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WS-15-1544 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-237779 Permit Number: WS-6-15-1544 Scheduled Inspection Date: July 14, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: CADILLA,ARTURO Work Classification: Window/Door Replacement Job Address:841 NE 95 Street Miami Shores, FL Phone Number Parcel Number 1132060142940 Project: <NONE> Contractor: SECURE WINDOWS & DOORS Phone: 305-513-0705 Building Department Comments WINDOWS AND DOORS REPLACEMENT(14 OPENINGS Infractio Passed Comments IN TOTAL) INSPECTOR COMMENTS False TO CLOSE PERM IT#WS1 4-1322 Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-237415. Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. July 13, 2015 For Inspections please call: (305)762-4949 Page 25 of 41 . ALM ROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT Client: SECURE WINDOWS &DOORS Date: Jul 7,2015 Project Name: CADILLA RESIDENCE Engineered By:C.M/J Project Number: AFC#15-0891 7 Project Address: 841 N.W. 95 STREET MIAMI SHORES FLORIDA 33138 city State ZIP Building Height: Roof Slope: ❑ Slope ❑ Flat Design Criteria: i, Florida Building Code 2010 ii,Wind Loads are provided by the EOR. Notes: -Any deviations from conditions shown on calculations or drawings shall be engineered separately. -Al-Farooq Corporation will not provide a letter of compliance/inspection report unless called during installation. -Shop drawings are checked for structural requirements only. Disclaimer: - This document is not valid without the embossed seal ofan engineer L a I'; 2015 employed by AI-Farooq Corporation. -No portion of this document may be used or reproduced in any manner. JAVAD AHMAD,P.E. FL#70592 EB C.A.N.#3538 1235 SW 871h Avenue I Miami,FL 33174 1 T:305.264.8100 1 F:305.262.6978 1 YvAiL.afceug com I alfaroor afcen.g com Approved Wind Pressure = +80.0 PSF, —80.0 PSF (Table 1, "A"5/116") Site Specific Pressure = +40.1 PSF, —43.5 PSF +80.0 > +40.1, -80.0 >-43.5 2" buck L PGT Series FD-101 Outswing Alum. Fr. Dr. w/Sidelites-Imp, 33 1/2" x 80 5/8" door. F FCT Z Dade County Product Approval # 12-0516.02 Expires 10/18/2017 Approved Wind Pressure = +75.0 PSF, —75.0 PSF (Min. Glass "A"-Table 1 "X") Site Specific Pressure = +38.7 PSF, —42.1 PSF +75.0 > +38.7, -75.0 > -42.1 M PGT Series FD-101 OutswingAlum. Fr. Dr. w/Sidelites-Imp, 72" x 80" door. Dade County Product Approval # 12-1516.02 Expires 10/18/2017 Approved Wind Pressure = +75.0 PSF, —75.0 PSF (Min. Glass"A"-Table 1 "XO") Site Specific Pressure = +38.3 PSF, —50.1 PSF +75.0> +38.3, -75.0 y 0 ® 2 /ATI O N END ZONE 4.4 FEET O EGRESS �� © KITCHEN AMILY ( 4 ► ROO BEDROOM '� f/ AL-FAROOQ CORPORATION CLIENT: PROJECT: ENGINEERS & PRODUCT DEVELOPMENT ®. 1235 S.W. AVE TEL. (305) 264-610 SECURE WINDOWS CADILLA RESIDENCE MIAMI, FLORIDA 33174 FAX. (305) 262-697 07-07-15 BY: C.M. AFC 15-0891 - -�L 6" D �7v 734 11 1/2"min. v D D ' v p v " 34" 21j tV 16" 0 1/4"0 X 3-1/4"ELCO ULTRACON 3' _ WITH 2-1/2"MIN CONCRETE E.D., N @ 12"O.C.8 6"FROM ENDS AND li CLUSTER OF(4)ANCHORS @ 4" O.C.@ MEETING STYLE L 2X4 WOOD BUCK < 20 z X NOA 12-0516.02 �wc < ANCHOR AS PER NOA I' I 1 ELEVATION A DETAIL SCALE:1/2"=1'-0" _ SCALE:6"=V-0" WIND LOADS = 50.1 PSF(AS PER E.O.R.) ANCHOR AREA= 1188 IN12 =8.25 FTA2 R=413.3 LBS @ MEETING STYLE SHEAR PER ANCHOR=S= R/4= 103.3 LBS TENSION PER ANCHOR= (R`2"/1.875")/4= 110.2 LBS 1/4" ELCO ULTRACON WITH 2-1/2"MIN. CONC E.D., 1-3/4" MIN. EMB, &4"SPACING Sa=445 LBS Ta =475 LBS COMBINED STRESSES: Engr: JAVAD AHMAD (T/Ta )+ (S/Sa ) <_ 1 CIVIL (110.2/475)+(103.3/445)= .2759<1 //OK TO USE FLA. PE 70592 C.A.N. 538 .j u 5/16"P ULTRACON P4�3/16"0 ULTRACON ALLOWABLE LOAD CAPACITIES: ALLOWABLE LOAD CAPACITIES: - - _ _SPA_CINGO1EDGE DISTANCE SPACING TENSION SHEAR EDGE DISTANCE NUMBER OF EMBEDMENT•• TE`SBION SHEAR Q O• NCHES ; INCHES NUMBEROF EMBEDMENT DIAMETERS ( ) (LB) q• DIAMETERS (LB) (LB) -- i-7AY' 6d 2' 205 120 ••S, `O �An+•`•`• ai 8 1-118" 6d 1 314 270 120 1-11a" 3314" 12d 2-- 290._ _-120 2-1/4" 12d 1 3/4 270 5" 16d 1._.— 180 215 ,,'rye U`•� __155 _ 13/4' 525 330__ ry 3" 16d _1 3/8 _ 185 195___ V. 205 375 W W _..- 3,515P.S.1. 2-3118" 5" 18d - - - - Z� ;S % ONC P.S.I. _ _ 3-9H8" 19d 1314 270 - -195 CONCRETE't -- _ _. __ _ _ 1-3/4' 800 785 __ a UU YZI€d CONCRETE' 1-1I8 Bd 1-314• _-- 315 175 1 7/8" Bd 2 — 900 120-- 3 20 m 3 - . Z 2.1/4" 12d 1-314" 315 _175_ �3-314" 12d 2 455 710_ ._. -_... _ .503 2 pp 2-12" P 110 155 _._ 3-1/8" -___- 1 ___...._210 450 _ W N 3" 1Bd _ .. 3P 1-3/8" 185 185 5" 16d 1-314" 860 850 -. _—.. K g� 3-8118" 19d 1-314" 315 195 2" 835 850 p GROUT FILLED 3-9/16" 16d 1-314" 175 __135 GRWT FILLED 1- b W 4 BLOCK 2-12" - - _ ___3-M 230 370 BLOCK 2-112" 5" 16d - -- 4-112" 24d 2.114" 220 195 2-1/4" 290 375 < 1" 6" 32d 1-114" 4 1-9/16" 6" 20d 130 140 — BO 105 - 8d i _ 6d .. HOLLOW BLOCK --- __ 85 75 _ H LLOW BLOCK 130 175 - _-_.__—-- __-. 1-114" - —_ 2-12" 2-1/4" 12d -85 115 _ 3.1/8" 3-314" 12d 140- 175 85 115 6" 20d 225 290 NOTE: NOTE' *ULTRACON ALLOWABLE LOAD CAPACITIES LISTED HEREIN ARE NOT VALID FOR "ULTRACON ALLOWABLE LOAD CAPACITIES LISTED HEREIN ARE NOT VALID FOR CRACKED CONCRETE SUBSTRATES. CRACKED CONCRETE SUBSTRATES. O b }EMBOEDMENT DEPTH INTO 2,846 PSI CONCRETE,WITH THE WOOD BUCK U z ., $ LOCATED BETWEEN THE CONCRETE AND THE SIDE MEMBER. Lazuli $ •"EMBEDMENT VALUE LISTED HEREIN CONSIDERS FULL EMBEDMENT TO CONCRETE,GROUT FILLED BLOC1 S 333 1/4"0 U LTRACO N HOLLOW BLOCK.EMBEDMENT DEPTH DOES NOT INCLUDE THE THICKNESS OF ANY K OR WOOD BUCKS. 8 ALLOWABLE LOAD CAPACITIES: ULTRA_CON HEAD W Z s Z :INCHES j4- GDIMENSIONS: DRILL BIT SCHEDULE:EDGE DISTANCEUMBER OF EMBEDMENT•• TENSION SHEAR SCREW-ADIAMENCHOR IAMETERS (LB) (LB) IIEAD STYLE HEAD DIAMETER DRILL BIT � 3/16"PFM 0.363' 3/I6" i$:"DIAMETER ELCO ULTRACON BIT 8d 1-314" 345 12012d i-314' 345 170 3/Ib"PPH 0.365" 1/4" 3(6"DIAMETER ELCO ULTRACON BIT 1 150 155 1/4"PFH 0.480" 51 " "DIAMETER ELCO ULTRACON BITl6d _ -13/8" 290 _225 1/4"TRIMFIT 0.414" 2,846 P,S 1 _ — 1. INSTALLATION SHALL BE MADE IN ACCORDANCE WITH THE 1.9/4 460 _225 5/16"PFH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS AND CONCRETE' ---- - 0.543" 1.12" 8d 1-314 _455 315 THIS MIAMI-DADE COUNTY,FLORIDA P.E.R.A.NOTICE OF b $ 3" 12d 1-3/4 ---485 _390 5/16'LDFH 0.695" ACCEPTANCE. - S 2-112' 1' _ 200 285 5/16"TRIMFIT 0.414" 2. DRILL HOLES AT LEAST K"DEEPER THAN ULTRACON EMBEDMENT. qq aaqq 4❑" 16d -- 3, CLEAN HOLES OR DEBRIS AND DUST BEFORE INSTALLATION OF >�Tr!d R G ANCHOR. 1-314" 475 1 445 4. ANCHORS SHALL NOT BE INSTALLED BEFORE THE CONCRETE HAS 2,730P.8.1 HEX WASHER HEAD DEVELOPED ITSDES[GNSTRENGTH, CONCRETE't 2-12" 4" 18d 1.314" 315 S. ANCHORS SHALL NOT BE INSTALLED IN CRACKED CONCRETE 4 HWH DI ENSIONS: SUBSTRATES,AS DEFINED IN ACI 355.2. GROUT FILLED 4" 16d 1-314" 230 250 -- - BLOCK 2-12" '---- HEAD STYLE ACROSS FLAT WASHER DIAMETER y g I$ n 4.12" i8d 2.1/4" 410 250 I df R T. 6" 24d 140 140 3/16"HWH ' 1/4" 0.355" HOLLOW BLOCK6d 1-114" 140 100 1/4"HFH 5/16" 0.625" 2-12" 3"_ 12d - 140 _ 150 1/4"HWH 5/16" 0.415" 8" _ 24d 140 295 1/4"300 SS CAP HWH 5/16^ 0.580' PROa>CTItSMWEp 11-ECP-0001 NOTE: r complying whh We Plo ddc reALcl - 04 •ULTRACON ALLOWABLE LOAD CAPACITIES LISTED HEREIN ARE NOT VALID FOR 5/16"HWH 5/16^ o.5a3" N� PMD!/CN1P7[ON: CRACKED CONCRETE SUBSTRATES,AS DEFINED IN ACI 355.2. 5/16^HFH 5/16" 0.585" � b- N t EMBEDMENT DEPTH INTO 2,846 PSI CONCRETE,WITH THE WOOD BUCK LOCATED BETWEEN THE CONCRETE AND THE SIDE MEMBER. By C1me -73 •'EMBEDMENT VALUELISTEDNT DEPTH DOES NOT IHEREIN CONSIDERS FULL EMBEDMENT TO CONCRETE,GROUT FILLED BLOCK OR S HOLLOW BLOCK.EMBEDMENCLUDE THE THICKNESS OF ANY WOOD BUCKS. V ILI Pelf. �I-6-� -1544 `SNoaEs i, Miami Shores Village '10d w ihuftem, 10050 N.E.2nd Avenue NE o6 planer . Miami Shores,FL 33138-0000 Phone: (305)795 2204 FLOA�Dp .. 3 a- uuY�z 3 ti ^ xpir E at'on: 12/2012Q15 Project Address Parcel Number Applicant 841 NE 95 Street � 1132060142940 Miami Shores, FL Block: Lot: ARTURO CADILLA Owner Information Address Phone Cell ARTURO CADILLA 841 NE 95 Street MIAMI SHORES FL 33318- 841 NE 95 Street MIAMI SHORES FL 33318- Contractor(s) Phone Cell Phone Valuation: $ 5,050.00 , SECURE WINDOWS&DOORS 305-513-0705 _... Total Sq Feet: 352 Type of Work:WINDOWS AND DOORS REPLACEMENT(14 O Available Inspections: No of Openings: 14 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due JAnPay Date Pay Type Amt Paid Amt Due CCF Invoice# WS-6-15-56066 DBPR Fee 06/23/2015 Check#:20577 $265.80 $0.00 DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above-narryed contractor to do the work stated. June 23, 2015 Authorized Signature:Owner / Applicant / tractor / Agent Date Building Department Copy June 23,2015 1 Miami Shores Village -. - � * Building Department JUN 10050 aN.E.2nd Avenue,Miami Shores, Florida 33?38 I B_ Tel:(305)795-7.204 Fax:(305)756-8977 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 (C) BUILDING Master Permit No. WSIS - 1s9 PERMIT APPLICATION Sub Permit No, BUI;DING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ZEXTENSION RENEWAL []PLUMBING MECHANICAL (PUBLIC WORKS ❑ CHANGE OF CANCELLATION SHOP CONTRACTOR DRAWINGS JOB ADDRESS: `j -A� City: ------_-- Miami Shores----_—_-�- County: Miami Dade - -- Zip: -s Folio/Parcel#: �z..�:f: C>a�- 7_t }' z,:; Is the Building Historically Designated:Yes_- NO Occupancy <---_ - OccupancyType:, Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fede Simple Titleholde.): ,Oc}r•7✓r0 T CGJc>�/��. W Phone#: _ Address,,:� ��'�/ A,11:-- S 9 City: F!�cc'� �/ '. -_ State: --------------- �'p' ----1- ...../3. ..-.... Tenant/Lessee Name: _ _ _ .___PhoneM__ Email: CONTRACTOR:Company Name:_ G✓i r1 DVWy 'i a/ZS ---Phone#:,(e 3 07UJ- Address:_ 7J.5-5^Ay (� City: '7� -� --- State: Zip: ----------------- — / Qualifier Name: 711 JJ4r Phone#:----------------------------- _ .._......._ _ ......_------------- - State Certification or Registration#: Certificate of Com..petency#: fJ 3 -19S'003-22- DESIGNER; t3S 003zLDESIGNER:Architect/Engineer: G• t�l <� o✓�� Phone#C3CS z & 3_29�% Address:-�3� -S-t ---�QCity zip- /.5-Z Value of Work for this Permit:$ �✓ .___-............... Square/Linear Footage of Work: ;_2 . Type of Work; E.....I Addition ❑ Alteration ❑ New [ Aepair/Replace ❑ Demolition Description of Work: �,U ( �•� pa)e25 Iq 6F7 4C�y-PIZ45t) PC Specify color of color thru tile:�� Submittal Fee$-- -- -- ----------Permit Fee$ --------------•-•---- -- - CCF$._ - CCS/CC Scanning Fee$........................................_Radon Fee$.-------- DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ _ Structural Reviews$- _ _ Bond$ TOTAL FEE NOW DUE (RevisedN/7.4/20:4) Bonding Company's Name(if applicable) Bonding Company's Address City.......... _ _ _.._State Zip Mortgage Lender's Plane(if applicable) Mortgage Lender's Address City State -.- 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 wili be performed to meet the standards of all laws regulating construction in this jurisdiqtion. 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 appiicable iaws regulating construction and zening, "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 with that a copy of the notice of car aiencement and construction lien low brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature — -- - :........................ _-.. OWNER or AGENT �4 CONTRACTOR The foregoing instrument was acknowledged before me this. The foregoing instrument was acknowledged before me this 20 i - by ------;2-_day of -2 0 who is personally known to PndiyI who is personaily known to me or who has produced as me or who has produced (% iht-�jLoc�. as .. identification and who did take an oath, identification and who did take an oath. NOTARY LIC: NOTAR U81.iC sign: si?t,: G .--------- print: •""""' SUSAN M.PIEDRA-LARA Print: """" SUSAN M.PI�pRq_j r (�------ --------------- �� FiV P.'�, z Notary Public- to e o on ; -- — Notary Public-State of Florida Seal: _• ; ;,•_ My Comm. Expires Sep 2,2017 Sea) _'•` \!= My Comm. Expires Sep 2,2017 Commission # FF 050403 Commission # FF 050403 Bonded Through National Notary Assn. il;;`' Bonded Through National Notary Assn. *��ahx�te�s�*�x•*�*x��;c�k��ha�a kw� �* vk+►:kr*�aM��o-x*�w*�eacx+kx**c*�*xi**x*t�M*�K►*w**a*a*xkw*�*k�*.z�*:k�:��* APPROVED BY uva Plans Examiner Zoning Structural Review _m _ Clerk {Rwiseefn2/zni�o_:al /^1 OP ID: REBO ,�►�oR©w CERTIFICATE OF LIABILITY INSURANCE DATE06/23/2015Y) 06/2312015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Allsafe Insurance Group dba PHONE FAX ASI FloridaINC No Ext): A/C No): 7171 Coral Way#209 E-MAIL Miami,FL 33155 ADDRESS: Jackie Pena,PIAM CPIA PRODUCER CUSTOMER CUSTOMER ID#: INSURER(S)AFFORDING COVERAGE NAIC# INSURED Secure Windows 8,Doors, Inc. INSURER A:Colony 39993 7855 46th St. Doral,, FL 33166 INSURER B:Mapfre Florida Ins Co 34932 F INSURER c:Commerce and Industry Insuranc 19410 INSURERD:Associated Industries Ins 23140 INSURER E:Underwriters at Lloyds INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILLICY EXP TR TYPE OF INSURANCE DDL UBR POLICY NUMBER MM DDY/YYYY MEFF M DDIYYYY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A X COMMERCIAL GENERAL LIABILITY GL4026613 03/19/2015 03/19/2016 PREMISES Ea occurrence $ 100,00 CLAIMS-MADE 1:1 OCCUR MED EXP(Any one person) $ 5,00 X BI/PD$1,000 PERSONAL&ADV INJURY $ 1,000,00( GENERAL AGGREGATE $ 2,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ _ 1,000,0 POLICY X PRO LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 (Ea accident) ANY AUTO BODILY INJURY(Per person) $ ALL OWNED AUTOS BODILY INJURY(Per accident) $ B X SCHEDULED AUTOS 4150130008366 05/24/2015 05/24/2016 PROPERTY DAMAGE B X HIREDAUTOS 4150130008366 05/24/2015 05/24/2016 (PER ACCIDENT) $ B X NON-OWNED AUTOS 4150130008366 05/24/2015 05/24/2016 HIRED AUTO $ 1,000,00 NON-OWNED $ 1,000,00 UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 2,000,00 EXCESS LIAB CLAIMS-MADE AGGREGATE $ 2,000,00 C EBU028197280 03/1912015 03/19/2016 DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION WC STATU- X OTH- AND EMPLOYERS'LIABILITY TORY LIMITSER D ANY PROPRIETOR/PARTNER/EXECUTIVE YIN AWC1049499 06/01/2015 06/01/2016 E.L.EACH ACCIDENT $ 1,000,00 OFFICER/MEMBER EXCLUDED? ❑ N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,00 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,00 E BUS PERS PROP APP94707115 04/17/2015 03/19/2016 80% 200,00 E PROPERTY OF OTHERS �APP94707115 04/17/2015 03/19/2016 DED$2,500 400,00 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) GLASS & GLAZING CONTRACTOR LIC# 03BS00322 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE CITY OF MIAMI SHORES THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN BUILDING 8r ZONING DEPARTMENT ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2nd Ave. Miami Shores, FL 33138 AUTHORIZED REPRESENTATIVE ©1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25(2009/09) The ACORD name and logo are registered marks of ACORD SECURE WINDOWS & DOORS PERMIT EXTENSION REQUEST Miami Shores Villas 12/1812014 Building Department 10050 NE 2 Ave Miami Shores Village FL 33138 This letter is to request an extension of permit#WS-06-14-1322 for a single period of 180 days. This permit is for work at 841 NE 95 Street Miami Shores Florida. Job Address In making this request, I hereby certify that the above permit has not expired Secure Windows&Door General Contractor signature: -~ Date: I Before me has personally appeared Martin Lipton who Is personally knowrn to me or has presented Acknowledged he/she executed this instrument for the propose(s)indicated Sworn and Subscribed before me ?F) day of_ } 20 i My Commission expires: Notary Public State of Florida SUSAN M.PIEDRA-LARA V y, I\ y Notary Public-Stale of Florlda 1 , .