACTURER) AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA. 4. DOOR SEC710t45 SHALL BE 24 GA (.0216) Mkt. EXTERIOR SKIN ROLLED FORMED, W/ BAKED ON POLYESTER FINISH 5, DOORS L'PIO 7'0' HUGS CONSIST OF (4) SECTIONS AS SHOWN. USE (1) 3 5/8' R-TRUSS PER SECTION AND (1) 2' 20GA STRUT ON THE BOTTOM SECTION 6. DOORS OVER (4) SECTIONS REFER TO TABU 1 AND 2 ON PAGE 3 7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGISTRED PROFESSIONAL ENGINEER FOR WIND LOADS ITERATE) ON THIS DRAWING IN ADDITION TO OTHER LOADINGS. a THIS APPROVAL REQUIRES THE MANUFACTURER TO DO TESTING CF ALL COLS USED TO FABRICATE DOOR PANELS UNDER PD5 NOTICE OF ACCEPTANCE. A MINIMUM OF 2 SPECIMENS SHALL BE CUT FROM EACH COIL AND TENSILE TESTED ACCORDING TO ASTIR E-8 BY A DADE COUNTY APPROVED LAB SELECTED AND PAD) BY THE MANUFACTURER. EVERY 3 MONTHS. 4 TIMES A YEAR, THE MANUFACTURER SHALL MAIL TO THIS OFFICE: A COPY OF THE TEST REPORTS WITH CONFIRMATION THAT THE SPECIMENS WERE SELECTED FROM COILS AT THE MANUFACTURER PRODUCTION FACIIJTIES. AND A NOTARIZED STATEMENT FROM THE MANUFACTURER THAT ONLY COILS WITH YIELD STRENGTH OF 34,1300 PSI OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR DADE COUNTY UNDER THIS NOTICE OF ACCEPTANCE. 12 EA CONOCTAL cram ATTACHES VKO V41 x 3/4' RID RCN SCREWS AT EACH D CH D STILE ADA AIDE /RACKET ATTALIED V/42> 1/4' x 1/2' DOLT mu NUS TOP SECTION 33/B'R X st GA CO MD GALV. STEEL R-TRUSS TACO OH TOP MOIRE V/ 0 1/4' x :/V HES HEAD SCREWS AT EACH SORE. MID 0 IN UDC Ent 4mVAY 1ETVE31 CORER ADD OM STILE CFISE FC- DiNIATTA202I ON 1 LB DENSITY R'573. UKLT f4 M tRWE CD PER SECTIR 5 SASH X 22 W OS 2512 iota. VOL 11-1 RR3 A1T.2OU V/ Of 144'x3/4' 410 HEJ15 SCREWS AT 2101 DD IDLE. 0 Al THE mat AID 0 Di HACK 0011MVAT 0TVmI HIH6E An DO SIRE m2• 211 GA m1CH/ S1RUTIN 310TDE SECT101 0n tOTK ERVVS 102701 !RACKET ATTACHED 40 1/4' x w4' NEC LEAD SCREW ERfaTuma 1611 A (SIDE VIEW) Rl DSf0D®DF•]M30 IE09D Mt1 BINNEDA10 SD Axe 9A23 C OS O(E 111103 ,VqN BY CST RR 9R Slif DE9CS1 LOADS ' +67.0 REF -f7d PSF URGE EDSSRF IMPA00021CANCI IW CAROADE CART VROD1-S1I11. Nb 2723 wy.atu t0t1C MODEL #1200 HERITAGE 3000 MODEL #1200 OAK SUMMIT 3000 SORT, TANG, FLUSH & 0AE SLIGHT PANE B IRC-1209-1a9-21-I