� My Comm.Expires Sep 2,2017 Commission #FF 060403 ,, Bonded Through National Notary Assn, 7855 N.W. 46th Street • Miami, FL 33166 • (305) 513-0705 • Fax: (305) 513-0704 IL JH2(D5 Gj(DUJED ,UIENIETBEDU 7300 S.W. 105 TERRACE,* MIAMI, FLORIDA 33156-3841 (3C5) 663--2991 Hi,-,EPFP 889-q695 FAX MECAWind Version 2 . 1 . 0 . 6 per ASCE 7-10 ----___Developed by MECA Enterprises, Inc. Copyright 2012 www.mecaenterprises.com (Date 5/31/2014 George Jenetopulos Company Name Jenetopulos Group, Flozjda Architect #14185 Florida Firm #F000145 Description Cadilla 4ii] 7300 SW 105 Terrace 841 N.E. 95 Street Miami, Fl 33156 (305)6632991 Miami Shores, Florida 33138 Directional Procedure All Heights Building (Ch 27 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of . 6 Basic Wind Speed(V) = 175.00 mph --- Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Slope of Roof = 3 : 12 Slope of Roof(Theta) = 14.04 Deg Ht: Mean Roof Ht = 12.00 ft Type of Roof = HIPPED -- RHt: Ridge Ht = 17.38 ft Eht: Eave Height = 10.00 ft OH: Roof Overhang at Eave= 2.00 ft Overhead Type = OH w/ soffit Bldg Length Along Ridge = 44.00 ft Bldg Width Across Ridge= 55.00 ft Length of Hipped Ridge = 21.75 ft Roof Slope on Hip End = 29.80 Deg Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi Internal Pressure Coefficient = +/-0.18 Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of . 6 Width of Pressure Coefficient ((one�a-- -4.4 ft Width Span Area Zone Max Min Max P Min P Components ft ft ft^2 GCp GCp psf psf -------------- ------------------------------- --------------- -------------- Horiz Roller A 2.21 5.25 11.6 4 0.99 -1.09 39.66 -43.06 Horiz Roller B 2.31 3.20 7.4 5 1.00 -1.40 40.05 -53.63 Horiz Roller C 2.31 5.25 12.1 4 0.99 -1.09 39.55 -42.94 Horiz Roller D 3.08 5.25 16.2 4 0.96 -1.06 38.80 -42.19 Horiz Roller F 3.08 4.22 13.0 5 0.98 -1.36 39.37 -52.26 Horiz Roller G 1.54 3.20 4.9 4 1.00 -1.10 40.05 -43.45 Horiz Roller H 3.08 3.20 9.9 5 1.00 -1.40 40.05 -53.63 Single Hung K 1.00 3.20 3.4 4 1.00 -1.10 40.05 -43.45 French Door L 2.54 6.72 17.1 4 0.96 -1,06 38.66 -42.05 French Door M ✓ 3.00 6.67 20.0 5 0.95 -1.29 l 38.25 -50.02 George Jenetopulos, Florida Architect#14185 /�r Jenetopulos Group, Florida Firm #F000145 7300 SW 105 Terrace, Miami, FL 33156-3841 Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.85 (305) 663-2991 office, (305) 479-5384 cell Qhcc: .00256*V^2*Khcc*Kht*Kd = 33.94 psf f � , •�MIAMhMIAMI-DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITI7NG,ENVIRONMENT,AND REGULATORY 11805 SW 261"Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov&era/ PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA -Product Control Section 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. PERA 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"HR-710"Aluminum Horizontal Sliding Window-L.M.I. APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through I 1 of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, 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, model/series 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 eariro N04 shalj b%.provided to the user by the manufacturer or its distributors and shall be availtlble fo;ins peet�o!at t1'te;ob site at the request of the Building Oficial. This NOA revises NOA No.Jj-0�.'1 A;�tx.00jsi%t 6f this page 1, evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentatLon va.reviewed by Jaime D. Gascon,P.E. . .. . . . . . . . MIAMI-DADS COUNTY �'GA5 NOA No. I1-1114.04 � '';h• a ... Expiration Date: December 21,2016 • Approval Date: February 16 2012 • ... pP ry • Pagel . .. .. . . . .. .. PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No.'s 07-0815.09 and 06-0445.06) 2. Drawing No. 4.127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through Il of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller,P. E. B. TESTS 1. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 Along with marked-up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL--5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda P. E. (Submitted under NOA No. 07-08-15.09) 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,Type"C"sliding window, Grade 10, per FBC 24113.2.1,TAS 202-94 and per ASTM F 842-04 Along with marked-up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 06-0405.06) 3. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202--94 3) Water Resistance Test,per FBC, TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,Type"C"sliding window, Grade 10, per FBC 2411 3.2.1,TAS 202-94 and per ASTM F 842-04 Along with marked-up drawings and installation diagram of XOX aluminum horizontal sliding-window,prepared.by Fenestration Testing Laboratory, Inc., Test Report No'.Fijj 9: ja#jj 03/08/2006, signed and sealed by Edmundo Largaespada►,•V.E.: (Submitted under NOA No. 06-0405.06) •�' .'. "; .•� ,•• Jaime D.Gasco ,P.E. • Product Control Section Supervisor • NOA No. 11-1114.04 Expiration Date: December 21,2016 Approval Date: February 16,2012 . . . . ... . . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by PGI' Industries, Inc., dated 10/26/06, signed and sealed by Robert L. Clark,P. E. (Submitted under previous NOA No. 07-0815.09) 2. Complies with ASTM E1300-98/04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite@ PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance,No. 08-0206.01 issued to Solutia Inc. for their "Saflex HP Glass Interlayer" dated 04/17/2008,expiring on 04/17/2013. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC-2007 (with the 2009 supplement) and FBC-2010, dated 10/25/11, signed and sealed by Anthony Lynn Miller,P. E. 2. Statement letter of no financial interest and independence, dated 10/25/11, signed and sealed by Anthony Lynn Miller; P. E. 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61G15-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn Miller,P. E. 4. Statement letter of no financial interest, conformance and compliance with the FBC- 2007, dated 06/29/2011, signed and sealed by Robert L. Clark,P. E. (Submitted under previous NOA No. 11-0630.02) 5. Laboratory compliance letter for Test Report No. FTL-5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA No. 07-0815.09) . ... . . . . ... . • . . . . . .. ... .. . . . .. .•. .Jaime D.Gascon,P. . . . . . . .. • Product Control Section Supervisor . . . . NOA No. 11-1114.04 Expiration Date: December 21,2016 ... . . . . ... . Approval Date: February 16,2012 . . . . ... . . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 6. Laboratory compliance letter for Test Reports No.'s FT"858 and FT"859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada,P. E. (Submitted under NOA No. 06-0405.06) G. OTHERS 1. Notice of Acceptance No. 11-0630.02, issued to PGT Industries, Inc. for their Series "HR-710 Aluminum Horizontal Roller Window — L.M.I.", approved on 08/18/2011 and expiring on 12/21/2016. . .. ... . . . . . .. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21,2016 Approval Date: February 16,2012 . . . . . . . . . . . .. .. . . . .. .. GENERAL NOTES:IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2).FOR INSTALLATION ABOVE 30 FT,GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. A.5/16"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. B.516"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE OF 1/8"HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER, C.5/16"LAMI CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER, D.7/16"LAMI CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E.716"LAMI CONSISTING OF(1)LITE OF 3116"ANNEALED GLASS AND(1)LITE OF 3/16"HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE NOA DRAWING MAP MAXIMUM PVB INTERLAYER. SHEET F.7/16"LAMI CONSISTING OF(2)LITES OF 311W HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. GENERAL NOTES.............I GLAZING DETAILS............2 C•1814;6"LAMI IG:(1)LITE OF 1/8"OR 3(16"ANNEALED(MIN.)GLASS,5116"OR 3/8"AIR SPACE AND 5116"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A DESIGN PRESSURES.......3 9.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. ELEVATIONS.....................4 • • 0000 • •• VERT.SECTIONS.............6 •••••• E .......... • • H.13/j6"LAMI�u�(I)LIT.OF 1/8"OR 3116"ANNEALED(MIN.)GLASS,5116"OR 318"AIR SPACE AND 5116"LAMI CONSISTING OF(1)UTE OF 1/8"ANNEALED GLASS AND(1)LITE HORIZ.SECTIONS.. 5 OW-0118"•••• •1/8"HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER, PARTS UST.......................6 •••••• • • • • EXTRUSIONS....................7 •• j 13/18"LAMI Ij j1S11TW�F 1/8"OR 3/16•ANNEALED(MIN.)GLASS,6116"OR 3/8"AIR SPACE AND 5/16"LAMI CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS CORNER DETAIL..............5 • WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. ANCHORAGE.. ............6-11 00 64, ••••• ••:'131 6"LAMI 04(j)F1a,OF 1/8"OR 3/16"ANNEALED(MIN.).GLASS,3/16"OR 1/4"AIR SPACE AND 7/18"LAMI CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH AN • • 090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER ••••• •• "�• •••• • • •• K*1�y6"LAMI f,)a.LTIE OF 118-OR 3116"ANNEALED(MIN.)GLASS,3/16"OR 1/4"AIR SPACE AND 716"LAMI CONSISTING OF(1)LITE OF 3116"ANNEALED GLASS AND(1)LITE •••••• OF 3116"HEA ST NGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. •••••• • L•13118"LAMI 6G ) JJ,TTj€OF 1/6"OR 3116"ANNEALED(MIN.)GLASS,316"OR 114"AIR SPACE AND 7/16"LAMI CONSISTING OF(2)LITES OF 3/16"HEAT STRENGTHENED GLASS • • • WlaTH AN.0901 ONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. • •••• • •• • •••••• 2 f.Pa1F•IGURATIO%'SX,Xb XOX 314ESION PRESSURES:(SEE TABLES,SHEET 3) A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02, B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 6 THROUGH 11 FOR ANCHORAGE DETAILS. PRODUCT REVISED w complying with the Florida stuldl%Code �•: 5.SHUTTERS ARE NOT REQUIRED. Acceptance No 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. p3T Caa 7.REFERENCES:TEST REPORTS FTL-4858,FTL-4859 AND FTL-5330. ELCO TEXTRON NOA:04-0721.01,03.0225.05 ANSIW&PA NDS-2005 FOR WOOD CONSTRUCTION t t t t l l l ADM-2005 ALUMINUM DESIGN MANUAL \�� N(-,YNN& 'b 8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY ti �;. '•..,k QrENSE HURRICANE ZONE(HVHZ). D = A No.58705 _ 9.FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP.BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. — JJ — w J.r., 10/f7/11E FBCZoloCODE OwUros aft ° "" %O�•'(� �T`o�,:'2w n-effF Va. 1070 TECHNOLIxiY IXiNE GENERAL NOTES 'pc•'•., FtoR,oP.• J,R, 8/20111 D ADDED IO GCP TO BE TEMPERED a+30FT NOTE. NOKOMIS,FL 34275 ALUM.HORIZONTAL ROLLER WINDOW,IMPACT i'�SS./ONAL 01 F.K. 4/1W7 C Fn-WW TO NOTES 76 CHG.NOTES TO CURRENT EDIT. P.O.eOX 164 7,7 1\� anneat aar: B NOKOMIS.PL 34271 V Wbly Better 114'"M00e° 10tl1' "Y °11'NM" 10"` A LYNN M�LRR,P.E. F.K. W&OB J.r. 3/1 178 NRTro NTS 1 a it 1 4127-10 E PX1587M 21 .J L........� 50 21 50 a EXTERIOR INTERIOR 53 1/2"NOM. 55 112"NOM. (ALL SECTIONS) GLASS SITE GLASS BITE 51 60,61,62 51 63,64,65 0:0*• 116"ANNEALED OR HEAT STRENGTHENED GLASS 3118"ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER .090 SOLUTIA OR DUPONT PVS INTERLAYER • • •••• • • 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3118"ANNEALED OR HEAT STRENGTHENED GLASS 9999•• 6116"NOM. • • • •• 7116"LAMINATED ••,••• •;••• • 5/16"LAMINATED GLASS 7116"LAMINATED GLASS • • 9999.• 9999•• .••• •• •• 99.9• .••• 9999•• • • • •• 9999 99.99• • • • .9999• • 9999•• • 261 0000a • 50 21 50 • 9.0.00 •••• • • ••• • 1n"NOM. 1n"NOM. 59 GLASS BITE 59 GLASS BITE 52 52 66,67,68,69,70,71 72,73,74,75,76,77 PRODUCTREVISED ea cm,gdying with dw Words I,uiidingcodo 4 1/6"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS Act ten,No " .090 SOLUTIA OR DUPONT PVB INTERLAYER �wTl .090 SOLUTIA OR DUPONT PVB INTERLAYER D•to 6 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS 6/16"LAMINATED 7116"LAMINATED MiaudDad P.,uo i 5/18'OR 3/8"AIR SPACE 3118"OR 114'AIR SPACE 118"OR 3116"ANNEALED OR TEMPERED GLASS QD 1/8"or 3116'ANNEALED OR TEMPERED GLASS QD 13/16'NOM. 13/16"NOM. Vii i 13/16"LAMI IG GLASS W/5116"LAW 13/16"LAMI IG GLASS W/7/16"LAMI k No.58705 QD FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP.BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. 14 J.J. id17P11 E NO CHANGE THIS SHEET " '� '•. s-vx � '•�•: a� 1070 TECHNOLOGY DfiNE GLAZING DETAILS :O,c'•.,•pLORLpP.• J.R. SMI D EO/G OAP 70 BE TEMPERED .90FT NOTE. NOKOMIS.a 34275 TM® i ........ F.K 06007 C NO CHANGE THIS SHEET P.o.sox,52o ='= ALUM.HORIZONTAL ROLLER WWNDOW,IMPACT , ",,,S/11NX\- ay; qy; NOKOM4,PL 54274 11/fl1i,(y Better 110i"1°01� """ ° a"ro�' "0" A.LVNNatv.,P.E. F.K. 2/2&M J.J. 9/23(06 I HR710 F411 2 all 4127.10 E P.E.Y56705 TABLE 1. XOX(114,112,1/4)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W1 SAME DLO ARE V SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 38 318" 48" 50 518" 54" 60" 63" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +%0 -60.0 96" A,B,G,H +60.0 50.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 5Q0.0 +58.8 -58.8 +56.2 -56.2 D FOR INSTALLATION IN 106318" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 •60.0 +60.0 -60.0 +65.2 -55.2 +52.3 -52.3 THE HVHZ ABOVE 30 IW' A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 50.0 +60.0 -60.0 +54.6 54.6 +51.7 51.7 FT GLASS TYPES G- L SHALL HAVE A 111" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60,0 -60.0 +60.0 -60.0 +60.0 60.0 +59.5 59.5 +53.6 -53.6 +50.9 50.9 TEMPERED I.G.GLASS CAP.BOTH THE DP UP TO 111" C I +60.0 -60.0 AND ANCHOR D,E,F, QUANTITY REMAIN UP TO 111" J K,L +75.0 75.0 UNCHANGED. Goes 0 so TABLE 2. %see: XOX 041/3,1 ftFLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE 1"SMALLER) •:•••• WINDOW GLIS: • WINDOW HEIGHT •• WIDTH TYPE• •• ALL HEIGHTS UP TO 63" •••••• ••••••••• S11 " ADBEOF• • ••T086QG,i�'• 4•• 60.0 60.0•••• +75. 5.0J !L • • •••••• TABLE 3. •�•••• OAC 4ND�40 FL-ANGOR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE 1"SMALLER) •• WINDOW GLZS9 • WINDOW HEIGHT •••••• •••• .WIDTH. TYPt 26" 36" 38 3/8" 46" 605/8-- 54" 60" 63" 60" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 66" A,B,G,H +75.0 -75,0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75,0 +75.0 -75.0 +74.2 -74.2 +70.2 -70.2 72" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75,0 +69.6 -69.6 +65.2 -65.2 74" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +68.1 -68,1 +63.8 -63.8 ..wmpIcyms�uns�Frofida t)uimms Code UP TO 74" C''DK'L' +75.0 -75.0 uePi"n�2!-O � No GLASS TYPES:TEST REPORT FTL-4868(XOX),FTL-4859(OX&XO)AND FTL-5330 tVtieml. A.5/16"LAMI-(1/8"A,.090,1/8"A) G. 13/16"LAMI IG-1/8"OR 3116"A(MIN.),5116"OR 318"AIR SPACE,5/16"LAMI-(1/8"A,.090,1/8"A) B.5116"LAMI (1/8"A,.090,1/8"HS) H.13/16"LAM[IG-1/8"OR 3/16-A(MIN.),5116"OR 3/8"AIR SPACE,5/16"LAMI-(1/8"A, .090,118"HS) \ �, C.5/16"LAMI-(118"HS,.090,1/8"HS) I. 13/16"LAMI r--1/8"OR 3/16"A(MIN.),5116"OR 3/8"AIRSPACE,5/16'`LAMI-(1/8"HS, .090,1/8"HS) \��aV LYNN kj1Z�R,��' .:, ` ��.• \CENSE ., D.7/16"LAMI-(3/16"A. .090,3/16"A) J.13/16"LAMI IG-1/8"OR 3116"A(MIN.),3/18"OR 114"SPACE,7/16"LAMI-(3/16"A,.090,3/16"A) �':' ►c E.7/16"LAMI-(3/16"A, .090,3116"HS) K. 13/16"LAMI IG-1/8"OR 3/16"A(MIN.),3/16"OR 1/4"SPACE,7/16"LAMI-(3/16"A,.090,3116"HS) is? NO.58705 F.7/16"LAMI-(3/16"HS,.090,3116"HS) 1L. 13/16"LAMI IG-1/8"OR 3/16"A(MIN.),3/16"OR 1/4"SPACE,7/16"LAMI-(3/16"HS,.090,3/16"HS) w " J.J. 10/17/1 f E NO CHANGE THf3 BHEET SIGN PRESSURES '�•••, STATE DF :•_�� w.err"; 1070 TECHNOLOGY DRIVE .FL......'• G� J.R. B?Ni 1 O ADDED/0 CAP TO BE TEMPERED +30FTNOTE NOKOMIS,FL 34275 ` F.K. .u+bnT C ADD WTEGRAIFIN CWTIDN6UPgATEASTM E7900-02OPe P.O.egx152Y ALUM.HORIZONTAL ROLLERW/NDOW,IMPACT �'�,,StS/ONAL` ��` e"e NOKOMIS,FL 34274 VLdbly Better JJ. 3/23W NRT10 NTS 3 11 4127-10 E P.E.p 58705 27 3/8" 27 318" 27 3/8" MAX.DLO 54 5/18"MAX.DLO FIXED MAX.DLO MAX.DLO F VENT VENT FIXED D D 17 �.D✓�'- •- - •- - •amu '4 � � � � � � �i- €-n .} x ro x ., X O X • •••••• • + •• 110"MAX.WIDTH I.F.FRAME +jl —— —85 7/16"MAX.WIDTH I.F.FRAME—+� ••••• • s. —I1ti-&VZ Y'IiDTH FLANGE FRAME 86 7/16"MAX.WIDTH FLANGE FRAME "••• •' ' •••• DETAIL B-XOX(1/4-1/2-1/4) DETAIL C-XOX(1/3-1/3-1/3) • •••••• NOTE: • •••••• • •• •••43►9i18"MAX. 33 9/18"MAX. 1,SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. •• •• ••• • •.LO FIXED DLO VENT — ... • •••• SEALANT OR GASKET -' — �"MAX. AT HEAD AND SILL FLANGE A ( A FRAME ALL 15 57 3/8" I 56" CONFIG. MAX. / / MAX. DLO ALL DLO ALLT, 15 I.F,FRAME PROAUC7RRVI5IiD FIXED / VENTS w oomplying wile Aro I'Iwido LITES 62"MAX. —— Huediog Cade I.F.FRAME A�preu" .. 4" q" O I X- ALL Do CONFIG. Miami deo01 Control 1 _ 13 FLANGE FRAME — 73"MAX.WIDTH LF.FRAME l�;'��GENSF ''•FP VIEW D-D ' I-�74"MAX.WIDTH FLANGE FRAME-- (FRAME CORNER CONSTRUCTION) '* N0.58705 DETAIL A-OX OR X_O - --- J.1 1QM7/it E NO CHANQE 7H5 SHEET taw, OF •••�` 1070 TECHNOLOGY DRNE ELEVATIONS %OT•., FCORIOP•'•: r.rr. 8/2QN1 n NOCHANOE7H/8a11EEr NOKOneS,f134275 !f' ALUM HORIZONTAL ROLLER WINDOW,IMPACT �'�`SS/ONAL�?`• F.K 4n"7 C 7Rt=l0N AIL P.D.eqx lyse i VOL. pMz NOKOPAS.FL 34274 yya*&� �n au•e I A.LY "�"' p /1�A&LL'IZ1 P.E. F.K. 212M J.J. 312&w NR710 NTS 4 a 11 4127-10 E P.E.y5e705 INTERIOR 37 32 35 22 39 1eINTERIOR D � � � � 16 EXTERIOR13 MAX.VENT DLO MAX.FIXED DLO MAX. T DLO MAX.WIDTH(FLANGE FRAME) EXTERIOR 19 SECTION B-B 17 • • (HORIZONTAL SECTION-XOX SHOWN WITH FLANGE FRAME) •• M:• INTERIOR 1] 35 32 37 39 • HEIGAT FRAME • • •••.•• •• ANT • • ••••• • •• :DLO • Q 16 • • • ••••••• • • MIXED • • •••••• • RIP • i • •• • • • • MAX.FIXED DLO -�� MAX.VENT DLO • 22 •••••• • ••*• • MAX.WIDTH(I.F.FRAME) •• 21 EXTERIOR SECTION A-A (HORIZONTAL SECTION-OX SHOWN WITH INTEGRAL FIN FRAME) 24 8 22 f 21 41 kINTERIOR PRODUCT REVISED ns—plyiaa wi1L the vla" l3uildit*Code 12 24 8 EXTERIOR Aa°a� 4iCTCG ] 12 _ (p ] yiami Dade Product Control EXTERIOR INTERIOR 10 `\�"ON4 LYNN 10 SECTION C-C 42 SILL HEAD '* No.58705 (VERTICAL SECTION, FLANGE FRAME) (VERTICAL SECTION,I.F.FRAME) (VERTICAL SECTION,I.F.FRAME) J.J. 10/17/ti E MDCHANGETWSHEET .�O•' y I IF S7A E OF <C/ P T SECTIONS FLORIOP.' o� 5070 TECHNOLOGY onivE J.R StdN'r1 D NOCHANWTHISSHE'ET NOxOlna,FL 34276 F� uraoT c AW00EGRALFIN fTEMS4f�2Ar��3ANDV*'m r.0.twxIm ALUM.HORIZONTAL ROLLER WtNDOW,IMPACT ,S/QNA�Er?�. Gr: GAC NONOW3�FL 34274 Wstbly Better t'�10 H8/I 5 a 1'1 4927-1� E A.LYP EUL,\'\ F.K. ?/26/06 J.J. 9/2306 ITEM DWG#REN DESCRIPTION 111AT"L PGT# nni DWG#RENJ DESCRIPTION MAIL PGT# 1 4102 1 A IFLANGE FRAME HEAD 6063-T'6AL 612237 66 GLASS 13/16"IAMIIG118"A(MIN.),318"AIRSPACE,5/16"LAMI(1/8"A,.090PVB,1/8"A 2 4025 SASH STOP STD. ANTI LIFT CUP 6063-TS AL 612244 67 13/16"LAMI IG1l8"A(MIN. 318"AIRSPACE,5/16"LAMI 1!8"A .090 PVB,1/8"HS 3 118X3/4PH.PANHFAD 7834AA 68 13/16"LAMI IGI/8"A(MIN. 3/8"AIRSPACF,5/l6"LAM) 1/8"HS .090P 1/8-HS) 4 4053 SASH STOP COVER(SASII STOP) 6063-T5 AL 69 1Y16"LAMI 10-3/16"A(MIN.),5116"AIR SPACE,5/16"LAMI(118'-A,.090 PVB 1/8"A 6 4136 FIANCE FRAME SILT, 6063-T6 AL 64136 70 " 13/16"LAMIIG3/16"A IN.),5/16"AIR SPACE,5/16"LAMI 1/8"A-090 PVB1/8"IIS 7 4137 SI LADAPTOR 6063-T6 AL 64137 71 13116"LAMI IG3/16"A(MIN.),5/16"AIRSPACE,5/16"LAMI 118"HS„090PVB,1/8"HS p 8 4131 ROLLERTRACK 6063-T6 At, 64131 72 13/16'LAMI1G1/8"A M)N, 1/4"AIR SPAC 7116"LAM] /16"A,.090PVB.3116"A 10 71298 1 WEEP HOLE COVER POLYPROP. 71298 73 13116'1AMIIGI/8"AMIN. 114"AIRSPACE,7/16"LAMB/16"A .090PVB,3/16"HS 12 1626 ADHESIVE OPEN CELL FOAM PAD 7P71298 74 " 13/16.1AM110.118"A MIN.,114"AIR SPA CF57/16"LAMB/16"HS,.090PVB,3/16"HS 13 4002 A FLANGEFRAMEJAMB 6063-T6 AL 612225 75 " 13/(6"LAMI IG3l16"A IN. 3116-AIR SPACE,7l16"TAMI3/16"A,.090P 3/16"A 14 4134 GASKEfFORMAINFRAMESILLJOINT 74134W/K 76 Y 13/16"LAMI IG3/16"A IN.),3/]6"AIR SPACE,7/16"IAM13116"A,.O<)OPVB,3/16"HS 77 13116"LAMI IG3/16"A(MIN.),3116"AIRSPAC 7/16"IAM](3116-HS,D90P 3116"HS 15 1155 #8 X 1.000 QUAD PN.SMS 781 A 90 1014 SCREEN FRAME(HOR&VER. 3105-HA AL ib • TO G SCREENADAPTOR 6063T5AL 641100- 91 1630 SCRF.2NCORNER KEYW/RINGS POLYPROP. •••• 19094054 B F#XEL*+tiFI'lNG RAIL 6063RD-T6 AL 64054A 92 1631 SCREEN CORNERKEYW/OUT RINGS POLYPROR • • 19 4066S 1.,.t X.230,FIN SEAL 640660 93 1073 SCREEN SPRING ST.ST. •••••• 2? D S SI i'1.O &BOTTOM RAIL 6063-T5 AL 612240 94 1624 SCREEN SPLINE-.135 DIA.FOAM EM PVC •• 22 1683 VISI!'.. X.270 BACK,FIN SEAL 61683G 95 1635 SCREEN SPLINE-.135 DIA.HARD Fm PVC • 23 225-1 ROLLER HOUSING&GUIDE 42112HD 96 SCREEN CLOTH •••••• S WHEELS BRASS 7BRWHL2 ••• •• 29••4128 ILVIeCI1V1'AL ROLLER SASH TOP GUIDE POLYPROP. 44128N ••••• 32••4000 D SACK MEETING RAIL 6063HS-T6 AL 64006 2.710 • • 35• 12ai WST4400 X.270 BACK,FIN SEAL 67S16G •••••• 35 1096 TCH DIP-CAST 71096 • • •••••• 3 0 6 # •6 5P .FL.SMS 7858 • 3f •412(s SASHSIDERAIL 6063-T5 AL 64126 •• 38 3 STJ'. X 270 BACK,FIN SEAL 616830 L--. 2.824 •••••• 32••70'1 BULB W C,.THF.RSTRIP.187 X.275 67070K F 400090 LIFT RAIL COVER CAP 74078"C"L OR R 41 4139 I.F.FRAME HEAD 6063-T6AL 64139 I.F.FRAME HEAD 42 4140 I.F.FRAMESILL 606346 AL 64140 41 43 4141 I.F.FRAME JAMB 6063-T6 AL 64141 #439,6063 TS 50 GLAZING SILICONE DOW 899,995 OR UIVALENT 51 1224 VINYL GLAZING BEAD BULB HICK 6TP247W K PRODUC REVISM 52 1 1225 VINYL.GLAZING BEAD BULB 67FP248K 2.784 -wnTlYin.&with Ow Florid. Huilding Code 53 4039 B GLAZING BEAD-5/16" 6063-T5 AL 64039B nue=uctcontro 54 4044 B GLAZINGBFAD-5/16"WKRILLKIT 6063-T5 AL 644703 3.152SS 4222 A GIAZINGBFAD-7/16" 6063-TS AI, 64222062Miaod 56 985 C GLAZING BEAD-7116"W/GRILL KIT 6063-T5 AL 6985 LT.062 59 4067 GLAZINGBFAD-13/16" 6063-T5 AL 64067 60 GLASS 5/16"LAMI 1/8"A-090 PVB,IN'A 48 I.F.FRAME JAMB v 11 I I i 61 Sl16"LAMI 1/8"A-090 PVB,1/8"HS #4141,60103-T6 62 5/16"LAMI 0/8"HS,.090PVB,1/8"HS �10EN8,� 63 7116"LAMI 3/16"A,090 PVB,3/16"A �—2.710 No.58705 64 7/16"LAMI 3/16”A,.090PVB,3/16"Hs I.F.FRAME SILL = ,�_ 65 7/16"LAMI 3/16°ELS,.090IV13,3/16"HS 42 _ Q #4140,6063-T6 : O )t(tom J.J� lwl m i E NO CHANGE INS SHEET ° " ��0'•, ."T7!OF • a k nn/q"+ _ 1070 TECHNOLOGY OR NE �. 40R10., `G P T PARTS LIST ADDED YMHV.)-TO FX .�/ � C ADO(TENS I'i 42 SS TYLES NOKOMBQX 1028 IS.FL S A �i Si l i '"' • ALUM.HORIZONTAL ROLLER WINDOW IMPACT S/0�tNA`11` F4 d2/2SA78 J.J. 3/29/08 NOKOMIS,FL 34274 Vitibb Better NTS rs s 11 uwNnM 41?7�() E A.LYW LlEft,P.E .513-1 .062 � 1.187 r- P.44 738 3. 52 1.37, a 082 O SASH STOP COVER Lil 1173 .062 3. 90 4 #4053,6063-T5 1.1.22 Y'---2.710--►1 ��•..--2.710—►•I FLANGE FRAME HEAD rI'-2'78° 1O O FLANGE FRAME SILL O FRAME SILL ADAPTER I #4102A,8063 T6 #4136,6063-T6 #4137,6083-TB 0000 • 1.383 • • •••• • •• � .062 0000•• • • • • 0000•• • • - •.•..• • a••••• oe1 1 8� 7 o� 1 g FLANGE FRAME JAMB • • --'DIFF-.082 #4002A,6063-T6 .0•••• •••• .490••�� 437 I I ••••• •••••• sEYx•161-� 46 I 1.403- • 0000• •••• ••Sy�ASH STOP Og HORIZ.ROLLER TRACK 1 J FIXED MEETING RAIL • • • •• •i'i 219!8083 T5 #4131,6063-T6 #40548,6063HD•T6 •0000• • • • 0 000•• • 0000•• • •• 0000•• • • • • • •••• • •• 0000•• 0000 • • ,062• 2. 79 0000• 2.:26 • , �3 .062 '1. 87 � 1. 4psp ►{ 9 �p^jt —� 878 1+1.349 1.081 (�- 1,291 1.096 21 SASH TOP&BOTTOM RAIL 32 SASH MTG.RAIL 37 SASH SIDE RAIL 53 ZING BEAD,5/16" PRODUCT REVISED #4133,6063-T5 #4008D,8063HS-T8 04126,606&T5 #40398,6063-T5 'w maplyin?with dw Plonde 1)u0dkW Code M AccnptanwNO� � p%`�'�f ' Dero .050 ' —� Dade ro uct Cunt .050-y .878 .878 .050-�- 1.0 .8T8 .683 .050 98 1'096 1.116--��'T1.097 55 GLA �-�_TI - �— 54 GLAZING BEAD,5/16" GLAZING BEAD 7/16" 56 ZING BEAD,7/16" 59 GLAZING BEAD,13/16" ,�` ��NLYNN 0448,6 #4063•TS #4222A,6083-T5 #985C,6063-T5 #4067,6063-T5 F '• P (USED W/GRILL KIT) (USED W/GRILL KIT) No.58705 ow— a..ae�: aer awnn: ��.•G Z 111 �w J.J. 1Q77/1! E NO CHANGE TNI88MEET O HNOLOGY DRIVE J.R. MOB �D NO CHANGE THIS SHEET t07NOKOMIS,FL 34216 TRUSIONS � �`sSpNAL . F.K. 4/16137 ft*C ' NO CHANGE THIS BHEEr P.O.BOX 1878 � ALUM.HORIZONTAL ROLLER WINDOW,IMPACT '/,,/l l t l l l\\� liar ••y NOKOMIS,R.34274 litslfily Better ~'�' �' A.LYNN Ma.t.ER,P.E. FX 2/2W J.J. 3a3W H -. Half 1 7 a 11 4127-10 E P.E468705 ANCHOR QUANTITIES,XOX(114.1/2-114)WNIDOWS TABLE 4 NOTES: GLASS TYPES A,B,C,G,H,1 GLASS TYPES D,E,F,J,KL 2,3,WOOD 2,CONC 1,CONC 2,3,WOOD 2,CONC 1,CONC 1. ANCHOR TYPES: ANCHOR TYPE 1-1/4"ELCO TAPCONS 2-1t4"ELCO SS4 CRETE-FLEX 3-#12 STEEL SCREWS(135) &SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONE m m N co h 2.GLASS TYPES: nD WINDOW SIZE m m m m HEAD&SILL 2 HEAD&SILL HEAD&SILL 'D� HEAD&SILL 2mm HEAD&SLL HEAD&SILL A.5/16"LAMI-(1/8"AA90,1/8"A) W v H < a, a, B.5/16"LAMI-(1/8"A,.090,1/8"HS) FT,GLASS TYPES G-L SHALL HAVE A 53.125 x 38.375 1+C2+1+C2+1 2 9+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+O2+1 2 1+CZ+1+C2+1 2 C.6116"LAMI-(118"HS,.090,1/8"HS) TEMPERED I.G.GLASS CAP.BOTH THE OP AND D.7/16"LAMI-(3/16'A090,3/16"A) ANCHOR QUANTITY REMAIN UNCHANGED. 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+i+C2+1 3 1+C2+1+C2+1 3 E.7/18"LAMI-(3116"A,.090,3tl6"HS) 50.625 1+C2+1+C2+,1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1 1+C2+1+C2+1 3 F.7116"LAMI-(3116"HS,.090,311W HS) G.13/16"LAMI IG-1/8"OR 3116"A(MIN.),5/16"OR 318'SPACE,5/16"LAMI-(1/8"A,.090,18"A) 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 H.13118"LAMI IG-1t8"OR 3/16"A(MIN.),5/18"OR 318"SPACE,6/16-LAMI-(1/8"A,.D90,1/8"HS) 80.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+14C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1. 13tl6"LAMI IG-1t8"OR 3118"A(MIN.),5/16"OR 318"SPACE,5/16"LAMI-(118"HS,.090,1/8"HS) J.13116"LAMI IG.1/8"OR 3116'A(MIN.),3/16"OR 114"SPACE,7/16"LAMI-(3116"A,.090,3116"A) 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1 rC2+i+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 K.13/16"LAMI IG-1/8"OR 3116"A(MIN.),3116"OR 1/4"SPACE,7/16"LAMI-(3118"A,.090,3116'HS) 00.000*384,1111M 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+2+C2+1 2 L. 13/18"LAMI IG-1/8'OR 3116"A(MIN.),3/16"OR 1/4"SPACE,7/16"LAMI-(3119-HS,.090,3/16"HS) • • • ••0108.000 1+C2+•+C2+0 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING •••••• • • 50.13Y 1+C2+1r1C2+i 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+(2+1+C2+1 3 1+C2+2+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. • 1+ ••••• • 54.000 C2+{+C2+1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 HEAD&SILL: 101/2"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE. • - • •80.000 1+C2+iytV ,t 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1 C2+1 3 1+C3+2{C3+1 9 25 3/4"MAX.FROM CORNERS. • JAMBS: 8"MAX.FROM CORNERS AND 221!2"MAX.O.C. •••••• •0 V000 1+C2+1�+1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+2+C3+1 3 TABLE KEY: ••••• 74. Qp 6 V•'1 1+C2+ + I+C2+i+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 X O X •••••• ••48,0W 1+C2+2+�+4 l+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1-3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+4+C3+1 3 ANCHOR QUANTITY PER JAMB • • •• &11"✓r' 1+C2+Z FCi+ i+C2+1+C2+1 3 1+C2+2+(2+1 3 1+C2+2+C2+1'3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 HEAD AND SILL ANCHOR QUANTITY. ••••: •54.000 1+C2+ + +1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 �- A CLUSTER OF(3)ANCHORS CENTERED AT EACH MEETING RAIL PLUS(1) •••••• • 60.000 1+C2+2+Cl+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 ANCHOR AT EACH OPERABLE VENT • • •83,060 1rC2r2+C2+1 3 1+C2+1+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 PLUS(4)ANCHORS AT FIXED SECTION. • • 84.000 x 38.375 1+C2+6+00+1 21 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+(2+2+C2+1 2 1+C2+3+C2+1 2 (12)ANCHORS TOTAL AT HEAD AND SILL. •••••• •••48.OW 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 (3"MIN.O.C.ANCHOR SPACING) 0000 50.625 1+C2+2+C2+1 3 1+C2+2+02+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 54.000 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 253/4"max. --{F+-••3"MIN, 60.000 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3F-------t 83.000 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1+C2+2-C2+1 3 1+C4+3+(`,4+9 3 REF. X O 106.375x 38.379"REF.6 1+C2+'2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 2 - �_i 48.000 1+(2+3+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+ 3+1 3 1+ +3+ as mglyingODUCT it Ow C C2 C2+1 3 1+C3+4+C3+1 3 MTG.RAIL,TYP. as ildhig Codo am f lurida Buitdny;Coda 50.e25 1+c2+3+C2+1 3 1+c2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+03+1 a 1+C3+4+C3+1 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS Aa�arylanwNo Da 6 54.000 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 a i+C3+3+C3+1 3 1+Cf1+p+C4+1 3 (SHOWN IN TABLE KEY ABOVE) 60.000 1+C3+3+C3+1 3 1+C2+2+(2+1 3 1+C4+3+C4+1 3 1+C4+3+C4+1 4 1+C3+3+C3+1 3 1+C4+4+C4+1 3 Miem)Dada Tn uU Com10 83.000 1+C3+3+p+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 1+C4+3+04+1 4 1+C4+3+C4+1 3 1+C5+4+C5+1 3 25 3/4"MAX. 111.000x 38.375 1+C2+3+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 2 1+C2+4+C2+1 2 1 112"TYP. h-3"MiN. 1lflffft 48.000 1+C2+3+C2+1 3 1+C2+2+C2+/ 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C2+3+C2+1 3 1+C3+4+C3+1 3 9"REF. 1......