II SSE cess 024111 19H arum 93 ONE DG,AE/W DAEIIMITAs ATE 1 (f 4 • ••• • • • ••• • •• • • •• • •• •• • • • •• •• •• •• • • • •• • •• •••• •• • •• • •• •• • • •• • • • • • • • •• • • • • • • • • • • • • • • •• • • • •• •• •• •• •• •• • • • • •• • • • • •• •• • • •• •• •• •• • •• •• •• • • sr • • • • • • • • • • •• • • • •• • • • •• • .• • • • • • • •• • • • • • • • • •• • 14 GA, FLAG BRACKET ATTACHED .TU WOOD JAMB V/ (3) 5/16 DIA. X 1-5/8' LAG BOLTS ABM TE TRACK W/ (4) V4'-21 x 5/8 TRACK SPLICE BOLTS AND NUTS j/. THRtoom SPLICE TRACKS AT THIS LOCATION /(�1/4'-20 TRACK SPIKE BOLTS & HUTS SE 11D JAM8 PATH (3) 5/48' DIA. % 1-5/6' LAG BCE.T3 (1) 5/16' DIA. x 1-6/6' LAB BOLT ATTACHED TO JAMB AT EA. JALIB BRACKET 12 GA. GA�LlV. SSTEEL JoUtO BRA ATTACHED W/ (1) 1/4'-2D x 5/8' TRACK SPUCE BOLT & NUT SEE CTABLE 2) ON PAGE 4 FOR JAN4.9 BRACKET SPACING TRACK CONFIGURATION FOR 6'6' UP TO 14' TAU. DOORS P RODUC f REVISSO as pmpl4h& •NY Me FindW faidding Cent AiwpnaeeN• I-AsIU•L`j PRODUCT RENEWED es complying with the Florida Building Code Nan No 17-0517.12 Expiration Djb09/D612022 By M1 mWad• Product Control WOOD JAMB ATTACHMENT TO STRUCTURE C X 6 VERTICAL JAMB ATTACHMAITT TTI WOOD FRAME sTRUCTURF 5/16' X 3' LAG SCREWS STARTING. 6' FROH FIBS THEN 18' 0.C. (I V2' E4BED1ENi) MA VWARMJAM3 ATTACIO4NT 7R RAM PSI 412612F7F U KV]K BOLT 3/8' X 4' STARTING 6' FROM ENDS THEN 24. O.C. (2 1/2 E1RE➢MEHT) HTLTI. SLEEVE ANCHOR 3/9' X 2-3/4' STARTING 6' FR®4 ENDS THEN 16. TC, O I/4' EASEMENT) ITV/RAMSET REDHEAD RRU-MT) SIB' X 4' STARTING 6' FROM ONS THEN 24' D.C. G' V2' EMBEDMENT) P X 6 VERTICAL JANI ATTA1)4M'M TO HOLLOW C-90 RUE< S5HPSOM 1/4' X 3' TITEN SCREWS STARTING 6 FROM ENDS, USE PAIRS OF FASTENERS (3' APART) AT 8' OE, O 1/2' MOMENT) HILTI 1/4' X 2-3/4' KVIK-CON II. SCREWS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS 3 3'' LAPARTT)F C ) AT B' OT1//4'' r-96_BLEICK Moo psi 633m) FpFJOIIEIVIENT) rAITED H1LT1 SLECCV£ ANCHOR 9' XXRR-N3//4' STARTING 6' FROM Elms THEN 20' 6C C 1/4' EMBEDMENT) DR, USE FASTENERS FOR HOLLOW C-90 BLOCK) HEARS AND BOLTS CAN BE C4WTER31B1C TO PROVIDE A FLUSH )BAITING =FACE, • APREPARATION OF WTI .AHNS BY LONERS C@CRE7E STRUCTURE STRUCTURE BK HELLOYBLOC I/O' Hill \ 2-3/4' 1-112' L.W. JAMB MIN 3'HIN GROUTED STRUCTURES 4' AVM -MILE TRACK OWe0URAT1e15 AL& 29 3ESIP O DIIENFGU DOT VI A ROUT RN2 IPA ay B 02615 TBRC TD 12Nt1 RR C MUD GUM (P3➢S MVO i8 R'x14, - li •, ,.....,. €" DESIGN (WADS 18,,,..1 ' - ° f3 +67-o PSF -d iN•a -67.5 PSF i ii 9 OF I i LARGE LBSBILE 11 4 •• 3 RESISTANCE r ....... is W 1A•CA12 COAT Vgtiel-s60A. RI. E7N5 IVJMAWLN MODEL #1200 HERITAGE 3000 MODEL #1200 OAR SUMMIT 3000 SHORT, LONG, FLUSH & OAK SUMMIT PANELS SW BMW BO 0246 04f10/7T IBM MU B wort 91 05/0yoi Pit-1209-189-2H 4H1 1 O 4 • . ••. • . • .•• •. .. . • D • •• •• • • • • • • • • • •• • • • •• • . •• • .•• •• . •• • . •• •• • . •• • • • .• • • • • • • ••• • • • . • • . • •• .• . • . •.• . . • • •• •. •• • • . .••• .• .•• TOP SECTION V • NAIOELDN PO.YCARI INTE NANLFACTURER ST MATER ASS 606M EATMIDED ALLDDH014 ➢PACT EXTERIOR FRAME t Oifl PAPPL ID A7FD V'H'TDTN R-7 ICE AND STM F 1 AYTUT SUMMONS SR-19 S TRUCT(QAL ARP= N•w withWan calk OAR motoketew 1 ia,70 / F.EiIrMi. Mote CIO SR X 1• PHILLIPS HEAD SFEETIETAL SCREWS OSE1 TO FASTEN THE ALIEDNUN IN11FICiR FRANK TO THE ALUIORN EVERTOR FRAME 1/8' X 1/11' C9 ThMIS 000743 HOT HID-1 SEALANT MIIEFACIURED EY ROETOC SECTION D-B IMPACT WINDOW DETAIL F.1LV STEEL INTERIOR DIPACT VOODV TRADE GALV STEEL EXTERIOR ➢PACT WINDOV TRADE VAS' /ITEO4 I ASS 3/16' OVERALL LAP CLEAR AIPLILED CLASS ASP CASTI4AN PVM DQERLATCR 1/1' CLEAR AIDSAIED MAST )LLW9'ACODtED Rr QIA&LOAN ICTi6OED RPVC INTERIOR IECDRATIVE WINmV PRATE I. 3/16• X 1/2' SCREW - USED TO ypOO FASTEN TEEELL D VD FRA1Ef FRAM TO O/64• X I/2' SEREV - USED TO fASTE4 DEMPAIIVE PLASTIC RELIED VDHDOV MRAE TO TIE ASSEMBLY 3 5/D' 26A R-TENS ATTACHES V/ (D LC x 3/4' HE( NEAR SCREWS AT EACH CENTER ETRE PRODUCT RENEWED HAs complyh.g with the fiolida BuNdfig Code NOA-Ro. 17-051T.12 E.p6.tlo• te09/0612022 Sty 671 •'^- Product Control SECTION LLC IMPACT WINDOW DETAIL R-TRILLS SPACER (4G MUPAFAFE CENTER NROE ATTACHES V/ (4) 1/4' x 3/4' ND NMEI SC7CQVE PROOOCT=VI= � M•LAIM1 1!e 0.7DHiSHH AOOipt>•.,* ' . A IttfTr; Plodud CA.Pd MOM= REVISED el complying w ith *, Flcrih Aaxivarge No 2 RP A il9DP111 Cr 106214 USIA an IP9AD0 g RE SB AIOD HEW IPDIS D' x 14' DESUD4 LOADS +57.0 P5F -U7.6 PSF LARGE 10.55NE MOP ACT RESISTANCE 8EE RAN ' lAD CwVRAa COURT VOET8440LUt NC 27005 VVVJNAAR2221 MODEL #1200 HERITAGE 800D MODEL #1200 OAK SUMMIT 3000 SHORT, LONG. FLUSH & 0.X SOM2fT PANELS 56 B RUN 01 NO OE NMI MECUM 9O DME 05I3391 MUWY NNHR 9;o-12O9-l89-21-1 TABLE 1 • • • ..• • • . ••• •. •• • • • •• •• • • • . • • • • . . •. • . • . ••• •• •• •• • . • •. • • •• • • . •.• . •. • . • • • • • • . • •• • • • . . • • • • • • • • . • • • • • •• • • .. • . •• •. . • •• •• • • . • •• • • • •• • • • • TABLE 2 DOOR HE,,I{{G,/H�qTT�. SECTION HeIGHTS BB�imp #3 #4 #5 #15 � 1'i8 . 'f.tr a"1 f+:. A p#2 *,11 MN, # :itifi' 1 " X . • 14 Ivo 13' 8" 21" 21" 21" 21" 21" 18"0 1s 12' 8" 21" 18" 18' 18" 18" 18" 18" 21" 11' 6" 21" 21" 21" 18" 18" 18" '21" .63 rW g2,1 / AO •Preg AMan ti8'1 lZE' 10'6 21" 21" 21" 21" 21' 21' ott a4t4 41:8V- 1$ yV 9'6" 21" 18" 18" 18° 18" 21" 8' 8" 21" 21" 21" • 18° 21" . ?R4+ $V $C8* F[8X' :11 7' 8" 18" 18" •18" 18' 18" 8' 8" 21" 18" 18" 21' • •• •• • • • • • • • •• • •• • • • • • • • • •• DOOR 1611T TRACK ATTACHMENT SPI x P A B C E F G H I_ J K LMN S Ora lat. :04 gr4- �y0 T • 3" 14" 27" 38" 46' 56' 88° 76" pAt1.21V1 al 8' 3" 14°° 27" ' 3�8" 46' 56° 68" 78" 88' ��$p N y]R�; p' .�n{�.. pp.r//��`` 9' 3" 14' 27- 38" 46" 56" 68" 78" 88" 100' 10' 3" 14' 27" 38" 46' 56" 68' 78' 88" 100" 112 MI= r all WEL Mg ' .', ;iOQQ ;, , 11' 3" .14" 27" 38" 48" 58" 68' 78" 88" 100" 110° 124" filitgfr-4 .Mg r zat tm 1g+t Sam l,?.Gz *two • 1y4,"q 2.7""¢ 38" 48" 788's 88" 100" WCWAf�'h `:. 13y8"" .��1yy2�''ee}}+�c ftaV �3�" � 1,_ 1'�...7 i v 11.01 �5c8" 4 �68"Ay inn t An- :'.1.w: 71�1,0.° �t1+ C4 „1,222" 2f-Kr i 4 .. 13' 3" 14° 27' 38" 56' 68" 78" 88" 100' 114" 122" 134 148" a .f.41a >6,it.`.V �4�8',' toy %.a r . :' `. R $1a 14' 3' 14 2T 38". 48' 56" 68" 78' 88" 100° 114 122' in 146" ' 160° ALL MACK ATTACHMENT SPACING +/-2" ALLOWED WITH SYP OR SPF NO. 2 OR SETTER ONLY /0ODUC f RiUUSD r comply1K with die ilorW. iseding Cede AeorpOace ItOintle• Da PRODUCT RENEWED Bsll� with M. Florida ode NQA-No. 17-0517.12 Expiration09/06/2022 By Ml / "gtProdu M -dafo Product Control FRmAa t 2v14D .taotgtyice •i1►t4oild6o Weals Cada Aeeryefa• PRODuctaev.,5D Trk4 de Ytoti4A Awaits* Ma PLY OG Mt tfRF89 SAE