_;_._;_..;._....;-.....; ;. . `\�� ON I LYNN 50.625 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+4+CS+1 3 \� O X :�aa� •VICENgF'•(((,p 54.000 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C4+4+C4+1 3 �} *' No.50705 *' 60.000 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C4+3+pi+1 3 1+C4+3+C4+1 4 1+C3+3+C3+1 3 1+C4+4+C4+1 3 MT 60.000 63.000 1+C3+3+C3+1 3 1+C2+2+C2+1 3 1+C4+3+C4+1 3 1+C4+3+C4+1 411+C4+3-C4+11311+CS+4+C5+11 41 EXAMPLE CLUSTER W/QTY.OF(4)ANCHORS J.J. lLW7/1! E NO CHANGE THIS SHEET 0�'., STA E F RI Do.. 1070 TECHNOLOGY OGV 11 ALUM HORIZONTAL NCHORAGE iROLLER WINDOW,IMPACTONAI �NG\��` dR. 6/2af1 D ADDED ID CAP TO BE TEMPERED +3p}7 NOTE, NOKOMls,R3/27S A°•' 'i lS � NG,XOX(114-112-114) F.K. 411&07 C UPDATE TABLE4,SELECT VALUES DUE TO ANCHOR CAP.ADJ. P.O.eox 162s t f f 11 i 1 qq+; NOKOMIS,FL 34V4 I y(-ejj y$Q;(� °� �ei4 a' N° K^' A.LYNN MILER,P.E, F.K. 22aW J.J. 3/2#4 I NR7lo NTS 8 • 11 4127-10 E aea6alo6 ANCHORQUANTITIES XOX 113.1/3-113 WINDOWS TABLES NOTES: GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K,l ANCHOR TYPE 2.3,WOOD 2,CONIC 1,GONG 2,3,WOOD 2,CONIC 1,CONC 1. ANCHOR TYPES: &SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES 1-114"ELCO TAPCONS 2-1/4"ELCO SS4 CRETE-FLEX 3-1{12 STEEL SCREWS(G5) m m m m m m 2.GLASS TYPES: WINDOW SIZE HEAD&SQL HEAD&SILL HEAD&SILL HEAD&SILL HEAD 8 SILL HEAD&SILL D 4 q ' ' ' A.5/18"LAMI-(1/ 8"A,.090,1/8"A) FOR INSTALLATION IN THE HVHZ ABOVE 30 W Y B.5/18"LAMI-(1/8"A,.090,1/6"HS) FT,GLASS TYPES G-L SHALL HAVE A 48.000 x 36.375 f+C2+1+C2+1 2 1+C2+1+C2+1 2 t+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 C.5/18"LAMI-(118"HS,.090,1/8"HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND 48.000 i+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 D.7/18"LAMI.(3/16-A,.090,3118-A) ANCHOR QUANTITY REMAIN UNCHANGED. E.7/18"LAMI-(3/18"A,.090,3/16"HS) 50.625 i+C2+1+C2+1 3 f+C2+1+C2+1 3 1+C2+1+C2+1 3 t+C2+t+C2+1 3 1+C2+1+C2+1 3 t+C2+1+C2+1 3 F.7/16"LAMI-(3/18"HS,.090,3/16'HS) 54.000 t+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 t+C2+1+C2+1 3 1+C2+1+C2+1 3 G.13/16"LAMI IG-1/8"OR 3116"A(MIN.),5/18"OR 3/8"SPACE,5116"LAMI-(118"A,.090,1/8"A) 60.ODO 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1 t+C2+1+C2+1 3 t+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 H.13/16"LAMI IG-1/8"OR 3116"A(MIN.),5/18"OR 318"SPACE,5116"LAMI-(1/8"A,.090,118"HS) 83.000 t+C2+1+C2+1 3 1+C2+t+C2+1 3 1+C2+1+C2+1 3 t+ +1+C2+1 3 1+C2+t+C2+1 3 1+C3+1+C3+7 3 I. 13/16'LAMI IG-1/8"OR 3/16"A(MIN.),5116"OR 318"SPACE,5/16"LAMI-(1/8"HS,.090,118"HS) J.13116"LAMI IG-1/8"OR 3/16"A(MIN.),3/16"OR 1/4"SPACE,7/16"LAMI-(3116"A,.090,3/16'A) 53.125x 38.375 t+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 t+C2+1+C2+1 2 1 1+C2+1+C2+1 2 K.13/16"LAMI IG-1/8"OR 3118"A(MIN.),3118"OR 1/4"SPACE,7/18"LAMI-(3/18"A,.090,3/1("HS) •j,W% t+C2+1+C2+1 3 1+C2+1+C2+1 3 i+C2+1+C2+1 3 t+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 L. 13/16"LAMI IG-1/8"OR 3/16"A(MIN.),3/16"OR 1W'SPACE,7116"LAMI-(3/18"HS,.090,3116"HS) • • ••4625 1+C2++C2+ 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 t+C2+1+C2+1 3 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING •••••• 64.000 t+C2+WC201 3 +C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 • • --} DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. ••4awc 1+C2+1+ 2+I 3 7+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+f 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 •:•••• • 63.00♦! t+C2+ C2+1 3 +C2+1+C2+1 3 1+C2+1+C2+1 3 /+C2+1+C2+1 3 14C2+1+C2+1 3 1+C3+1+C3+1 3 HEAD&SILL: 101/2"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE • 60.000x488.375 l+C2+lw"11 4 +C2+i+CZ+1 2 1+C2+1+O2+t 2 t+C2+1x02+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 25 314"MAX.FROM CORNERS • JAMBS: 9"MAX.FROM CORNERS AND 22 1/2"MAX.O,C. •••••• 0 04&4DO t+C2+1+641 & +C2+1+C2+1 3 1+C2+t+C2+1 3 1+C2+t+C2+1 3 t+C2+1+C2+1 3 1+C2+1+C2+1 3 TABLE KEY: • �py�S t+C2+14 2+ 1+C2+1*C2+1 3 1+CZ+1+C2+1 3 1+C2+1+C2+1 3 1+C2a1+C2t1 3 1+C2+t+C2+1 3 X O X ••••• .••'i- • • 54.000 t+C2+1+C2+1 3 1+C2+1+C2+1 3EI+C2+l+C2+1 2+1 3 1+C2+1+C2+1 3.1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 ANCHOR QUANTITY PER JAMB ••••• .•%00: 1+C2+ +C2+1+C2+1 32+1 3 1+C2+1+C2+1 3 1+C2+1+C2+t 3 1+C3+1+C3+1 3 :goes: • 63.dbA f+C2+1+A24 11+C2+1+C2+1 3 +1 3 1+C3+1+C3+1 3 1+C2+i+C2+1 3 1+C3+1+C3+1 3 HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF 3 ANCHORS CENTERED • • 68.000x8.376 t+C2+yea, & +C2+1+C2+1 22+i 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 ON EACH MEETING RAIL PLUS(1) •••••• • 4jr I+C2+ +C2+1+C2+1 32+1 3 t+C2+t+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 ANCHOR AT EACH OPERABLE VENT • 60.62P 1+C2+1+C2+1 3 1+C2+1+C2+1 32+t 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 PLUS(1)ANCHORS AT FIXED SECTION. b�(t00 t+C2+ C +C2+t+C2+1 3 +1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 (9)ANCHORS TOTAL AT HEAD AND SILL •••••• ••46e. ba I+C2+1+ 2+1 3 +C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 311+C3+1+C3+1 3 (3-MIN.O.C.ANCHOR SPACING) •46••800 1+C2+1+C2+1 3 1+C2+1+C2+1 3 f+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 74.000x 38.375 t+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+02+1 2 25 3/4"MAX. 48.ODO 1+C2+t+C2+t 3 1+C2+1+C2+1 3 1+C2+t+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 —.-))-�-3"MIN. 50.625 1+C2+1+C2+1 3 t+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+t 3 t+C2+1+C2+1 3 1+C3+1+C3+1 3 +----t----+ +---------4-- 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+I+C3+1 3 9"REF. X 0 X 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 t+C2+1+C2+1 3 1+C3+1+03+1 3 T — 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+I+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1'RODUCTswitli D MTO.RAIL,TYP. esdwiur,ingg thoIlocide 84.000x38.375 1+C2+1+C2+1 2 NC2+i+C2+1 2 1+C2+1+C2+t 2 7+C2+1+C2ai 3 1+C2+1+C2+1 2 1+C2+1aC2+1 2 I1uD4ingCodc '. 48.000 I+C2+1+C2+1 3 7+C2+1+C2+1 3 1+C2+1+C2+1 3 I+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS AcceIanceNorlxp � 50.826 1+C2+1+C2+13 f+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 SHOWN IN TABLE KEY ABOVE n 64.000 1+C2a1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+c3+I+C3+1 3 Ml4m 4dePradltct" ntro 60.000 1+C2+1+C2+1 3 11+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1 3 1+C3+1+C3+1 3 263/4"MAX. C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1 3 1+C4+1+C4+1 4 63.000 1+C3+1+C3+1 3 1+C2+i+ 1112"TYP�I•--3"MIN. 141�f 11 I i 86.437 x 38.375 t+C2+1+C2+1 2 taC2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+/+C2+1 3 1+C2+1+C2+1 2 1+C2+t+C2+1 2 — LYNN 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 9"REF. X O X '��O,..........'e 50.625 1+C2+1+C2+1 3 l+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+l+C2+f 3 1+C2+1+02+1 3 1+C3+1+C3+1 3 P�. �%CENS, 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 t+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 * No.58705 *'' 60,000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 I+C3+1+C3+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1 3 1+C4+1+ 4+1 4 V.RAIL,TYP. _ 63.000 1+c3+1+C3+1 3 1+c2+1+cz+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1 3 1+C4+1+C4+1 a EXAMPLE CLUSTER W/ QTY.OF(4)ANCHORS = o : J.J. 1Nf7/1} - E NO CHANGE THIS SHEET - �O,�'•, STA E F 1070 TECHNOLOGY DRIVE LALUM. CHORAGE SPACING XOX 1/3-1/9-1/3 ;FS,S/o oR4o, G��'�.� J.R. 8WII D ADDED IG CAP TO BE TEMPERED +30FT NOTE. NOKO4AS,FL 34276 F.K. 4/1607 C UPDATE TABLE 5,SELECT VALUES DUETOANCHORCAP.AWP.D.aOxism HORIZONTAL ROLLERW/NDOW,IMPACT ''��,,I NAL4414 F.K. 22&wJ.J. 3!13/06 NOKOMIB,PL 31271 19r161y Setter NTS 9 d 11 4127-1Q A.LYlx1tLER,P.E. E P.E/68706 ANCHOR QUANTITIES,XO&OX WINDOWS TABLE 6 NOTES: " GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K,L 1. ANCHOR TYPES: ANCHOR TYPE 2,3,WOOD 2,CONC 1,CONC 2,3,WOOD 2,CONIC 1,CONC 1-1/4"ELCO TAPCONS 2-1/4"ELCO SS4 CRETE-FLEX 3 412 STEEL SCREWS(G5) &SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES 2.GLASS TYPES: WINDOW SIZE `t w w h im w rn 2 6(_0 g � 2 W � B.5116"LAMI-(IN'A,.090,IN'HS) D FOR INSTALLATION GLASS TYPES IG-TL SHHE ALL HAVE A 30 W V H °d < x o6 -Qa x°+I < x "5 < =ar =A6 C.5/16"LAMI-(118"HS,.090,118"HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND 37.000 x 38.375 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 D.7/16"LAMI-(3118"A,.090,3116"A) ANCHOR QUANTITY REMAIN UNCHANGED. E.7716"LAMI-(3116"A,.090,3118"HS) 48.000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 F.7/16•LAMI-(3/16°HS-090,3/16"HS) 50.625 1+C2+1 3 1+C2+1 3 1 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 G.13/16"LAMI IG-118"OR 3118"A(MIN.),5118"OR 316"SPACE,6/16-LAMI-(10A,.090,11W A) H.13716•LAMI IG-1/8"OR 3/16"A(MIN.),5/16"OR 378"SPACE,5/16"LAMI-(118"A,.090,1/8"HS) 54.000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 I. 13/16"LAMI IG-118"OR 3116"A(MIN.),5/16"OR 318"SPACE,5/18"LAMI-(1/8"HS,.000,IN'HS) 60.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 J.13/16"LAMI IG-1/8"OR 3/16-A(MIN.),3/16"OR 1/4"SPACE,7116"LAME-(3716"A,.090,3716"A) K.13718"LAMI IG-1/8"OR 3/16-A(MIN.),3/18"OR 114"SPACE,7/16"LAMI-(3116-A,.090,3/18"HS) 63.000 1.1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+13 L. 13116"LAMI IG-1/8"OR 3/16"A(MIN.),3/16"OR 1/4"SPACE,7/16"LAMI-(3/16"HS,.090,3/18"HS) 48.00LTZ 3T.375 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 • • ••••48.000 1 G 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 3,WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING •••••• 2t 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. • • .... •••;4625 1+(42+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 54.000 1{C2+1 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 HEAD&SILL: 101/2"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE. •••••• • 18 314"MAX.FROM CORNERS. •• • 60.000 1*"10 8 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 JAMBS: V MAX.FROM CORNERS AND 221/2"MAX.O.C. •••••• •••+153.000 1+0001 •9 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 TABLE KEY: 0 X ••••• WAR&*48.375 1iQQ*4•Al 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 • 3 •••••• •• 44000 1+C•741.3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 2+C3+2 ANCHOR QUANTITY PER JAMB • • •• • 64625 -17W-4• 1+C2+1 3 1+C3+1 3 1+(2+1 3 1+C2+1 3 1+C3+1 3 HEAD AND SILL ANCHOR QUANTITIES C•7# •••••• A CLUSTER OF(3)ANCHORS • • • 54.000 11:Ce�t1. 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 CENTERED ON THE MEETING RAIL •••••• • •§0.000 1 •4 1+C2+1 3 1+C3+1 3 1+C3+1 4 1+C2+1 3 1+C3+1 3 PLUS(2)ANCHORS AT OPERABLE • • • 3'000 1+C3+1 4 1+C3+1 3 1+C4+1 3 1+C3+1 4 1+C3+1 3 1+C4+1 3 VENT AND FIXED SECTION.(7) • •i•••• 60•000 x,8.375 1*C2F1 >! 11+C2+1 2 2+C2+2 2 1+C2+1 3 1+C2+1 2 2+C2+2 2 ANCHORS TOTAL AT HEAD AND SILL. • 481000 1+C2+1 3 1+C2+1 3 2+C3+2 3 1+C2+1 3 1+C2+1 3 2+C3+2 3 (3"MIN.O.C.ANCHOR SPACING) 50.625 1+C3+1 3 1+C2+1 3 2+C3+2 3 1+C3+1 3 1+C2+1 3 2+C3+2 3 54.000 1+C3+1 4 1+C2+1 3 2+C3+2 3 1+C3+1 4 1+C2+1 3 2+C3+2 3 f rr 374"MAX. L j 1--3"MIN. 60.000 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 -------k + 63.000 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 9"REF. X O 66.000 x 38.375 2+C2+2 3 172+1 2 2+C2+2 3 2+C2+2 3 1+C2+1 2 2+C2+2 3 MTG.RAIL a oornpCPg whh d D 48.000 2+C2+2 4 1+C2+1 3 2+C3+2 3 2+C2+2 4 1+C2+1 3 2+C3+2 3 as comPlving wph Um Florida 13uiiding Cods _ 50.625 2+C3+2 a 1+C2+1 3 2+C3+2 3 2+C3+2 a 1+C2+1 3 2+C3+2 3 EXAMPLE CLUSTER W1 QTY.OF(3)ANCHORS ncoroun�allo 54.000 2+C3+2 4 1+C2+1 3 2+C3+2 4 2+C3+2 4 1+C2+1 3 2+C3+2 4 (SHOWN IN TABLE KEY ABOVE) 60.000 2+C3+2. 4 1+C3+1 3 2+C4+2 4 2+C3+2 4 1+C3+1 3 2+C4+2 4 frtimm Dade re 63.000 1+C3+1 4 1+C3+1 3 2+C4+2 4 2+C3+2 4 1+C3+1 3 2+C4+2 4 18 3/4•MAX. 74,000 x 38.375 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 1 172"TYP. -'{I I--3"MIN. 48.000 2+C3+2 4 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C2+2 3 2+G3+2 4 4icLeYNNSN g REF F��4 .4.+C +2 +2 4 2+C2+2 3 2+C3+2 450.625 2+C3+2 4 2 54.000 2+C3+2 4 2+C3+2 3 2+C4+2 4 2+C3+2 4 2+C3+2 3 2+C4+2 4 = *' No.58705 60.000 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+C3+2 5 2+C3+2 3 2+C4+2 4 MTG.RAIL = 63.000 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+C4+2 5 2+C3+2 4 2+C4+2__51 EXAMPLE CLUSTER W1 QTY.OF(4)ANCHORS n j.+y�*/"�j' J.J. 7Wf7/11 R"E ND CHANGE THIS SHEET °M° ��O'•. STATE'OF2_ _J R7" MW o AODEOIocAnroe�renenEaEo +soFrNorE. t07aacor,sF°�.z;b"EP ANCHORAGE SPACING,OXANDXOWINDOWS ;�`�.S,F(Da1DP..-'C"�'; F.K. u1"7 C CHarA&EXTOO,ASaECTVALUES DWTOAWHORCA.AN P.o.Bgx15m ALUM.HORIZONTAL ROLLERWiNDOW,IMPACT ',,,ONttLLAL11EC,`• aw: NOKOMtS,FL Ja27a Vplb(y Boar a.r.+ar� ~' A.LYNA MZt. F.K. ?128108 J.J. &2$W HR7f0 NTS 10 a 11 4127--10 E P.E.A 58706 • i 13/4"MIN.E.D.TYP. NOTES: NOTE 3 zx wooD euac, MIN.3.4 K51 f�—. � 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DARE COUNTY APPROVED 1/4"ELCO CONCRETE 1 3/8" TAPCONS EMBEDED 1 3t8"MIN.OR 1/4"SS4 CRETE-FLEX EMBEDED 1 3/4"MIN.. MINIMUM DISTANCE FROM " MIN. ANCHOR TO CONCRETE EDGE IS 13/4", FLATHEAD ANCHORS MUST BE#12 TRIMFIT HEAD. • ;; NOTE 1 1x WOOD v �` 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(G5)OR 1/4"SS4 CRETE-FLEX WITH NOTE 3 BUCK, - 71 -� - #12 TRIMFIT HEAD. -- —. [ 3.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS 114 1!4" I THAN 11/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. M MAX.J WOOD BUCKS DEPICTED AS 2x ARE 1 112"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD SHIM SHIM BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. CONCRETE WOOD ANCHOR, ANCHOR, 4.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8083-T5 AND A MINIMUM NOTE 1 DETAIL A NOTE 2 DETAIL B OF 1tV'THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A •••• TYPICAL FLANGE FRAME HEAD SECTIONS #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET,THE • RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. • • MAX* •• 5.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER •••91i jl JI 1X18" 1/4"MAX.SHIM—+�I I�- 1 114"MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. •••••• • • tMIN. • I I • • (1.5 KSI CMU) • • • :v OR • PER NOTE 1 • • (3.4 KSI CONCRETE) CONCRETE ..... WW _ • • • ••••• ANCHOR,• ANCHOR, L7 • • •r�OT!3• • NOTE 1 , 1 3/4" EXTERIOR INTERIOR •••••• '1 MIN.E.D (HEA F&SILL DETAILS A B,C,b, &H) • • • • TYP. _ •••••• • •• .....• SEE NAILING *so • 2x i BI.CK,NOTE 3 Ix WOOD BUCK,NOTE 3 • •••• • INTERIOR __...... • CE TAT G DETAIL F (JAMB DETAILS E.F 81) -- •o o e • TYPICAL FLANGE FRAME JAMB SECTIONS EXTERIOR CONCRETE rl ANCAR; l WOOD DETAIL H (HEAD) NOANCHOR, NOTE 2 NAILING 131 DIA.MIN.x 21t2"NAIL PRODUCfRBViSCD AT CORNERS AND 5"O.C. a complying with the FloNa 1!4" 1/q• TYPICAL DETAILS G,H B I. 13ultding Code MAX. MAX.—� i ccspmnce SHIM SHIM SEENOTE 11 /83 MIN. NAILING -- MIN.3.4 KSI E D4 TYP. SEE NAILING ��0 Y LYNN /i Mid CONCRETE 2x WOOD • — ��;. �,,GENSF'•,F,Q �� DETAIL C BUCK, DETAIL D NOTE 3 — DETAIL G(SILL) DETAIL I(JAMB) *i No.58705 * _ TYPICAL FLANGE FRAME SILL SECTIONS TYPICAL INTEGRAL FIN FRAME SECTIONS = o J.J. 10117111 E NO CHANGE THfB SHEET °iep01 (7'•.