Tt A EBBWGE5 IPM tli e WOAD Xi DC Dl W1M et c moo OSIC CPECO • R/11/0 eR 8 x14' DESIGN LOADS +57A PSf -87.5 PSI - LAKE iMPA IifS1STNlCE ,i„ 165 CM1WE Ccat VRSTO FS/LEN. xa. e7IOl V WhnNRRCON MODEL #1200 HERITAGE 3000 MODEL #1,200 OAK SUMMIT 3000 SBORT, LONG. FLUSH & Ol] SUMMIT PANELS 8 fRAE II R8 WE WSW MED eY 56 PAR0 SOS Mat 0lC-1209-I39-21-1 9H14ff 4 AtCEIVED • nuu t) v i.0 w WIND LOAD TABLE FOR COMPONENTS AND CLADDING CLIENT:ktrrir tvrrn ADDRESS. It 1 NE 10(01h Sirt-e-t PROJECT: SCV-(11 -.rrt-t-c.) EXPOSURE " C " City WIND VELOCITY = 175 MPH tA;CA h t S03 re S t ??)3i 38 I State ZIP ROOF SLOPE > 10 0 A d 0 N O 0 CC I to 0 L In flf to ate. O. sit 0 Roof Elev. _.(ft) 15 17 Tributary Area (Sq. Ft) 10 40.1 43.5 41:0 44.5 15 39 42.4 40.0 43.4 20 38.3 41.7 39.2 42.7 25 37.7 4L1 38.6 .42.1 30 37.2 40.6 38.1 41.6 35 36,8 40.2 37.7 41.2 40 36.5 39.9 37.4 40.8 45 36.2 39,6 37.0 40.5 50 35.9 39.3 36.8 40.2 20 22 25 42.5 41.3' 40.6 39.9 39.4 39.0 38.6 38.3 38.0 46.1 43.4 47.1 44.8 44.9 42.3 45.9 43.6 44.2 41.5 45.1 42.8 43.5 40.8 44.5,. 42.2 43.0 40.3 44.0 41.6 42.6 39.9 43.6. 41.2 - 42.2 39.5 43.2 40.8 4L9 39.2 42.8. 40.4 41.6 38.9 42.5 40.1 48.6 47.4 46.6 46.0 45.4 45.0 44.6 44.2 43.9 28 30 35 45.8 '44.6 43.7 43.0 42.5 42.0 41.6 41.3 41.0 49.6 46.2 50.2 47.7 48.4 45.0 48.9 46.4 47.6 44.2 48.1 45.5 46.9 43.5 47.4 44.8 46.4 42.9 46.9 44.3 45.9 42.5 46.4 43.8 45.5 42.1 46.0 43.4 45.2 41.7 45.6 43.0 44.9 41.4 45.3 42.7 51.7 50.4 49.5 48.9 48.3 47.8 47.4 47.0 46.7 40 45 50 55 60 49.1 53.2 50.5 54.8 51.4 55.8 52.8 57.3 53.8 58.3 47.8 51.9 49.2 53.4 50.1 54.4 51.5 55.9 52.4 56.9 46.9 51.0 48.2 52.5 49.1 53.5 50.5 54.9 51.4 55.9 46.1 50.3 47.5 51.8 48.4 52.7 49.7 54.2 50.6 55.1 45.6 49.7 46.9 51.2 47.8 52.1 49.1 53.6 49.9 54.5 GENERAL NOTES 45:1 49.2 46.4 50.6 47.2 51,6 48.5 53.0 '49.4 54.0 44.7 48.8 45.9 50.2 46.8 51.2 48.1 52.6 48.9 53.5 44.3 48.4, 45.5 49.8 46:4T 50.8 477 52.2 48.5 53.1 43.9 48.1 45.2 49.5 46.0 50.4 47.3 51.8 48.2 52.7 0 at A a 0 H O 0 re V) 0. i w) N V! L 0. Ln 8) C N Roof Elev. (ft) Tributary Area (Sq. Ft) 10 15 20 30 35 40 45 50 15 40.1 53.7 39 51.6 38.3 50.1 37.7 48.9 37.2 48.0 36.8 47.2 36.5 46.5 36.2 45.9 35.9 45.3 17 41.0 40.0 39.2 38:6 38.1 37.7 37.4 37.0 36.8 55.0 52.8 51.3 50.1. 