• STA F . 1070 TECHNOLOGY DRIVE -�- ANCHORAGE DETAILS ' F J.R &2W11 O NOCHANGETHISSHEET Noxanis,fL9n7a t., F.K. .4/15,07 C ADO CF.FR4ME.CHG:NOTE6TOFBC,CtlRREN7EDITION•' P.o.•ox,a2o `=,l ALUM.HORIZON ROLLER WINDOW,IMPACT �'SS�ONA��?�� ow: aa: NOKOMIB,FL 94274 VW6,&gutty E""` �" °i•MAb' �b" k LYNN TIER.P.E. F.K. 1/1&08 J.J. 3123/05 FIR71D Half 11 a 11 4127-10 E P.E." LER MIAMI MIAMI-DADE COUNTY,FLORIDA OTRODEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY P1111805UCT S.W C 6`h Sttreet,SRoomlON 08 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590. F(786)315-2599 NOTICE OF ACCEPTANCE NOA www,mtamldad ovl ra/ PGT Industries 1070 Technology Drive Nokomis,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County PERA— Product Control Section 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. PERA 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"SH 700"Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No.4040-20, titled"Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D"dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, 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: Miami—Dade County Product Control Approved Shutters Or Protection Devises shall be required for Glazing Option"M"at installations above 30 Ft.above ground(See sheet 1 of 11). LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state,model/ series 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 donq jin jt%egtirety. . .. INSPECTION: A copy o; this ;pt1PP:01 0i. W11'be provided to the user by the manufacturer or its distributors and shall be avai0Ae fpr ifigUAidn k lhe►job site at the request of the Building Official. This NOA revises NOA No. 11-0405.10 and consists of this page 1, evidence pages E-1, E-2 and E-3, as well as approval document mentioned at2ovq.•. • The submitted documentat qq tyros reviond by Jai*'(Cl%Caseon,P.E. . .. 0 . . . . 0 0: . . MIAMI, DEC COUNTY NOA No.11-1013.14 C ' (yP4►G1 Expiration Date: March 26,2016 • 2� 1 Approval Date: November 03,2011 • ••• Page 1 . . . . . . . . . . . .. .. . . . .. .. PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040-20, titled"Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on:1)Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA No.07-0322.06) 2. 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 an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL--4958 and FTL-5063, dated 10/03and 11/21/06, both signed and sealed by Edmundo Largaespada,P. E. (Submitted under previous NOA No.07-0322.06) 3. Test reports on:1)Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA No.07-0322.06) 4. Test reports on:1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'&Mr460 and.FTL..4723, dated 10/05 and 08/11/05, both signed and sealed by Elmundi �argieipi4i A.E. (Submitted iurd"jbrMotts 7VVA Na 05-1018.01) 46 • •• ••• �eD. o ,P.E. . Product Control Section Supervisor • •• NOA No.11-1013.14 • •• Expiration Date: March 26,2016 Approval Date: November 03,2011 Or . . . . . . . . . . . .. .. . . . .. .. . ... . . . ... . . PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 3) Test reports on:1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4) Small Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test,per F13C 2411 3.2.1, TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4947 and FTL-4650, dated 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.05-1018.01) 4) Test reports on:l) 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 an aluminum single hung window, with fin flame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4948 and FTI,-4646, dated 08/10/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.05-1018.01) C. CALCULATIONS I. Anchor verification calculations and structural analysis, complying with FBC-2007, dated 01/11/2011,prepared, signed and sealed by Robert L. Clark, P. E. Complies with ASTM E1300-04 (Submitted under previous NOA No.11-0128.43) D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their"DuPont ButaciteO PVB Interlayer"dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their "Safi" and Vanceva clear and color interlayers" dated 05/05/2011, expiring on 05/21/2016. .. ... . . . . . .. . . . .. . . . . . . .. . . . . ... . Jaime D.Gasco i,P.E. • 0:0 ••• Product Control Section Supervisor . ..: . NOA No. 11-1013.14 .. Expiration Date: March 26,2016 E_2 Approval Date: November 03,2011 ... . . . . ... . . . .. .. . . . .. .. ... . . . ... . . PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and compliances with the FBC-2007 and FBC-2010, dated October 07, 2011,signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independency, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 3. Laboratory compliance letter for Test Reports No.'s FTL-4957, FTL-4958, FTL-3063, FTL-4645, FTL-4649, FTL-4723, FTL-4947, FTL-4650, FTL-4948 and FTL--4646, issued by Fenestratiotl Testing Laboratory, dated 10/03/06 through 08/10/05, all signed and sealed by Edmi;ndo Largaespada, R E. (Submitter)under previous NOA No. 07-0322.06 and OS-1018.01) G. OTHERS 1. Notice of Acceptance No. 11-0405.10, issued to PGT Industries for their Series "SH-700 Aluminum Single Hung Window -- L.M.I.", approved on 04/21/2011 and expiring on 03/23/2016. .•• . .. . . . ... . go: Go@ Jaime D. Gasc n,1?.E. • Product Control Section Supervisor •. NOA No. 11-1013.14 Expiration Date: March 26,2016 Approval Date: November 03,2011 ®NOTE: 1 1 LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 3/18"WITH NO CHANGE fl (-1 IN DESIGN PRESSURE. 41 1/2'NOM. 44 GLASS BITE Ire NOM. GLASS BITE :7 I k C]EXTERIOR INTERIOR 37 O Ey— (ALL SECTIONS) 80,81 or 82 83,84 or 85 •••••• • • w • 1/8'ANNEALED OR HEAT STRENGTHENED GLASS 3116"ANNEALED ALED OR HEAT STRENGTHENED GLASS :000* • • • ~ 090 SOLUTIA OR DUPONT PVB INTERLAYER • • •••••• 118°ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER • 5/18"NOM. 3118°ANNEALED OR HEAT STRENGTHENED GLASS 000000 0000 •• •• • • • • GLASS TED LAMINATED 5/16"LAMINATED 0000• 0000 0000•• 7!16°LAMINATGLASS •.••. •• 0000 • -- •••••• • •• 0000•• D �� • 0000 • • 0 • • GILASS SITE 9000•• 0000 • 12'NOM. � • ir NOM. J GLASS SITE ED 38 � (86,87,88 or 92 89,90 or 91 PRODUcr R[iVISBD a wngdying with the flotide l3u0ding Codo Amptottoe No l 1/8"ANNEALED OR HEAT STRENGTHENED GLASS3M8"ANNEALED OR HEAT STRENGTHENED GLASS Mimdl we Productcontra 090 SOLUTIA OR DUPONT PVB INTERLAYER 090 SOLUTIA OR DUPONT PV8 INTERLAYER 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/18'ANNEALED OR HEAT STRENGTHENED GLASS 5M8"LAMINATED 7/18"LAMINATED AIRSPACE AIRSPACE \`��I LYNN Ml(�E4','� 1/8"ANNEALED OR TEMPERED GLASS® 1/8"TEMPERED GLASS® NSF 13118"NOM. 13!18"NOM. A' .QN 13!16"LAMI IG GLASS W/5/18"LAMI 0.58705 13/16"LAMI IG GLASS W/7/16"LAMI = N �c c_ aw.eq, our awiwa o..e+"� Q Jo to tl dJ. tfW7/JJ YD 4 NO CHANGES THISSHEET „a•., .:•_\ J.R. SIX I_WQ4N1Mf C CHANGED CAP GLASSTIPETO7&IfPEREDFROMH3 1070E p Ne GLAZING DETAILS '3427a ��O LOR'o°=•• Oma` .,T�••........ * PX JJnaroe aijM�B ADD JTEMB17Od✓JBtAM1Ja—OF .0.01A88 dtAA#IGNOTE. PA.BQK1g2Y ALUM.SINGLE HUNG WINDOW IMPACT �,`SSIONA�,,` F.K. 8/JA'la J.� ?/29tV7 NGODMG.FLefZr4 1/uFbbBeto9- 23N700 FUlI 2 • 11 � A.NIGNMILLIEt;P.E. 4040.20 D FL P.E.#58705 111 FLANGE OR INTEGRAL FIN WIN DOW8 W/HIGH SILL OPTION BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS TABLE 1, WIDTH GLASS TYPEWINDOW HEIGHT "O„ 83" 68" 88" 70" 74,, �« A,B,M +80.0 800 +80.0 -80.0 +80.0 800 +80.0 80,0 +8p,p •80.0 +80.0 -00.0 +80.0 -80.0 MEETING RAIL 80" A'B'M +80.0 -80.0 +$0.0 -80.0 +80.0 -80.0 +80.0 HT. 82" A,B,M -�•0 +80.0 •80.0 +80.0 -80.0 +78,0 -79.0 +80.0 •80,0 +80.0 80.0 +80.0 80.0 +80.0 •80.0 +78.8 -78.8 +77.3 077,3 +76,8 -76.9 qq ba 1!8" A,B,M +80.0 80.0 +80.0 •80.0 +78.8 "X" H UP TO 93118" C,D,E,F,G,H,1, K,L + 78.8 +78.2 078,2 +78.8 -78,8 +76.4 -75.4 +74.0 -74.0 J 80.0 80.0 +80.0 -80.0 +80.0 -00.0 +Bp.p .80,0 +80.0 60.0 +80.0 80.0 +00.01 -0 STANDARD VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WIN DOIII$WI HIGH SILL OPTION BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS TABLE 2, WIDTH GLASS TYPE WINDOW HEIGHT „O" 3e 3/e" 44" 60 8ro" 63" 72" 74" » •••• ,Ip» A,B,M 76 • +80.0 -80.0 +80,p 80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -0.0 +70.0 •70.0 +70.0 •0.0 HT. [MEETING RAIL A,B,M ••••i •••• • 0 62"o A,$, +80.0 -80.0 +80.0 -80,0 +80.0 -00.0 +79.9 -78.8 +70.0 -70.0 +70.0 -700 +70.0 -70.0 �� •••••• +80.0 •80.0 Va's"00000 0.0 +80.0 •80.0 +76.9 "X" H •••+•• • • 8311811 -78.9 +t0.0 170.0 70.0 +88.8 66,8 +87,8 87.8 A B,M +80.0 -80,0 0.0 +80.0 •80.0 +780 -75.0 +68.0 .0 +88,7 •88.7 +86.8 66,6 •• • Ij i1d/8" C,D,E,f,0,H,1 J,K,L +80.0 •80.0 0.0 +80.0 -800 +80.0 -80.0 +70.0 +70.0 -70.0 +70.0 •70.0 • •9••99 •••• • • • ¢lJr$joal VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN VYINQOWS WI HIGH SILL OPTION® TABLE 3. 0000• 0000 • • B•A�r�ON FLANGED WMDOW TIP-TO-TIP FRAME DIMEN IONS 0000. •• • a • • • • WINDOW HBGHT MINUS BASH FIEIOHf • • • •• WI TH 01 AS8 TYPE ( -- :000*: Ow HT.W!$A8H 78"fLANOED AND 78"INTEGRAL FIN) w T• 17 1!8" 2211/18" 28 3118" 33 314" 38 H18" 4413118" "O" MINUS • • D,E,F,J,K,L +80.0 -80,0 +80.0 -80.0 +80.0 80.0 +80.0 80.0 +70.0 -70.0 +70.0 -70.0 +700 70.0 +70.061 0.0 NT, SASH 0.000• • •• 0999••, • • HT. • •��• 77/le" PE8' MEETING RAIL TEST REPORT$ TABLE 4. "X" •s•.•• •••• I-(it8"A.090,1!8"A FTL-4647,4848,4723,4967 S • • lk I-(1/B"A,.090,1/8"HS) I- 1/8.HS,.080,1/8"HS) FTL '047,4648 - 3/18"A„080,9/18"A Fn 4847'4848 F71161 "LAMI-(YIWA„080,3l18"MS) FTl 4846,4886 F. LAMI-(3l18"HSO803118"HSLAMI 10-1t8"T,AIR SPACE,811 "LAMI-(1/8A,.O80,1/8"A) � 5 RODuc r arvlseDFTL•4848,4723"RAMI 10.1/8"T,AIR SPACE6/18"LAMI 1/8" Bolding Code � FTL••�4648 Acoept 00,LAMI 10-1/8"T,AIR SPACE6/18"LAMI- Bt a LAMI 10-118"T,A8T SPACE,7118"LAM1• 18"A,.090,3118"A) K.13/18"LAMI 10-1l8"T,AIR SPACE,7/18"LAMI-(3/18"A,.090,3/18"HS F71 4849,4Bb0 ® � P a L.13!18"LAMI 10-1/8"T,AIR SPACE,7/18"LAMI. 3/18"HS„090,3118"HS) PLA"9•� 4868 M.13/18"LAMI IG-1l8"A,AR SPACE,6118^UMI- 1/8"A,.090,118"A) pTM•g 111 NOTES: 1.WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF+64,0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN �c PRESSURES ARE UNEFFECTED. 2.FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1"FROM THE FLANGED TIP-TO-TIP FRAME DIMENSIONS. ® ' 3.AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 5/8"MINIMUM TO 38"MAXIMUM.® = k: No.58705 = * ix- AA 1007/11 O NO CHANOF811#86H6ET _ . LUQ �R. 001/11 0 "NOW CAP OL40TYPETOTNAIPERFDPIQg11l,S ,OI41ECIagtoorDAM DESIGN PRESSURES F.K. 11H3•DB BPllw NDI�OM110,PLMZ76 �.tF•.,FIOR\OP•'�� a„" leer va 1ea� ALUM.SINGLE HUNG WINDOW IMPACTA�- PJG W1�06 JA ?/m? IIOK01•g,fi9{274 V[rtbb Barer "1141 b °1k "p.ww A.LYffl(111611d( ,P.E. 40400 D FL P.E.#58705 53118"MAX.FLANGED WIDTH 52 1/8"MAX.I.F.WIDTH 49 518"MAX.FIXED_], D C i l DLO(ALL) 175'MAX. ......' — _ 75"MAX. I 75 MAX. O LF. A A I.F. C� LF. STA DE / D—J HEI HT SEE DLO HEI T SEE DLO �� HEI HT L ® TABLE ® TABLE �__ FLANGED L FLANGED FLANGED •••• SEE DLO _ 3SASH" NEI HT SEE DLO // �E HEI NT SEE DLO / -- T E HEI HT • • ••• • *TABLE X j M IE ••••: • ••• (MAW.) HEI HT TABLE x / NO EX 4 TABLE j NO E 4 • 48114"MAX. •••••• •••• •• •• VENT DLO(ALL) DETAIL B DETAIL C • • DETAIL A VIEW(STANDARD SASH- RADIUS TOPSTANDARD SASH • e E� • •••• • • – VERTICAL DAYLIGHT • • • •�• — OPENING •••••• •••• • I• 75"MAX. 175 MAK•I. FFIXED LITE •••••• I HEIHT E-j HEI LOW HIGH SEE DLO IOLD DETAIL SILL SILL TABLE // ® SEE TABLE 0 / ® A 341/2" 34 3116" O /// I 76"MAX. / 76"MAX. B 41 5/8" 411/4' FLANGED FLANGED C 41 1/4" 40 7/8" LEHEIGHT HEI HT D 52 5/8" 5211/16 1 1 521/4" 52 5/18" —L SASH raoDvcr ItEvtsED do SEE DLO TABLE X j I Cdc SggH SEE DLO TABLE X j SASH LOW HIGH B coaemp%fi+gwi+l+tho Nlari HEIGHT HEIGHT DETAIL SILL SILL A 34 1/2" 34 3116" p oonn e B 27 7/16" 27 1/8" DETAIL D DET_AIL_E C 1 7/18" 271/8" M;,",; uc+Cumroi D 16 3/8" 15 3/4" VIEW(CUSTOM SASH) RADIUS TOP(CUSTOM SASH) E 16 3/8" 15 3/4" TABLE 5. 111111 NOTES: LYNN Af/<e ply FI, 1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. �4�:'JGEN3E bC 2.SEE SHEET 7 FOR CORNER DETAIL VIEWS. 58705 3.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION.® z k No. – 4.SASH HEIGHTS FOR STANDARD SASH WINDOWS(DETAILS 8&C)ARE BASED ON A THREE OVER TWO FORMAT. OF �� J.J. 1W07Hf D NO CHANGES THISSHT - °'°�� 'Q••'•, StAt OF +moTecNrmwovoarve ELEVATIONS ';Oce' .,F�orelo.• C9; P J.R. rnf c NOCHAnK�ESTH1ss0lEEr NOIWMI•,FL842T6 �7' ALUM.SINGLE HUNG WINDOW IMPACT FJC 11/1&W I 8 AD WMGRALMLF. MW CHG.NOTEAADDNO'E4. F•o• 1� .�,,. •.r•w w,e A.LY�IdhJ11LL1�}�,P.E. aud.a roo+aoMls,FL MV4 Mlbb Batter SAN= NTS 4 - 11 4040-20 O FL P.E.p 58705 F.K. B/r/03 J.J. 1*12,W7 2.784"--1 NOTE:MIN,(1)SWEEP LATCH AT VENT CENTERLINEOR 26 27 OPTIONAL BOTTOM LOCKS,(1)6-FROM EACH SIDE OF SASH. NOTE:BALANCE PARTS USED 1 INSIDE INSIDE MAX.VENT DAYLIGHT OPENING ® BASED ON SASH WEIGHT 31 9,10,11,15,16 MAX. —— —_ ,a,� p •'�►�— �, -- ��—— FIXED LITE 2 710„ DAYLIGHT � 7,8 OR 17 _____._ 25 •••• OPENING • •••••• • • • OUTSIDE • 25 MAX.FIXED LITE DAYLIGHT OPENING •••••• • • • • MAX.WIDTH • •0to• SECTION A-A 6 • ourslDE _ INTEGRAL FIN(I.F.)FRAME SECTIONS® INSIDE .•.... .... . .. 23 000 • • 47 50 • • • i••••i • •• HE�HT04 • 21 •••••• • •• • 0••OUTSIDE I HIGH • • • • I SIL 2• • • • • LOW •••••• •••• • SILL MAX, VENT DAYLIGHT 49 HIGH SILL �$ LOW SILL HEAD JAMB OUTSIDE OPENING 68 2.710" 28 &I.F.FRAME q 53 ORODUCT REVISM OUTSIDE I u emnplying wph the plmfde Building Code Atxaw ptNo �. 53 6 ' 2.330" 2.946" IN7i product Com 52 (LOW SILL) (HIGH SILL) 63 SEE NOTE ABOVE 54 64 t l l l l l `��``N(0— AIR 3 9\--@ONLY ULTRALIFT 6g 67 ��•.\B ...ULTRALIFT SECTION B-B 12 ONLY SECTION C-C (LOW SILL SHOWN) ALTERNATE HIGH SILL RADIUS TOP = k EA o k. rtw•c..+ (HEAD DETAIL-FLANGED VERSION) ,✓,'10 41 !(W7/fi D NO CHANGESyW °riw" 'qfG t• StATEOF �Z . 01/01/!1 C I�CHAInCiC�4ifilSSFfEET 1�FL34MelvE SECTIONS ';O,��S,•FLOR10?�'�C�=� F.K.F. lf,/Im S ADDLF.SECTM88CONSOLVATEa4LCOA#KWENTS PA.9Qi(fe�. ALUM.SINGLE HUNG WINDOW IMPACT mow- tw. F.K, 6VlAb LJ. 3N7 NOKONIB,FLSW4 Visi yBatur I18lf S s 11 • � A. A.LAWMIU6Ef1'P'.E. 4040-20 D FL P,E.#58705 ITEM DWG# DNMP710N PGT# ITEM DWG# DESCRIPT►ON U62"sio 1 4002A FLANGE FRAM?HEAD 812225 60 1835 SCREEN SPLINE-.135 DIA HARD 2 1165 #8 X 1.000 QUAD PN.SMS 781POA 81 SCREEN CLOTH 3 40030 FLANGE FRAME SILL(LOW SILL 812220 63 606 GLAZING CHANNEL(.688 X.500) 5 1828 ADHESIVr: N CELL FOAM PAD 7PAW628 64 1161 #8 X 1.000 PH,BUGLE TEK 8 4004 FLANGE F JANE 812227 67 GLAZING TAPE.1/1 X 1 •711S LAM 113 7 4025 SASH STOP 812244 ® 68 4051" SASH BOTTOM RAIL(HIGH SILL 84051 8 4025 SASH STOP(EORESS)1.120 LONG 612244 69 4050" FLANGE FRAME 611 HIGH BILL) 84060 4029 SPIRAL BALANCE,318",518",OR 11118" 70 $iLK ONE,POW 89p,995 OR EQUN. 0 1080 BALANCE COVER 3/8"OR b/8" BBALCVIR918 60 A GLASS,5118" ,(1/8"q.090 PV0,1M3" #8 X.750 PH.PN.SMS 7834M 81 B.GLASS,5118"LAM 118A,090 PV8,1MI" S) 2 BALANCE BOTT RUEKET 7 TBKT 02 C.GLASS,5M6"LAM 1/8"HS,.090 PVB,'Il8'1.18 1085/108 SASH TOP GUIDE 42504 ® 83 D.GU►S8,7118"LAM, 1BA.O90 PVB,1/8" •••• 16 88 X t PHILLIPSFLAT HEAD 8.87E 78XSFPAX 84 E.GLASS,7118" ,(tl8"A.090 PVB,1M1'HS) • • •••i 6 80-1 BAI"NCE COVER,11I18" 6BN.CVR870 AN 85 F.GLASS,7M$"LAM,(1/8"H8,490 PW.1/8"HS) •••••• 47 4 4663 SASH STOP COVER 84069 08 0.GLASS, SPACE,6 13/18"LAtuN fG 4111 (r,NR 118"LAM,(119"q.090 PVIG,118'' &n • • ••••• 1 40 9-1 SASH BRACKET 7UL8 KT 87 H.GLA8S,13118"LAM 10.vr,AI SPACE,611 "LAM, 1!8""q.090 ,1 •••••• • • 419 • 08-32 X 12"LG.PH.FH.TYPE F S.STL 7832X72FPFX 88 1.GLASS.13/16'LAM 10;118'7,AP SPACE,5116"LAM, 1/8"HS,.090 PVIG,UB'm) •• • 1 .4014C F&D METING kAIL 64084C ® 69 J.GLASS,13M 8"LAM IG;t lb"T AgR BPACE,7116"LAW.,(3116-A.090 PVB,3116"A) 29 0 6C SASH LOP RAIL •i•••• •••• 84008 90 K.GLASS,13116'LAM 10;118'7,N 9PAC ,7118"LAM,(3/18""•080 PVB,3M8"HS) • • 86 •-1936 WSTP.,.170 X 2 0 BIVCK,FIN SEAL 47810(0 91 L.GLASS,I3M 6"LAM IG;1/8'T,ABR SPACE.7M8"LAM,(3/18148,.090 PVB.11WHS) •••�•• •••• 8 SWEEP LATCH 71006 F 92 Ila.oms,1 1 " ;1 1 ••••• •• • 264 04016 #8 X.625 PH.FL.SM6. Ma ' • • •• •• 07 SASH BO RNL lOW 8AL $12 30 •••• • 30 1228 WST BULB VINYL 8 49 t 4008 SASH SIDE RAIL 012231 • •••• •••• 94 •1798 SASH ACE GUIDE 42501 • •••• 15 •4622 LAM SET19N BLOCK 3/32"X 25M4"X t" 71822K 1 8 • 1 2 LAM 10SFMNGBL K1"X3/4"Xt11S" 55 •••••• •••• 710621 • • 37 1224 VINYL BULB K K) 8TP247 ,K •••• 38 1226 VINYL GLAZ,B BULB(THIN) 8 248K 41 40398 GLAZING BFJW.""LAM.GLASS. 840398 47 FRAME,I.F.HEAD 42 4Q448 GLAZING BEAp,6118 LAMVWORILL KR 844703 #4071 A,6063•T6 44 4222A GLAZING DEAD,7118" 84222 46 9850 GLAZING BEAD,7/18"LAMVWGRILL KIT 6986 ®48 FRAME,I.F.LOW SILL 46 4067 GLAZING BEAD,13110-LAN 1.G. 84087 #4072A,8063-T6 47 4071A FRAME,I.F.HEAD 84071 ® r�tooucrlseviseu 48 4072A fRANE,I.F.LOW SILL $4072 ® 2,37 r complying with die Morido 19 4073" FRAME,I.P.HIGH 811E 64073 Bulling Code 60 10748 FRAME,LF.JAMB Acwpranoe No 1 84074 Do r52 4009 $ILL LATCH EGRESS)(LOWSILL) 704009 =NOM 63 1088 SPRBJO,SILL LATCH(EGRESS 78PRNO THIClME8$ 4. 71Mi .do4.!. c.to L84 2740 SILL LATCH 8 KGH ILL) 627402 1014 SCREEN FRAME(NOR.$VER. 81014 082 NOM 1830 SCREEN COiRNER KEY VV/RINGB 718907HICKNESB 1831 SCREEN CORNER KEYW/OUTRINGS 718314� 1073 SCREEN SPRING 7CASP `� � ••1624 SCREEN SPLINE-.135 DIA FOAM 01624K E.I.F.JAMB FRAMFRAME,I.F.HIGH SILL ® 50 #40746,6063-TB *; NO•`'SjpS 849 #4073A,8089"78 (USED AS RADIUS TOP HEAD) _ * I W AaS 10107/ii D NOCHANOES7y#88HEET1`3 E'F n1mvp Aldo—' +oroteariaLooraavE PARTS LIST "0 5�P J.P. WMt/11 C clbvvoEocnPolAasn"TOX%NWRnIWOArrre NO roMtauye �o ',,Ppm••., F,oR�O'�?: RK 1V�w1M3!IM alilvargpctg� ALUA�LSINGLEHUNGWINDOW/MPACT �'�,FSSIONP�;`' F.K. 8HA)6 J.J. Y/1aN7 NOIIOAMB•fLfr274 lRrtb$Betror 700 NTS 8 a 11 4040 ZO p A.LYNN MILL!iaK P.E. FL P,E.#68705 J.062— I.F.FRAME SEALANT ALONG ENTIRE JOINT 1 or 47 % I.F.FRAME2z.7sa 1111.T- 2.8302.330 T-1 .062 6or50 O FLANGE FRAME HEAD 1 #4002A,6063-T6 I f--2,784 I 1749 O. FLANGE FRAME SILL (LOW) AEON 6 Or ALONG •:•• #4003C,6003-T6 SCREW •••••• • • • BOSS(2) • • • • • SEALANT OR GASKET •••••• I AT HEAD AND SILL •••••• • • • • 1 1 2.710 �•••-1.613-j 738 1 •• • �•�'.Q9�2 --k;-06J2 .490 .040 ' '� VIEW D-D VIEW E-E •••••• •••• •• •• �-►-1.451{ • • • • ••••• •••• •••••• (1/1&VIEW HEAD 8 SILL,RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) SASH STOP SASH STOP COVER FRAME CORNER CONSTRUCTION ••••• •••• •ON-ANGE FRAME JAMB O #.025.6063-T5 17 #4053,6003-T5 — — — — 050 • • • •• �i ,• #4004,8063-T6 • • • ••••;USED AS RADIUS TOP HEAD) -+I 1.185 • .678 •••••• • •• •••••• 2.326 • • • • 1 1.098-{� --+I • ••.. • •• I--2.279--1 T oe2 I 41 GLAZING BEAD,5/16" • - ff #40398,8083-T5 '•••'• 082 ( 2.155 1.707 .082 1.979 ` nil O SASH SIDE RAIL .062 � 31 #4008,608375 21 FIXED MEETING RAIL 23 SASH TOP RAIL 28 SASH BOTTOM RAIL(LOW) .678 #4054A.6063HD-TOA #4006C,6063HS-T6 #4007,6W3-T5 ,050--► 0501 1.096-}�—�i� .-1 O GLAZING BEAD,5/16" -ODUCT.RLVISOD t— _'.678 42 #40448,8063-T5 a sc"niyinswillidwFWfilu 2.328--1 1.096—�—^�T Building Colo „• .3�t (USED Accnptm�ceNo G,•`GI�'. un nro 082 2.948 � O GLAZING BEAD 7/16" mii�nl ¢ykoducl Comm 3.446 #4222,0063-T5 2.838 883 .050 062 �tllltll .678 1 1.097 ,�al LYNN y !•,� 050 GLAZING BEAD,13/16"IG j0 CENSE '•� H--2.784—►I 1.115 46 #4087,6063T5 O FLANGE FRAME SILL(HIGH) 68 SASH BOTTOM RAIL (HIGH) 45 GLAZING BEAD,7/16" k NO.58705 69 #986C,6083-T5 = icR�`-- Q___ #4050A.6063-T6 #4061A,8083•T5 _ (USED W/GRILL KIT) a O 1•�6I W J.. 1Q/07/11 O NO CHANGES THIS S TATEOP• J •.'Z�� 1070 TECHNOLOGY ORNE EXTRUSIONS&FRAME CORNER DETAIL '.,0 ••..,. .LR. 04/01/11 C NO CHANGES THIS SHEET NOKOWS,FL 34276 *" i�SS'/ONAL��\ UPDATE FRAME CORNERASSEMBLYTO)NCLUDELF. ra. fos• .— ALUM.SINGLE HUNG WINDOW,IMPACT �,, ,, FK 11f13A7Q B — o„c NOKor,�,FL 342T4 S�Gib1y Baer °1'Tb010 1 i"" „` '""o"° •� A.LYNIJMILW ,P.E. F.K. WfI05 LA 7/2,W7 8FI700 I.18lf 7 • 11 4040-10 D FL P.E.#58705 ANCHOR QUANTITIES FOR 1/1 FLANGED WINDOWS TABLE 6. ANCHORAGE NOTES: WINDOW HEIGHT 1. ANCHOR TYPES: 1-114"ELCO TAPCONS 2-1/4"ELCO SS4 CRETE-FLEX SUBSTRATE: 28.603 34.603 1 40.603 46.603 52.603 58,603 64.603 76.000 3-#12 SCREWS ANCHOR TYPU 0 L)ZOZ Z Z 2.ANCHOR LOCATIONS ARE BASED ON THE WINDOW GLASS ToZOZZ zM° N �U NU NUD11DIMENSIONS. 0pUU M V V V HEA8 !2 MAX. TOP CORNERSWIDTH TYPE pp C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS-17 112"MAX.FROM TOP CORNERS __ _..._....-----_ ---.- _--_ .--._ ._ _.. __...,..._. ._.._..- _.._.——---_.--. _ __._.....-_.. 15"MAX.FROM BOTTOM CORNERS H,I,J,K,L 1 2 1 1 1 1 1 2 1 1 1 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 3 8'MAX.BELOWMTG.RAIL 19.125 ®SILL-ANCHORS NOT REQUIRED A,BM 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1a 1 1 112- 1 1 12 2F2 1 2 2 2 2 2 2 2 2 2 2 2 22 T221_21_2 2 2_2T_2 2 2 2 2 2 2 2 3 2 2 3 3 3.INSTALL PER THE ADJACENT TABLE ANCHOR •••• C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 -1 QUANTITIES USING THE DIMENSIONAL CRITERIA OF _.._ _. _ ._..._._. _. __._. -- -...._.._ _...._. _ _ ._ OTE 2. • H,I,J,K,L 1 21 1 -11-2 1 21 21 2221 22222222222222223222223222P3332233 • • •••• • AB M .112 111 112'-1'12111'2 112 212 112 212 212 212 212 212 212 212 213 212 212 213 212 213 313 212 313 4•FFLAENGEDE�N WINDOWS. INTEGRAL FIN ODIMESIO S •••••• •24j)&fTABLE WIDTH AND HEIGHT 0000•• 0000•• • • • • • C,D,E,F,G, 1 1 _7_ 1 1 1 1 _1 1 1 1 _1 1 1 1 2 1 1 2 1 1 2- 1, 1 ®ESIGN PRESSURE LIMITATIONS: • • 0000• • H,I,J,K,L 1 2 1 2 2 2 2 3 1 2 2 2 2 3 1 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 3 3 2 2 3 3 3 4 3 2 3 3 3 4 3 3 4 4 SIZE BLOCKS OF THE ADJACENT TABLE WITH A •••••• •••• 3e930Co BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A • • • • 1 1 1 1 1 1 1 _1 1 1 1 1 1 1 1 1 1 1 _1 1 1 1 1 1 ••••• *see ••••• A,B,M - - --- -- -- --- MAXIMUM DESIGN PRESSURE WITk 711E QUANTITY • • 1 2 1 2 2 2 2 3 1 2 2 2r23 1 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 3 3 2 2 3 3 3 4 3 2 3 3 3 4 3 3 4 4 OF ANCHORS SHOWN IN BOLD.OTHERWISE,THE ••• . • C,D,E,F,G, 1 1 1 1 1 1 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 MAXIMUM DESIGN - _ _ -. _ _ _ _ PRESSURE FOR TH• •• ��QH,I,J,K,L 2 2 1 2-2 2 2 3 1 2 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 3 3 4 2 3 3 3 3 4 3 3 3 4 3 5 3 3 4 4 RESPECTIVE SIZE ABM 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2AND GLASS TYPE IS 2 2 1 2 2 2 2 3 1 2 2 3 :2L2 2 3 2 3 2 2 2 3 2 3 2 3 2 3 3 4 2 3 3 3 3 4 3 3 3 4 3 5 3 3 4 4 AVAILABLE_ • • • • • 0000 • •• PSF 78 •••••• 0000 • C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0000•• 40.000 H,I,J,K,L 2 2 1 2 2 2 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 3 2 4 2 3 3 3 3 4 2 3 3 4 3 5 3 3 3 4 4 5 3 3;4 4 AB,M 2 2 2 2 2 2 2 2 2 2 _2 2- 2 2 2 2 2 2 _2 2 -2 2 2 2 221222232223232223232323242333342334353334453344 PSF 79 TABLE KEY: C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 - -- --2T-3 - _.._ _- - -- -- 42-13-131-4- MAX.PSF 44.000 N,I,J,K,L 2 2 2 2 2 2 2 3 2 2 2 3 2 2 3 3 2 4 2 3 3 3 3 4 2 3 3 3 3 3 5 3 3 3 4 4 5 3 4 4 5 (DP LIMITED) 118 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 RODUCTRRVISED A B,M - - - - _2[_ _.. ._.._..--. _--._-_ _ _-___ _ -- - HEAD 2 y complying with�h•Hadd• 2 2 2 2 2 2 2 3 2 2 2 3 2 3 2 2 3 3 2 4 2 3 3 3 3 4 2 3 3 3 3 4 2 3 3 4 3 5 3 3 3 4 4 5 3 4 4 5 JAMB ABOVE 2 3 uddhig CoJc cceptMCC No/ �!+ PSF 79 79 MTG.RAIL t C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 _2 2 2 j3_3 2 2 ji3 2 2 3 2 2 JAMB BELOW48.000 H,I,J,K,L 222222232223342333342334 3435333345483455 A�GRAIL ie•i1 edoprod�mccontm2 2 2 2 2 2 2 2 2 2 3 2 2AB'M 2 2 2 2 2 2 2 3 2 2 2 3 3 4 2 3 3 3 3 4 2 3 3 4 3 4 3 5 3 3 3 3 4 5 4 8 314 5 51 (FULL DP) llllill/ PSF 72 79 79 HEAD 2 \0" LYNN C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 JL33]3 3 2 2 3 2 3 3 2 3 JAAAB ABOVE 2 3 0 ' 53.125 H,I,J,K,L 2 2 2 2 2 2 2 3 2 2 2 3 3 4 2 3 3711 3 4 2 3 3 4 3 4 3 5 3 3 4 4 4 8 3 4 4 5 4 6 3 4 5 6 MTG.RAIL ; a5 AB,M 2 2 2 2 2 2 2 2 2 2_.._2_ 2 3 3 2 2 3 2 2 3 2 3 JAMB BELOW - - - — -. .. - - - - — _ MTG.RAIL ttl222222232223342334 342334[3]4 353344453345463445 = a, a�) ; �_ �q� 10/07/11 D NO CHANGES TMS SHEET o �'A,•••.• `'KATEOP. •�?` 10MTECW0L0GY0NVE ANCHORAGE SPACING, 1/1 WINDOWS ;,per .••.FLOfkN •� J.R. oaror/ir e.wa.. Rory CHANGES mrssN�1EANONorEs. SMI$FLsezra ALUM.SINGLE HUNG WINDOW,IMPACT �'��f'S10NA�; F.K 1}/19/08 B ADD DP MNGWNEREANCHORQTY18WE MCMDBY912E. v0. 1� s.� w«r•w a A.LYfIf64�IIL�EI3,P.E. aow"7 Vr a•: NOKOMI$FL 3W4 V1s1b&Batter F.K. 7!29/06 J.J. 2&7 SN700 NTS 8 11 404Q-2(1 FL P.E.#58705 EXTERIOR INTERIOR ®NOTES: 4ALL HEAD AND SILL DETAI 1,FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED 114"ELCO TAPCONS OR 114"SS4 CRETE-FLEX. MINIMUM DISTANCE FROM ® CONCRETE ANCHOR ANCHOR TO CONCRETE EDGE IS 134. 3.35 KSI MIN.CONCRETE (SEE NOTE 1&3),k 2x WOOD BUCK WOOD ANCHOR 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(G5)OR ®(SEE NOTE 4) (SEE NOTE 2&3)® 1/4"SS4 CRETE-FLEX. 3.FLAT HEAD ANCHORS,WHERE REQUIRED,MUST HAVE 012 TRIMFIT HEADS. 4.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE °1 3/6"MIN.,1/4"TAPCON TOTAL THICKNESS IS LESS THAN 1 112", lx WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE 4314°MIN.,1/4"CRETE-FLEX INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 11/7 OPTIONAL I _ 1 " THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE WOOD BUCK _ _ MIN. ® ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. (SEE NOTE 41 5.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 1/4" 6063-T5 AND A MINIMUM OF 118"THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE •••• MAX. MAX OF A S12E TO PROVIDE FULL SUPPORT TO THE WIDOW FRAME SIMILAR TO THAT SHIM SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS, THE ANCHOR SHALL BE A#12 SHEET • • •••• • •• DETAIL A DETAIL B SHIM METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE •••••• • • • -- MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS • • ••••• s • TYPICAL FLANGED HEAD ANCHORAGE MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN s••••• • • • • INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS, FOR INTEGRAL FIN • • • • MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE • • •••••• 1 114" 1318 ® MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. • •••• •••• • MIN, F MIN. 6.ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. • • • •l/000AX.SHIM I+— 114"MAX.SHIM 7,MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT ••••• •••• •• • WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, • ••• •s s s • s••••s O EDITION,SECTION 2003.8.4(SUPPLEMENT 2005). • • • • • CONCRETE ANCHOR, WOOD ANCHOR, i••••i • s s s••s : FH BELOW MEETING FH BELOW MEETING • • • s••••s RAIL.(SEE NOTE 1&3),,k, RAIL.(SEE NOTE 2&3) • ssssss • ss ssssss •: 4 • • • s 3.35 KSI MIN.CONCRETE INTERIOR s• s••• : •••• OR 1.5 KSI MIN.CMU® (ALL JAMB DETAILS) ssssss sss• • s EXTERIOR • • jlx BUCK OPTIONAL WITH SOLID CONCRETE 2x WOOD BUCK •••• SUBSTRATE(SEE NOTE 4% (SEE NOTE 4),& DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE va• MAX' 114" SHIM I __ WOOD FRAME MAX O ——.__ SHIM ROD=REV ISED —WOOD FRAME �__J�G� complyuig we1,it.Florida udin Coaa - — — .131"DIA.MIN. AcccFtanxNo �'�4 X 21/2"NAIL. Exp n e ZO/(o —�. AT CORNERS .131"DIA.MIN. x 2 1/2"NAIL, �� AND 5"O.C. Miami dePro kt CoM AT CORNERShnf -- WOOD FRAME AND 6"O.C. 131"DIA MIN. \III## 1/4" x 2 112"NAIL, Vy. .N MAX. AT CORNERS `� Z.�.�'\�ENSF•''•F'P SHIM AND 5"O.C. �?:• �[ DETAIL F.(HEAD) DETAIL E.(JAMB) DETAIL G,(SILL) _j4; 0.55705 TYPICAL INTEGRAL FIN ANCHORAGE ® _ ui= Vill Lu_ J.J 11Y0711t D NOCH4NGESTHI88HEET ,070 TECHNDLOGY DRIVE ANCHORAGE DETAILS �,O,p''•.,FCOR\v?:•'�C� J.R.W. 04)01111 C NO CHANGES THIS SHEET NOKOM IS.R.84278 TM� %. �` ` a '��SSIONAL le``, #NM&M FW c t�DNTEa REORDERNOTEB. ALUM.SINGLE HUNG WINDOW,IMPACT F.K. ft/tsroe B ADD NOTEs7.UPDAVE EMet'DMEN►D#M. P.O.Box A.IYN�MILL�ft�P.E. ow: Gear a"e" NOKOMIB,FL 84271 FJC 8/1)05 rs. 2/23/07 ' B` s►noo NTS f 1 s 11 4040-20 D FL P.E.#$8705 !i M IAM 1•DADE AIIAMI—DADS COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,FIorida 33175-2174 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.niistniidade.gov/development/ PGT Industries 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rales and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Mianii—Dade County PERA— Product Control Section 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 duality 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. PERA 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 11FD-101"Outswing Aluminum French Door w/wa Sidelites—L.M.I. APPROVAL DOCUMENT: Drawing No. 11005-1, titled Series "Alum. French Door & Sidelites, Impact", sheets 1 through 10 of 10, dated 02/22/07 with revision "D" dated 08/14/12, prepared by manufacture, signed and sealed by Lynn Miller, P. E., bearing the Miami—Dade County Product Control Section renewal 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 manufacttuer's name or logo, city, state, model/series, 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 eopy'o t iv entice-W, )A'slrall be provided to the user by the manufacturer or its distributors and shall be av&jatle fc* iispeiiort gt the job site at the request of the Building Official. This NOA revises alrtl r4fi4ws*XOA N5. 111-1013.22 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted docpner"ion IN%reviewed by 3Mpe D.Gascon,P.E. • • • • • • • • htlAMl•t�AUE COUNTY �• • � % � . • •: : : NOA NO. 22-0516.02 .. Expiration Date: October 18,2017 Approval Date: Augnst 30,2012 •.• : .� S Pagel ... . . . ... • . PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 11005-1, titled Series "Alum. French Door & Sidelites, Impact", sheets 1 through 10 of 10, dated 02/22/07 with revision "D" dated 08/14/12, prepared by manufacture,signed and sealed by Lynn Miller,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 an Ahnninum outswing French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6864,dated 04/02/12, signed and sealed by Marlin D.Brinson, P.E. 2. Test reports on: 1.)Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202--94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test,per FBC 2411.3.2.1,and TAS 202--94 along with marked-up drawings and installation diagram of an Aluminum outswing French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL-5212, dated 05/05/07,signed and sealed by Carlos S.Rionda,P. E. (Subinitted ander previous NOA No. 07-0629.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007 and FBC-201 0, prepared by manufacture, dated 10/11/11, signed and sealed by Lynn Miller,P. E. (Submitted tinder previous NOA No. 07-0629.10) 2. Glazing complies with ASTM E1300-02/04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting, Environment, and Regulatory Affairs (PERA)• E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 09/08/11,expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia,Inc.for their"Saflex and Vaneeyp *pr agd roloj,i derjayers"dated 05/05/11, expiring on 05/21/16. . .. . . . . ... . Jaime D.Gasccon .E. 9:0 ••• • • Product Control Section Supervisor :.• : : .• : NOA No. 12-0516.02 • • • • • • • . •• . . Expiration Date: October 18,2017 • . 060 Approval Date: August 30,2012 E—i . • . • . • • • • • • •. •• . • • .. •• .•• . • . .•• . • PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and complying with FBC-2010, issued by manufacture,dated 05/14/12,signed and sealed by Lynn Miller,P. E. 2. Statement letter of no financial interest, issued by manufacture, dated 05/14/12, signed and sealed by Lynn Miller,P. E. 3. Laboratory compliance letter for Test Report No. FT"864, issued by Fenestration Testing Laboratory, Inc. dated 04/02/12, signed and sealed by Marlin D. Brinson,P. E. 4. Proposal issued by Product Control,dated 02/15/12,signed by Jaime D. Gascon, P. E. 5. Laboratory compliance letter for Test Report No. FTL-5212, issued by Fenestration Testing Laboratory,Inc. dated 05/05/07, signed and sealed by Carlos S.Rionda,P.E. (Submitted under previous NOA No. 07-0629.10) G. OTHERS 1. Notice of Acceptance No. 11--1013.22, issued to PGT Industries, for their Series "FD-101 Outswing Aluminum French Door wl wo Sidelites — L.M.l.", approved on 11/23/11 and expiring on 10118/12. . ... . ... . . Jaime D.Gascon,P. E. • • • • Product Control Section Supervisor ... . . . . . . . . ' • •• • NOA No. 12x 0516.02 . .. . . . . . . ' '. ' •• • Expiration Date: October 18,2017 Approval Date: August 30,2012 ... . 0 0 0 ••• 0 0 E-3 NOTES: OUTSWING IMPACT FRENCH DOOR(S)AND SIDE LITE(S) PRODUCT RE"j- F1 o6d6 1.GLAZING OPTIONS: eutldmgC.& r; 5i&.o2- Acccptmw No A.3/8"LAMI NOM.(402")CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS PLUS AN.090 PV13 INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM gxp{,ylronData f 17 PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. - ucG B.3/8°_LAMI NOM...(A0T1 CONSISTING OF(1)LITE OF 118"HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE Njy 'adeProduct Controh MAXIMUM PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. C.7/16`LAMI NOM,_.(A85_I CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PLUS(1)LITE OF 3116"HEAT STRENGTHENED GLASS. D 7/16"LAMI NOM.(.465-1)CONSISTING OF(1)LITE OF 3/16"HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE Y 04 MAXIMUM PLUS(1)LITE OF 3116"HEAT STRENGTHENED GLASS. NOA DRAWING MAP 0 E 13/16"LAMI IG NOM (.840")CONSISTING OF(1)LITE OF 3116"TEMPERED GLASS,1/4"AIRSPACE,(1)LITE OF 1/8'HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF QIjP,qNT BUTACITE PLUS(1)LITE OF 3116"HEAT STRENGTHENED GLASS. TOPIC SHEET ¢ 2.DESIGN PRESSURE SEE TABLES 1 AND 2 ON SHEET 2. ------- (D 0 A.NEGATIVE DE6R314 LOADS BSER 8A JESTED PRESSURE AND GLASS TABLES ASTM E 1300-04. GENERAL NOTES............ 1 Q �D P611TIVE DESIGN LWS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-04. CONFIGURATIONS...........1 w �. GLAZING DETAILS........... 1 CONFI�,URATIOtJf*M O_!XX,XO,PX,XXO OXX,OXO,AND OX_XO. 111 � A.74NE�33 1/9%STRESS WCRIWSE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT,MATERIALS,INCLUDING BUT NOT LIMITED TO STEELH DESIGN PRESSURES......2 �- tPR� EWS,THAT COME INTO CONgrAM TItH OTHER DISSIMILAR MATERIALS,SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE.FOR ANCHORAGE ELEVATIONS.... ............ 3 1.11 J REQUIREMENTS f HQUIRED.• •EETS 8 TWUQW 10. VERT.SECTIONSS.............4 0-Ill J W 'J.SAA'I•fERSAR o HORIZ.SECTIONS........... 5 � ¢ 0 r 8. 6ALANT:INSTAWAINON SCREWS,6PI'tE AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. PARTS LIST...................... 6 IS W LL 79ARINCES: •• • •••c EXTRUSIONS................... 6.7 0 W 0 os O t PORTS i�L• ID6415212&082V X6(10 ULTRACON NOA:11.0406.01,12-0126.09;ANSI/AF&PA NDS-2005 FOR WOOD CONSTRUCTION AND ADM-2005 ALUMINUM ANCHORAGE....................8-10 (!) w O �- •DESIGN MANUAL. � 1- _ I TICS PCODUCT HAS BEEN DESIGNED U �R IFMTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY Z N HURRICANE ZONE(HVHZ). ••:••• GLASS ABBREVIATIONS Li FW- _ Z 9T�(gm, TURATIO@S IICa CONTAIN A SIDE LITE TO DOOR CONNECTION: AN.=ANNEALED p (� .THE LOWER D66"q PRESSUR�E`F 151M JABLE 1.OR 2.PREVAILS. HS.=HEAT-STRENGTHENED Q W o Z •B.FULL LENGTH I IfpRCEMENT JITEM aR SHOWN IN SECTION E-E,SHEET 5),IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TP.=TEMPERED <1Z z � t btl!T.,SHT.2.REFERTO TABLE 2,SHT.2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. ¢ � o � r .... P�3 X93 ® {9) ¢ N o ? o a O 30 30 C30 4 C0p) o �N —_ _.__ ............._—_� N 73 1/2"GLASS BITE 73 1/2"GLASS BITE C7} 1/2"GLASS BITE X � `8't» < EXTERIOR EXTERIOR EXTERIOR G� 94 _ 9Q• G� 94� o= Z 1/6'AN.OR 3116"AN*OR_ 1/4"AIRSPACE- HS.GLASS HS.GLASS 3/16"HS. 3116"HS. 3/16"HS. TP.GLASS GLASS — 3/16" —�- (DUPONT BUTACITEIYER OR GLASS .090 PVB INTERLAYER(DUPONT BUTACI E OR GLASS \\\� I I 11 lot,, / SAFLEXIKEEPSAFE SAFLEX/KEEPSAFE .090 PVB INTERLAYER 1/8"HS.GLASS MAXIMUM) MAXIMUM) (DUPONT BUTACITE) ` 3/8"NOM, 7/16"NOM. 13Ic16ASSM' _1;v� o T'b w c".. , 4 GLASS STACK GLASS STACK — : mZ .w . < O' Z=z W! STACK = �'.0 6 N�;0=z ui I 3/8"LAMI NOM. 7/16"LAMI NOM. 13116" LAMI IG NOM. ''2� z :`r,`o;.ga - .........—--..------------- GLAZING OPTION A OR B, NOTE 1 GLAZING OPTION C OR D, NOTE 1 GLAZING OPTION E, NOTE 1 %y`tie''"'."~. o`��`` TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS NOTES: Pa0nucrneo-5rc•_^ APPROVED CONFIGURATIONS:X,XX,0,OX,XO,OXO,XXO,OXX&OXXO Mcumpl>inu n Bmpt- do E 1 V2 (FOR DOORS WJ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) 1.GLASS TYPES: AccePiv cet REINFORCEMENT IS REQUIRED AT DOOR&SIDE LITE CONNECTIONS A.3/8"LAMI(1/8"A,.090 PVB,3116"HS) ExpvallonDate DOORS WITH GLASS TYPES A,B,C,D OR E B.3/8"LAMI(118'HS,.090 PVB,3116"HS) C.7/16"LAMI(3116"A,.090 PVB,3116"HS) Mterrd Da Product caa HEIGHT D.7/16"LAMI(3118"HS,.090 PVB,3116"HS) X WIDTH XX WIDTH 68-793/4" 7°-83 3/4" 1 87 3/4" 1 913/4" 1 80-95 3/4" AE.13/16"LAMI IG(3116"TP,1/4"AIRSPACE,1/8"HS,.090 PVB,3/16^HS) 3° 37 1/2"160 713/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 2.COMBINED DOOR&SIDE LITE WIDTHS FOR TABLE 1 OR 2. �Y r MAX.OX1XO WIDTH = 73112" it I- O WIDjkI4 SINGLE SIDE LITES WITH GLASS TYPE A MAX.OXO WIDTH=1091/2" Q 27.314'• +75.0 x'5.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 MAX.XXo/OXX WIDTH=907 314" 0) o •••••• MAX.OXXO WIDTH=143 314" O • • 3 X11: '• ;75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.61-67.6 +64.2 -64.2 o ••• •• 3.SINGLE DOORS 33 518"WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 64 118" (q O • 36 3/4" +75.0 5.0 +7.1.9 -74.9 +70.4 -70.4 +66.6 -66.6 +63.1 63.1 WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE N , • FBC. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. W O WID H SINGLE SIDE LITES WITH GLASS TYPES B,C,D OR E W _50 • • • $ 36.3/4" •75.0 - .7+5.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 4.DESIGN PRESSURES UNDER 40 P.S.F.ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. n p TARP-E-2. DE till! ESSU E COMBINED DOOR/SIDE LITES ONLY 5.EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES:-0000 V5 W pq cn ces O N • APPKOVED MN171MRATIOP".b*A,XO,OXO,XXO,OXX&OXXO •••• EX.A FROM TABLE 1. g w O •• • (THE•LOWER OP FOR THE bMVbR SIDE LITE PREVAILS.) oxo WITH GLASS TYPE A 0 OC O ••RE**ORCEMEItT NOT R1tQ•J1E;'ED AT DOOR&SIDE LITE CONNECTION 30"WIDE x 90"HIGH SINGLE DOOR WITH 29"SIDE LITES 0 Z • • • DESIGN PRESSURE=+67.61.67.6 PSF W U3 = • ••• • '• GLASS TYPES A,B,C,D OR E a • . • 000••• ••• HEIGHT EX.B FROM TABLE 1. 4 � W X WIDTH XX WIDTK OXXO WITH GLASS TYPE A a W r _ 68-79 3/4" 7°-83 3/4" 87 3/4" 91 314" 8°-95 3/4" 68"WIDE x 85"HIGH DOUBLE DOOR WITH 361/2"SIDE LITES N Z LL 20 25 112" 40 47 3/4" +58.6 -58.6 +55.4 -55.4 +52.41-52.4 +49.8 -49.8 +47,4 -47.4 DESIGN PRESSURE_*70.41-70.4 PSF 8 4 N C9 g p 27 1/2" 51 314" +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +46.5 -46.5 +44.3 -44.3 EX.C FROM TABLE 2. 0 Q OXO WITH GLASS TYPE C 29 1/2" 55 3/4" +51.7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.8 -43.8 +41.6 -41.6 30"WIDE x 87 3/4"HIGH SINGLE DOOR WITH 26"SIDE LITES 6 PSF61-43. ' 26 311/2'. 50 59 3/4" +49.0 -49.01+46.2 -46.2 +43.6 -43.6 +41.4 -41.4 +39.3 -39.3 DESIGN PRESSURE=+43. 28 331/2 54 63 3/4"1+43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 EX.D FROM TABLE 2. X "" OXXO WITH GLASS TYPE C 351/2" 67 3/4" +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.6 -35.6 63 314"WIDE x 80"HIGH DOUBLE DOOR WITH 26"SIDE LITES AV d 3° 37 112" 60 713/4" +34.0 -34.0 434.01-34.01+34.01-34.0 +34.0 DESIGN PRESSURE=+43.1/-43.1 PSF-34.0 +34.0 -34.0 c a O WIDTH GLASS TYPES A,B,C,D OR E 5.FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1,WHICH o z g REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE 10 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 CONNECTION SEE SECTION E-E,SHEET 5 FOR REINFORCEMENT 123/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 DETAIL. SINGLE 19" +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 -61.9 +59.0 -59.0 vvQ• •�� SIDE LITE 213/411 +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 x 27 3/4" +52.9 -52.9 +49.9 -49.9 +47.2 -47.2 +44.7 44.7 +42.6 -42.6 ;-1 0 6 u:O 2� 361/8" +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +35.2 35.2 +34.4 -34.4 YLoy� �S' �� a 36 314" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0rfi��`� PRODUCT'RENMED 73 112"MAX. C—plying via,IM F1.1ids 433i4"MAX.--------- 36 314" 36 3/4" 36314 36 31-4'- SEE NOTE 3 36 3/4" 'ildu's MAX. MAX, SEE NOTE 3 MAX. MAX. MAX. Aw tmlcv -------------------------------- --- Ex YA110.1, Jjio"i mo produc 4 9 49 4 t "tr4l 49 .2 04 95 314" U) (1§3 4 F- MAX. 3: U (TYP') 0 0 0�3 0 '10 LL 07 Go :0LU 0 90000 /E --E E t *:90 0 0 gE Ej- E� JE Ej- --'E' E w X 0 0 x 0 "\C C? 0 0 INA -7v:6':1 - (n LL LA 00000 r+0 oil 0 SEE NOTE 4 SEE NOTE 4 wUJ .0 SEE NOTE84 �EE NOTE 4 1 m 0 0 • 00000 SEE NOTE 4 0x0 OXXO -C4� 0 0 .................. (1) z 0 36 3/4' < •••••• .....................713/4"MA — F- z MAX, UJI X� UJI 00 0 0 24 16'MX33 5/8"M DLO 0 MAX, TYP) 0 'y: z "o --- DLO I( z 1(n z UJI 0 w- �; C14 U- 95 3/4' Lul 49 MAX. 49 41 HT. - — 3W < Q i TYP. 95 ' 84 3/8' 10 MAX* (TYP.) MAX 84 318" DLO MAX. TYP. DLO 9v (TYP.) DOOR 4 12�Ci DLO HEIGHT =HEIGHT-113/8" 0 40" DLOWIDTH'X' =DOOR WIDTH-1215/16" (TYP-)pl JD Cj_ f Fj F WIDTH'XX*=DOOR WIDTH/2-115/16" X -X\AC X 11NA C T SIDE LITE .X INACI DLO HEIGHT=HEIGHT-11 3t8" ------------- B--j DLO WIDTH =WIDTH-3118' A A X xx 0 NOTES: 41) Z:z 1.FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. U01 '6 i0z"'�Qz 2.FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5- 3.SIDE LITES OVERLAP)(AND'XX'DOORS BY 3/4"WHEN ASSEMBLED TO MAKE'XO','OX','OXO''XXO%-OXX'AND'OXXO'CONFIGURATIONS. Go 4.REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS(SEE APPLICABILITY SHEET 2). ...... 5.CLEAR OPENING FOR')C ANDXX'DOORS AS FOLLOWS: ('X'DOORS=WIDTH-5.646) ('XX'DOOR=DOOR WIDTH/2-4.079) 3� FRODUR"•>8��'n MOM, ng troth lha Fl a FF— D �i' Build ng Codo d t7 Aoceptmca no_ - SxpitotlpaDate �- EXTERIOR INTERIOR �.� � -----._.-- Mitud Dade Y[oducl Control 10 1 2 a 64)AT HEADIJAMB • .. I �0� - ° o a • • •••• _ F)�AT SILUJAMB O •••••• • ••• CLEAR-COLORED 1 O • • • SEALANT •••••• G•X7E••R•1.0R � • � INTERIOR •• - - ...... --- -062 O J . •• o C3)-------- J o .....- ---------- — cn ^ fn U. •••�•• •• • • I — 0 � cis 10 • :••••� • •• Z F- O 0 H .• UZ • ••••• • •• MAX. WY = • • O t/y W U • • MAX. MAX. SIOE •• •• DLO - �r DOOR DLO LITE 62 Q W •••••• •••••1• HEIGHT HEIGHT Q Lar p •••• fY T U '1- LL ® > Q SL VIEW G-G ��aY 30 C6 CORNER ASSEMBLY . ... 40 1.489 DOOR SECT.A-A SL SECT. B-B •? _ `� " -------- (1� - --- T o �. VERTICAL VERTICAL41 '%y�ti� ••. •. �Fti; - _` �4 PRODUCT RENEWEDm wnyiyino with the Florida —---------------��----MAX.'XKWIDTH Building code 0sl(o A"pNo _may - C lance E ion,�4 Xpim) D to�4� By ' —P M i adept Cleo" I �0�0 C wr ------------------ --—-------- E. U, *000 w E till MAX. MAX. 0 0 to DLO DLO ----------------- (,('XX'SECT. C-C 31vi o w • 135 31 34 46 45 5 HORIZ, • L11 0 D • --MAX.X'WIDTH *000 :0060410 m LL 0000 *0 00 yyyy 00 0000 0 .;60 00 0 z U) 0 0 0 0 0*0: • -is's 0 z < 0 (3�1 -71 �4 op 0 0000 INTERIOR uui i U z • —Ej ui 0 x Z Z to LU CZ=L C� N 0 LL L M 24 0�< LL D 'X'SECT. D-D v 0 46 21 5HORIZ. EXTERIOR SPACING,SAME AS 67 JAMB ANCHOR SPACING MAX.SL WIDTH (SEE SHEETS 7,8 AND 9) MAX.SL WIDTH REX I z ------------ ---- o C6 -------------------- It- J5� o MA AX. DL SEE TABLES I AND 2 AND DLA NOTES ON SHEETS I&2 60,• z-::D o (66 �2 2) FOR APPLICABILITY 0 SL SECT. E- SL SECT. F-F C12 HORIZ. (DOOR W1 SIDE LITE) HORIZ..(SINGLE SIDE LITE) 01 ITEM DWG# PGT# DESCRIPTION ITEM DWG# jPGT# DESCRIPTION I 943B 60411 FRAME HEAD 60 920D 6920D SIDELITE HEADER PRODUCP[L6iVENED 2 1010 60300 WSTP.,Q-LON.190 X.375 HIGH 61 921D 6921 SIDELITE SILL seomply'ft vdh"Florida - 3 7070 67070K BULB WEATHERSTRIP.187 X.300 HIGH 62 916B 60381 SIDELITE JAMB Bull j. ce o ptan cceN - 4 955 7955X FLUSHBOLT STRIKEPLATE 63 1155 781 PQA #8 X 1.000 QUAD PN.SMS AA c pt 5 938 7938X 2 PT.LOCK STRIKEPLATE 64 998 7998 HEAD GASKETS(STOCKING#70998) y ;;.,( deet 0otra9 6 956 7956A FRAME HEAD STRIKEPLATE BACKING PLATE 65 999 7999 SILL GASKETS(STOCKING#70999) MiauilD afro n 7 7832X12FPXP #8-32 X.500 PH.FL.MS-S.S.W/SILICONE PATCH 66 934A 61641M SIDELITE JAMB ADAPTER 8 995 70995 GASKET(BETWEEN THRESHOLD&FRAME JAMB) 67 #12 X 1.000 SHEET METAL SCREW 9 996 70996 GASKET(BETWEEN HEAD&FRAME JAMS) A 70 712663K SETTIING BLOCK,3/32"X 1/4"X V W/PSA,85+/-5 DURO. Y p 10 952A 6533016 FILLER HEAD ADAPTER 71 71267K SETTING BLOCK,1/16"X 1/2"X 1"WIPSA,85+/-5 DURO. 11 11000 611000M OUTSWING THRESHOLD 72 4222A 84222 BEAD,7/16" o V 12 1670a•• 671670 WSTP,.350 RD FOAM FILL T SLOT(AMSBURY#32011) 73 988 6986 BEAD,3/8" O Q 13 1 61100414 •4 OUTSWING THRESHOLD CHANNEL COVER /_ 74 40676 64067 BEAD,1 0 ••••: 14 11001A 411001 ETAL SPACER.065(INHOUSE INJECTION MOLDED) ® 90 BDURAK14 114"DURASEAL 10 SPACER b • ' C) 15 tj�y• 11002A ACETAL SPACER.095(INHOUSE INJECTION MOLDED) 91 6TP248 BULB,THIN(USED IN EXTRUDED BEAD) w $ •••••• 16 1IM3A 11003 . ETAL SPACER.140(INHOUSE INJECTION MOLDED) -62-986 64986 iBEAD,INTERIOR I.