49.1 48.3 47.6 46.9 46.4 20 42.5 4L3 40.6 39.9 39.4 39.0 38.6 38.3 38.0 56.9 54.6 53.0 51.8 50.8 49.9 49.2 48.6 48.0 22 43.4 58.1 42.3 55.8 41.5 54.2 40.8 53.0 40.3 51.9 39.9 51.1 39.5 50.3 39.2 49.6 38.9 49.0 25 44.8 43.6 42.8 42.2 41.6 AL 40.8 40.4 40.1 60.0 57.7 56.0 54.7 53.6 52.7 51.9 51.3 50.6 28 45.8 61.3 44.6 58.9 43.7 57.2 43.0 55.8 42.5 54.7 42.0 53.8 41.6 43.0 41.3 52.3 41.0 51.7 30 46.2 61.9 45.0 59.5 44.2 57.7 43.5 56.4 42.9 55.3 42.5 54.4 42.1 43.6 41.7 52.9 41.4 52.2 35 47.7 46.4 45.5 44.8 44.3 43.8 43.4 43.0 42.7 63.8 6L3 59.5 58.1 57.0 56.1 55.2 54.5 53.8 40 49.1 47.8 46.9 46.1 45.6 45.1 44.7 44.3 43.9 65.7 63.1 5L3 59.9 58.7 57.7 56.9 56.1 55.4 45 50.5 49.2 48.2 67.6 64.9 63.0 47.5 61.6` 46.9 46.4 45.9 45.5 45.2 60.4 59.4 58.5 57.7 47.0 50 51.4 50.1 49.1 R48.4 47.8 47.2- 46.8 46.4 46.0 68.9 66.2 64.2 62.7 61.5 605 59.6 58.8 58.1 55 52.8 51:5 50.5 49.7 49.1 48.5 48.1 47.7 47.3 70.8 68.0 66.0 645 63.2 62.2 51.2 60.4 59.7 60 53.8 72.0 52.4 69.2 1. TABLES VAUD ONLY FOR BUILDINGS OF MEAN ROOF HEIGHT 60 FT. OR LESS. 2. ROQP „ab(ATION "H", IS DETERMINED • • BY U61N0► FIGURE* 1 A6 REFERENCE. • 5. IDEW11 JPNE OF'COMPONENT PER FIGURE 1. • • • • • • • • • • 4. POSITIVE AND NEGoiOIPVE' LOADS ARE TAKEN AT MEAN ROOF 41EAIGHT AND #PPbY TO ALL FLOORS. TABLMIOVE SHO*1 MINIMUM DESIGN LOAD FOR SHOWN •BUILDING •HBOli. IN END ZONE. THIS DOCUMENT IS NOT VAUD WITHOUT THE EMBOSSED SEAL • OF AM ENGINEER i.OtED BY AL-FAROOQ CORPORATION. NO•PQI;TON OF 'jHIS•QOCUMENT MAY BE USED OR REPRODUCED IN ANY MANNER, EXCEPT•FOR T E PORTION OF ASCE 7-10 SET FORTH HEREIN. 8. ALE J-QApt ARE CALCULATED AS PER ASCE 7-10 AND LATEST FBC 2017 STANDARDS • � • •••s. • •••• • • •••• • 7. date 10-02-13 drawn by. M.F. chocked by. H.M. DWG NO. 1 SHEET 1 OF 1 REVISIONS: no date by description �'` AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT --4:: 9360 Sunset Dr. Sulte TEL. (305) 264-8100 1L_ 220 MIAMI, FL 33173 FAX. (305) 262-6978 5L4 67.2 50.6 65.6 FIGURE 1 49.9 64.3 49.4 63.3 48.9 62.3 48.5 61.5 48.2 60.8 D=10% OF LEAST HORIZONTAL DIMENSION ELEVATION "H" FOR SLOPED ROOFS IS THE MEAN ROOF HEIGHT. 4'EA. ZONE 4= ZONE 5 018 JAVAD AHMAD FLA P.E. 1 70592; ® CAN. 3538