- ' 20 915N 60380 •••• ME JAMB(OUTSWING) 93 1224 6TP247 BULB,THICK(USED IN EXTRUDED BEAD),65+/.1 DURO. • 21 10 60300 •• STP.,Q-LON.190 X.375 HIGH 94 GIAZiNG SILICONE,DOW 899 OR 983 W p ' • 22 6608 6608M' INFORCEMENT,1.000 X 2.750 X 0.650,6061-T5 95 GLASS,3/8"LAMI-1/8"A,.90 PVB,3116"HS �'• " 23 11 78XI12PSATS #8 X 1.500 PH SQ A T/S 96 GLASS,3/8"LAM -1/8"HS,.90 PVB,3/16"HS W LL a W O •••• 24 10419• 1048 JAMB SCREW COVER CAP 97 GLASS,7/16"LAMI.3/16"A..90 PVB,3116"HS 25 0• • 1721N ••• TRIKE PLATE INSERT 98 GLASS,7116"LAMI-3/16"HS,.90 PVB,3/16"HS � O ••••• 2g 1118 710X34P" • y0 X.760 PH.FL.SMS ® 99 GLASS,13/16"LAMI IG-3116"TP,114"AIRSPACE,1/8"HS,.90 PVB,3/16"HS Z O (1) ' 27 7070 67070K ai LB WEATHERSTRIP.187 X.300 HIGH 103 OFF-THE SHELF DEAD BOLT LOCK W Z •••" 30 9 D 9910 DOOR PANEL,TOP&BOTTOM RAIL 0 U • oij 11) 31 91%-648911 OR PANEL,SIDE RAIL D I- W • ••• 32 917,•• 7FRMO • HINGE EXTRUSION Q 33 117 1058FP W,B #10X.625 PH.FL.SMS .504 N o 34 913 60378M TRUSS CLAMP U u.- 360 gg a o 35 1130 6TRODA 5116-18 THREADED ROD .055 "-11+ - 8 4 N _ �LL 36 990 7990NUTA 5/16-18 FLANGED HEX NUT al d Q 37 914A 60379M WEATHERSTRIP CHANNEL �� OUTSWING THRESHOLD 38 7834FPT #8 X.75 PH.FL.TEK `' CHANNEL COVER 39 997 70997 GASKET(BETWEEN PANEL HEAD/SILL&PANEL STILES) 6063-T6N 40 1023 167924G WSTP.,.187 X.250 HIGH,FINSEAL A ,� r 41 928 41720 SLIDE BOLT ASSY.(INACTIVE PANEL ONLY) 42 1145 76X12FPAW #6 X.500 PH FL SMS TYPE BDS 43 1212 7P30GG SILL DUST PLUG INACTIVE PNL) q 44 983B 6983 DOOR PANEL ASTRAGAL 1(OUTSWING) 45 984B 6984 DOOR PANEL ASTRAGAL 2(OUTSWING) 2.750---------- 46 1213 6Q200K WSTP.,Q-LON.190 X.200 HIGH ~ 47 929 74UBLOK LOCK SUPPORT ASSY,(41707&41708) 00 48 1139 7634F #6 X.750 PH.FL.SMS ` 49 982 FD2PTAY 2 PT.LOCK ASSY. 50 6R180FS RUBBER SLEEVEtee' �u s W .850-1 .1 51 930 41721 STRIKE PL.INSERT(INACTIVE PANEL) _ s w o.Z�g 52 931 7FRSPX DEADBOLT STRIKE PLATE 2 TUBE MULL Y 1a rN 4 O 53 1118 710X34PFA #10X.750 PH FL.SMS ^Z d 54 1957 70957X HANDLE STRIKE PLATE fin'•.. .• Fes, 55 11118 710X34PFA 1#10 X.750 PH FL.SMS ��!r r�cr�l l l l�```• 1.750 1.750 1.750 1.750__r l PRODUM'RENEWLD 1.620 0 complying 0h the Florida 1.480 P g colo Qs�EO.O -I}- 050-- Build n I I Accc wnw �} BxDketryn DateBY --- r Y .250---•-1 I-+- TviiZnl Dade Product ConUot 4 726062 WEATHER 4 626 4.726 4.726 ( i 37 STRIP CHANNEL l 3.000 -.050 6063-T5 4.000 . 04 062 - 4.100 002 - 4.100 .062 4.875 �- 4.675 --41.375 Q •••• 4.100 O • •••• be to O m to • •� ( E E • • • _ ••••s� • + (201 DOORFRAME, 2.125 _-- -.125 �� W €O •••••.. . • - J JAMB •- • • •••••• 6063-T6 J • • DC;9,p4NEL •• • DOOR PANEL W o •••••�30 TOP&BOiTOM RAti • 1� SIDE RAIL DOOR PANEL / DOOR PANEL I v 0 ••••• 80tl3lI�S • ••••LLL�� 6063-T5 44 INTERIOR ASTRAGAL f�}) EXTERIOR ASTRAGAL HINGE n O LL *see • 00000 6083-T5 6063-T5 �2 6063-T5 � otS O ••••• •••• ••••• 1.600- 4 � � 1.578 � a 6i n • • -eJ855•• -.125 1_ 890 - O •••••• ��---3.111 1. �- , 0 L .760� • ••• �• _1 1-_,..� y-......._.558 �-1 525 � ' a O -- .883R4 Q50 � W T Z •••••0 : •••• •••y�{C_ 683 j 050 •• 1.400 •••• 05C� Y't 45 1�-LI! 1 050 ` "I ' ' .172 pQ N Z -.050 . z • W •e•••� \•••• • • TRUSS CLAMP 318"GLAZING BEAD 7/16"GLAZING BEAD I 3.000 •883 I ¢ Q O � r- 1�+�ILL�R HEAD ADAPTER (34) 6063-T5 73 6083-T5 72 8083-T5 8 C j = LL L Q C / 3-T8 J ------3.100------- �-� - 8 Q N � �LL. 74 3.000 ' --------------- -- IG GLAZING BEAD 1.479 SL JAMB 6063-T5 6 6063-T6 ^ m a 1.272 1.479 _ + 830 .050 5.459 .075- - 5.212 .1130 0 n: OFRAME HEAD 6'085 0= 6063-T6 -.07j6 4.586 1- 2.980 t�l l laf i l"ll 050 750 .050 �N --_079 1.489 /� .489 � 2�� a ti, o ^o o•, I t"--3.100 - :< s °:T-� Fes- --3.000-...--. / SL JAMB - y�t u o �p N 4; -`z W J co OUTSWING THRESHOLD SL HEADER SL SILL (6j ADAPTER y' z :677 11 6063-T6 60 6083-T6 61 6083-T8 6083-T6 i�io9,Nb•� •F+��`�; HEAD y� HEAD HEAD HEAD HEAD HEAD ZONE"C"" I ZONE"D"ZONE"D" yZONE"E"" "ZONE"D"ZONE"E"1 -- ---- -------------------� r----- ---- ---------- PRODUCT RfNE%VED 0 comply,g th the Floods BulWmg Code pQ Acccptmme Teo , / x =MINIMUM JAMB ANCHOR ay LOCATION. nllamtn ae Pio uct onhol 4 C Q m €o Q i / z X z z XX z z O z z XO OR OX z= ADDITIONAL JAMB - cv p N -_ N N N N -" N Q N ANCHOR LOCATION, Y m m m I m m m m mf- � EQUALLY SPACED AS � U ••• ¢ ¢ I <(� REQUIRED PER TABLES O ¢ • •••� • • I 3-7 ONSHEET9. �O 0 • •t • • ••• • f III � ••••••� St�l••• • • .I SILL _ SILL SILL —4 SILL SILL 4 O p o �/�•••• ZONE YOi•• •••••i—ZONE"D" ZONE" ZONE"E" ZONE"D' ZONE"E" U Z •• • w ••SEETABLE3 HT. SEE TBLE4,SH_9 SETABL5,-SH ._9SEE ABLE 6.� HT.-9O 06 O •• Z • HEAD • 00 01EAD• H� •• HEAD HEAD HEAD HEAD HEAD HEAD HEAD EXAMPLE ¢ cn a ZO E'F" ZONE ZONE ZONE-fi— 1 ZONE ----- -----------, O Z O • �E� �,Zt.•••• rZONE"D"ZONE"F"� „E„ r "E" l i ZONE"F" I ZONE"F"-t "E" ANCHORAGE SOLUTION W O w O c - ---- 1 �--- ----......_... ... --- * +* * -- ----------------- - ----------------------------------- go,, w - w i • ••• : • ••• • �- _ Z FOR A CONCRETE ILL ¢ • ••• •••,�• •••j i OXX_O INSTALLATION n • •• I I A.19"x 83 3/4"SIDE LITES"B"ANDC lU- In m ¢ mn "E"ZONE ANCHORS FROM. p- o _ w w w w w I k w TABLE 7,SHEET 9. ¢ cel U b LL. 10 OXO N N XXO OR OXX OO N ID O i N PLUS; a 0 Q ~a m ..............._ ca ca mgg B.713/4"x 83 3/4"XX DOOR ZONE 1 "F"ANCHORS FROM TABLE 4, r N SHEET 9,EACH"F"ZONE. SEE ENCIRCLED VALUES,SHEET 9 $y SOLUTION: o z __............ .---------------..._......_.__.._..- - -* * y* - * a» r-----------x -w t TOTALS(4)TYPE 1 OR 2 ANCHORS Z — oz I SILL SILL I SILL SILL SILL EACH JAMB AND 2+5+5+2=(14) Y SILL I SILL SILL j [ SILL SILL ZONE ZONE ZONE ZONE ZONE TYPE 1 SI 2 ANCHORS AT HEAD ZONE"F" ZONE"D" ZONE"F" ZONE"F" ZONE"F" "E" "E" �o "E" "E" AND AT SILL. SEE TABLE 7.,SHT.9 SEE TABLE 7.,SHT.9 - SEE TABLE 7E SHT.9 EXAMPLE OF ANCHORAGE FOR A 71 3/4"x 83 3/4"XX'DOOR, =ANCHOR LOCATION FOR �Q •..•.�/�% WITH 19"x 83 3/4"SIDE LITES(SEE SOLUTION AT RIGHT) EXAMPLE ABOVE NOTES: 1 =y'a z: r _ 1.APPROVED ANCHOR TYPES ARE: 1.1/4"ELCO TAPCONS 2.1/4"ELCO SS4 CRETE-FLEX MASONRY ANCHORS 3.#12 SCREWS - w 2 a o'Z:-::12.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS(3"MIN.O,C.FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. = '; z �N`,'Ow z w JAMBS(AL_ L):131/4"MAX.FROM CORNERS AND 231/8"MAX.O.C. boy. ��: HEAD&SILL OF DOORS:6"MAX.FROM CORNERS,9"MAX.FROM ASTRAGAL CENTERS AND 24 7/8"MAX.O.C. 1 ..............� ' ti,� e HEAD&SILL OF SIDE :13" 3.TO DETERMINE ANCHORLQUANTIT�IES FIND HEOCONFIGURATION ABOVE HEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. TABLE 3.X DOORS /o\ TABLE 4.XX DOORS /D� TABLE 6.0 SIDE LITE A TABLE 6.XO&OX TABLE 7.OXO XXO,OXX APPROVED ANCHOR TYPES: (ALSO X DOOR OF XO&OX) &OXXOnD PRODUCFRFNBWHD 1.1/4"ELCOTAPCONS mcomplying aiththeFtorido GLASS TYPES A,B,C,D,E GLASS TYPES A,B,C,D,E GLASS TYPES A,B,C,D,E GLASS TYPES A,B,C,D,E GLASS TYPES A.B.C,D,E Biding Coda _J Com." (D ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE 2.1/4"ELCO SS4 CRETE-FLEX Acccptmme No ^' &SUBSTRATE 2.,3,WOOD 1,2•CONC g SUBSTRATE 2,3,WOOD 1,2,CONC &SUBSTRATE 2,3,WOOD 1,2,CONC g,SUBSTRATE 2,3,WOOD 1,2.CONC &SUBSTRATE 2,3,WOOD 1.2,CONC Acctpti lc Uot, �<<Z MASONRY ANCHORS DOOR WIDTHS LOAD ZONES DOOR WIDTHS 020 ES WIDTHS LOADZONES DOOR WIDTHS LOADZONES DOOR WIDTHS LOAD ZONES BY_fT'^ '�•=--- w N 3.#12 SCREWS(G5) Mionfi Dade product Canhdl "X'-25.50 2 w "XX"-47.75 w w "O"-10.75 "X'-25.50 "X"-25.60 TO 37.50 TO 71.75 0 9 TO 36.76 TO 37.50 TO 37.5 EL 4.ENCIRCLED ANCHOR a�L.ri ^` JJ Et 6 � a a a of LL lu Ili LU IU IS W b 11J j W J _ w w w QUANTITIES IN TABLES 4 (V Quid Jm J J J � J _J "Xx'-47.75 J m �_ `1 0- J J J m _ a ro AND 7 PERTAIN TO THE ¢ - wcyya61 61aa a m - m m - ¢ m ¢ TO 71.75 , '' q ~ ~ ~ m m ' m a m o m m m awy EXAMPLE ANCHORAGE U w3u�� q u��+ug Q f g Q Q Q f f Q 3 a O z x A w s x0m. z x N q� u S Sj�F _ _ `fix` _ q� _ SOLUTION ON SHEET 8. � o a WIDTH x . X X L ~« X x 3 NYDTH MT a x a WIDTH x HT. t7 O O O wiDTH x HT. 616 X x 016 x X WIDTH x HT. O O X O O x go w S LID iM§4A'375 6 2 7 4 ' 3 T�5 x 79V5 4 3 6 4 2 3 10,75 x.79.75 4 1 4 1 10.75 x 79.75 4 2 4 2- 10.75 x 79.75 4 2 4 2 m O • 83.76 5 210q4 4I f 3 83,TS 5 4 7 4 2 3 63.75 4 1 4 1 83.75 4 2 4 2 83.75 4 2 4 2 W • •• 75 5 2 7 4 2 3 • ii S5 5 4 7 4 2 3 87.75 4 1 4 1 87.75 4 2 t8pY 4 2 0 87.75 4 2 p 4 2 p w w `- • 91.75 5 2 7 4 2 3 91.75 5 4 7 4 2 3 91.75 4 1 4 1 91.75 4 1 2 p 4 2 0 91.7 4 2 4 2 9 w •0••GW5 6 2 91 3 •• 9 55 6 4 7 4 2 3 96.76 4 1 4 1 95.75 4 2 w 4 2 95,75 4 2 op 4 2 0 I d Q LLS g O 274%�W5 5 2 1 ♦ 2 3 BR.tCi'"15 5 4 7 4 2 3 12.75 x 79.75 4 2 4 2 12.75 x 79.75 4.2 LL 4 2 a 12.75 x 79.76 4 2 O 4 2 p •••:%3675 6,2 4 7, 3 ••eW 75 6 4 7 4 2 3 83.75 4 2 4 2 83.75 4 2 `* 4 2 Ll, 83.75 4 2 4 2 � U) °5 n 87.75 512 7 4 3 • •.x.75 5 4 7 4 2 3 87.75 4 2 4 2 87.75 4 2 m 4 2 m 87.7 4 2 q 4 2 a J 2 O �•••%1�j 6 2 7 4 2 6 •••il.Z5 5 4 7 4 2 3 91.75 4 2 4 2 91.75'4 2 4 2 r 91,75 4 2 4 2 Q U) • 95!75 8 2 7 4 2 5 • 95.75 8 4 7 4 3 5 95.75 4 2 4 2 95.75 4 2 4 2 2 95.75 4 2 q 4 2 a F- Z 2i.i0r*i9�S 5 2 8 3 x . 5 5 4 7 4 2 3 19.00 X 79.75 4 2 4 2 19.00 x 79.75 4 3 LL 4 2 LL 19.00 x 79.75 4 3 w 2 LL w Z = •• 83.76 5 2 % ♦ 3 •%1715 5 4 7 4 2 3 83.76 4 2 4 2 83.75 4 3 w 4 2 w $3.75 4 3 W 4 2 Lu Z • ••8I.j5 8 2 4.2 5 s 87.76 5 4 7 4 2 3 87.76 4 2 4 2 87.75 4 3 4 2 87.75 4 3 0 4 2 0 Q d 91.76 6 2 •8 5 91.75 6 4 7 4 3 5 91.75 4 2 4 of 2 91.75 4 3 Q 4 2 a 91.75 4 3 = 4 2 = w; O LL 1O 95.7 61218 4 2 5 85.76 6 4 8 q 3 6 96.76 4 2 4 2 95.75 4 3 M 4 2 95.75 4 3 Q 4 2 Q t 4 O �R_ 2 L] 31.50 x 79.75 5 2 8 4 2 3 59.75 x 79.75 5 5 8 4 2 3 21.75 x 79.75 4 2 4 2 21.75 x 79.7 4 3 a 4 2 a 21.75 x 79.76 4 3 4 2 Lu Q N $Z $a LL 83.75 6 2 8 412 5 83.75 5 5 8 4 2 3 83.75 4 2 4 2 83.75-4 3 4 2 83.75 4 3 2 4 2 0 0 ¢ C Q 87.76 6 2 8 4 2 5 87.75 6 5 8 4 3 5 87.75T12 4 2 87.76 4 3 w 4 2 w 87.75 4 3 d 4 2 d 91.75 8 2 8 4 2 5 91.75 8 5 8 4 3 5 91.75 4 2 91.75N63 4 2 91.75 5 3 0 4 2 0 O 95.75 7 2 10 4 2 5 95.75 6 5 8 4 3 5 95.75 4 2 95.76 4 2 95.75 5 3 W 4 2 e4 ® c N 3R3i 75 5 4 2 79 76 5 2 79,75 6 33.50 x 87.75 8 3 8 4 3 5 63.75 x 75 6 b 8 4 3 5 27.75 x 87.76 5 2 �4N2 27.75 x .TS 5 3 Q 4 2 27.75 x x.75 5 3 4 2 $N 20 91.7 7 3 10 4 3 5 91.75 6 5 8 4 3 5 91.75 6 2 91.75 6 3 w 4 3 w 91.75 6 3 LL 4 3 LL `a95.75 7 3 10 4 3 5 95.75 7 8 10 4 3 5 96.76 6 2 96.76 8 3 m q 3 m 95.76 8 3 4 3 �z 35.50 x 79.75 8 3 8 4 3 5 67.75 x 79.75 8 5 8 4 3 5 36.13 x 79.75 6 3 4 3 36.13 x 79.75 6 4 4 3 � 36.13 x 79.75 8 4 4 3 F 83.75 6 3 8 4 3 5 83.7 8 5 8 4 3 5 83.76 8 3 4 3 83.7 6 4 O 4 3 0 83.75 8 4 4 3 \\\\ 87.75 8 3 8 4 3 5 87.75 8 5 8 4 3 5 87.75 7 3 4 3 87.7 7 5 rL 4 3 a 87.75 7 5 4- 3 WW 91.75 7 3 1014131 5 91.76 7 6 10 4 3 b 91.75 7 3 4 3 91.7 7 5 4 3 91.75 7 5 a: 4 3 q[ 95.7 7 3 10141315 95.7 7 6 10 4 3 5 95.75 7 3 4 3 95.75 7 5 U 4 3 v 95.75 7 5 1 4 3 = n-, 37.50 x 79.7 6 3 $ 4 3 5 71.75 x79.7 6 5 8 4 3 5 36.75 x 79.75 6 3 4 3 36.75x79.75 8 4 4 4 3 Q 38.75 x 79.75 8 4 a 4 3 Q t.• o w�-• I w 83.76 6 3 8 4 3 5 83.7 6 5 9 4 3 5 83.76 6 3 4 3 83.7 6 4 4 3 g 83.75 6 a w 4 3 w - ;z Y o•O_:12 87.75 7 3 10 4 3 5 87.7 6 5 9 4 3 5 87.75 r' } 3 4 3 87.7 7 5 ' 4 3 ' 87.75 7 b 4 3 � =)'•`u 6 c j z w 91.75 7 3 10 4 3 5 91.75 7 B 1 10 4 3 5 91.7 7� 3 4 3 91.7 7 5 4 3 m 91.75 7 5 4 3 �ti. t(, 95.75 7 3 10 4 3 5 95.75-7 6 10141 3 5 95.75 7 3 4 3 95.761715 4 3 = 95.75 7 5 1 41 3 ii/piSf�b...... ''•�0�,� q rrrrnIoO\ 2X WOODD1 3/4" ..� 13/4" 2X WOOD ..-- 13/4- ---------.I----1 3/4"MIN.E.D.1 BUCK,NOTE 2 3.4 KSI MIN.CONC. MIN E. .-11-WIN E.D. BUCK,NOTE 24 KSI O �I .�:4•.•# _-...._.._...._..I-- :..« TE 2 _ ;? ." '� - j 1 3/8"TYPE 1 1XW000... 0". .;• :':; PRODpCf �UltdeF Florida - ..r. E2 :•'�`•r�i.'l. 1 3/4"TYPE 2 suila gcogie BUCK,NOTE 2 ,.'• ?;�'.:.;;:.• 13/4"TYPE 1 - WO IN "Q 1X OD BUCK N 13/8" C _ 7 r:..'.. •.. - ti _ .....___--_ Accepran�e ` Expiretwn Wt,• _. MIN. - - - -- 1 -j:. - - _ ---- ----114"MAX. _�--- � _....._ 1/4"MAX. By -_,,•,,. , SHIM 1/4"MAX' -1/4"M X. M am,Dade Prwtucl Control SHIM WOOD EXT. SHIM SHIM ANCHOR EXT. _.____GONG. EXT. WOOD EXT. ANCHOR, -- ANCHOR, - N p I TYPE 2 OR 3, LANCHOR, ANCHOR Y .- NOTE 4 NOTE 1 TYPE 2 OR 3, NOTE 1 DOOR HEAD OD 1 1/4"TYPE 1 OR 2(CMU) NOTE 1 -- Q U ,wYP ) DOOR HEAD(GONG) -13/8"TYPE 1(CONC) O .. p a 3/8" 1 314"TYPE2(CONIC) SIDE LITE HEAD(WOOD) SIDE LITE HEAD(GONG) cn o • r IN. i •••i/4"MAX. m O 2 � r} .ILO SHIM ( • • • SHIM - - --- ) • • -i 1/4"MAX.SHIM 114"MAX.SHIM 1 3/8"TYPE 1 OONC M <Y - U • r:i'� ..r (CONC) to £o +� • :.,:..'.`1 3/4"MIN.E.D. I - 1318"MIN. '�*V" • • • "- __Z ".'• •.:. 1 3/4"TYPE 2(GONG) L11 Y ,• 1 F- ANO►fOR 00000 gtpll�: CONC. - E.D. -1 :...:-. `.-"•,"•'' ANCHOR, "�';-.:,, gg r MIN S 5171 (1 D • ACCYJC %.':•i` �`?.' NOTE 1 V) p E • :_ ,`• 41.5 KSI MIN.CMU OR = U. CEIf IE'�I••FS, �r SON :.c. -WOOD ::.;< 3.4 KSI MIN.CONC. f- O 2 OR 3•• • CEA I REE NU41WNf# ______ ANCHOR, cn ------------------------ ,:• -.:�:..,• •:'•1 3/4"MIN.E.D. W � w o • :13/4"MIN.E.D. ' TYPE is+,,, 1 O 2 OR 3, RQT�1 Niii1 r ti• Z Q O (0 • •• f.", -A • • 2X WOCD EXT. •�CWOOD BUCK, L5 KSI MIN.CMU OR 2X WOOD T. NOTE 1 :r,. Q p I- ••••••BUCK,VT:1•• •••••'aOOR JAMB 3CONC. BUCK,NOTE 2 1 X WOOD RUCK I TE 2 SIDE LITE JAMB(WOOD) SIDE LITE JAMB(CONC)XT p y W Z z b00fdifOOD) .• (CONC) w 3 U 1;0000 •••••• • T - WOOD ANCHOR TYPE 2 CONC.ANCHOR, Z fA W OR 3,NOTE 1 NOTE 1 LLL Q WO(iOMINtHOR,TYPE 2 OR 3 NOTE 1 CONC.ANCHOR,NOTE 1 EXT 1X WOOD EXT. V t1 p _ p BUCK,NOTE 2 Q N U �.I L EXT, EXT NOTE 3 SHIM MAX. 1/4"MAX. SHI1/4'M MAX. SHIM HIM �SHI MAX. O 4 4 ------------ — !7iL --------- -- • wt3/8"MIN. a.-..• '.-" :,: 1 3/8 TYPE 1 IN .13/4"TYPE2 M .r,.,.,.,�.... ,:,. 1:,v;,.�1:3/8 TYPE3.4 KSI MIN. r;';' .:.' ...y 314"TYPE 213/4" 0��' 4.- 3.4 KSI MIN.CONC. CONC. •;�;';'r,; .; ;;. +:r 'J ' < - ..— c co LS 2X WOOD BUCK,NOTE 2 IN.E.D. 2X WOOD BUCK,NOTE 2 L._ 13/4' -..1 oa o DOOR SILL(WOOD) DOOR SILL(CONC) SIDE LITE SILL(WOOD) MIN'E.D. SIDE LITE SILL(CONC) �z NOTES: 1.FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4"TAPCONS EMBEDDED 1 3/8"MIN.(TYPE 1) OR 1/4"SS4 \�� t t t larrtttt CRETE-FLEX EMBEDDED.I 314"MIN.(TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1314", FOR WOOD INSTALLATIONS USE #12 SCREWS,G5(TYPE 3)OR ELCO 1/4"SS4 CRETE-FLEX ANCHORS EMBEDDED 1 3W MIN.(TYPE 2). w 2�; u 2.WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2"THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS (.. DEPICTED AS 2x ARE 1 1/2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE o AUTHORITY HAVING JURISDICTION(AHJ), Z < o.. 0Z:: :j r*w - 0= 3.IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED,NON-SHRINK,NON-METALLIC GROUT('3400 PSI MIN.),(DONE BY OTHERS) :v o N 2z u MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE ISz z WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 1PYQ 4