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EL-13-726aw Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 211521 Permit Number: EL -4 -13 -726 Scheduled Inspection Date: April 30, 2014 Permit Type: Electrical - Residential Inspector: Devaney, Michael Owner: GRIFFITH, WILLIAM Job Address: 795 NE 97 Street Miami Shores, FL Project: <NONE> Inspection Type. Final Work Classification: Alteration Phone Number (305)401 -6279 Parcel Number 1132060142360 Contractor: ATLANTIS ELECTRICAL CORP Phone: (305) 551 -4043 comments INTERIOR REMODEL TO KITCHEN AND 1 BATH. ' INSPECTOR COMMENTS False alse REMOVE 1 BATH Inspector Comments Passed Failed Correction Needed ❑ Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. April 29, 2014 For Inspections please call: (305)762.4949 Page 24 of 28 Miami Shores village Building Department 90050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: Electrical JOB ADDRESS: ,57c7 75 FBC 20 l.%-"� Permit No. APR 10 2013 64 fz-- r,-- r-�-> --`� 2�n Master Permit No. ' -CCU 1 a --12-1 City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: 6� ` �3 Is the Building Historically Designated: Yes NO LO Flood Zone: OWNER: Name (Fee Simple Titleholder): (--T ?4 F� TtF Phone #OC $1 t 6?-71 Address• (1�zy( City: bN State: Zip: Tenant/Lessee Name: Al [A;= Phone #: Email: CONTRACTOR: Company Name: 5( Phone#: Address: o D *.Q,f'— City: � State: C11 zip: �3! Qualifier Name: _ 62m cis CCU r�a� Phone#: State Certification or Registration #: 9 l..� �� K Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ o Square/Linear Footage of Work: LNO Type of Work: DAddress OAlteration ONew ORepair/Replace ODemolition De"ption of Work: Submittal Fee Scanning Fee $ Permit Fee $ ;,k V 7' CCF $ CO /CC $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must he secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. f Signature Signaturew. er or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me sJ, day of U44 C. , 2005, by 1�1'' �- FI day of l_ , 20.5, by P� who is personally known to me or who has produced who is personally known to me or who has produced As iden ' 'cation and w did take an oath. �� leas identificat NOTARY P C: e��i �EBECAM.PASTRANA NOTARY Pqy s i__ �coMtsst�ON# A C�O10@88IOLt1 # 11$872624 f ' • Petneg07.2017 >lD�: FAndy+07.2017 Sign: Sign: Print Print: My Commission Expires: My Commission xpires: APPROVED BY L �� Plans Examiner Zoning Structural Review Clerk (Revised 3 112/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) r It 1 S� 1. !o M 2. S' .1Q. 9. GeneralIsebuetiost t 1. Now coratructlon which kaarpondes any of the NWMrhp features cannot comply using this R>ethod: glass areas in excess of t Bedfoor area, electric resistance heat and at handles looted in dtks. Addf on 5 ON eq.ti., rermu � tad sply.- n_ 11100111110013 � comply by tlrb 2. RII In an the applimble spaces of the `To Be Install" column on We 402A with the Information requested. An "To Be Installed" values must be equal to or more einderd than the required hovels. 3. Complete page 1 based on the "To Be Installal" column Womretion. 4. Read the requirerrards of Table 4028 and dheck each box to indimte you intent to CMply with all appltmWe items. 5. Read, sign and date the "Prepared By' cernflmnon statement 9 the bottom of page 1. The ovner or owners agent must also sign and data the form. 1. New construction, addition, or exiating buildMg 2. since- family detached or multiple -tmnBy attached 3. ff multiple- famUy -No. of wills covered by Oft submissioa 4. Is this a worst case? biWno) S. ContlMorted floor area (sq. II.) 6. Glass type arul are: a. U factor b. SHGC c. Glass area 7. Percentage of glass to floor emu 8. Floor type, area or perimeter, and Insulation: a. Slab -an -grade (R- value) b. Wood, raised (R value) c. Wood, common (It-value) d. Concrete, raised (R value) e. Conroe, common (R- value) 9. Wall type, area and hrsulallwr: a. Exterior. 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R- value) b. Adjacent: 1. Masonry (Insulation R- value) 2. Wood flame (Insulation R- value) 10. Ceiling type, area arui bmuletlon; a. Under attic (Insulation R -value) b. Single assembly (Insulation R- value) 11. Air distribution system: Duct insulation, location, On a. Duct location, insulati� b. AHU location c. Qn, Test report attached (<0.03; yeshro) 12. Coating system: a. Type b. Efficiency 13. Heating system: a. Type b. Efficiency 14. HVAC sizing cdculation: stlac1W 15. Hot water system: a. Type b. Efficiency Plow Prdrt 1. !o 2. S' .1Q. 9. 4. . O 5. �• ��•`� 6a. `-r 6b. 6a ,2. sq. ft ` 7. ` % 8b. Ra sq.ff. Sc. R= sq.fL 8d. R= sq.ff. 8e. R= .,.® sq.ft. 9a-1. R= sq.ff. 98-2. R= sq.ff. 9b-1. R= --° sq.ft. 9b-2. R= sq.fL 10a. R= 9VIL 10b. R= -sq. ft. �^� A lib. Of'f 11c.Test report attached? Yes 5 12a. Type: x 1 J`yry 12b. s b 13a. Type: ((k 13b. HSPF /COPIAFUF- 14. Y s No 15a. Type• 15b. ER CK �tqA� Dtl I hereby cmufy net the plans anti qft� in wah the Review of Diane and WCHicaume covered by ft mtaaadmt 6nllptes co orotcs with ne Home Energy Code. Z . Energy Code. Before nXft Is hxcnWA fly bhadinp w0 be I for comp0a�e to a wah Seabn FAM, FS PREPARED BY: TE:"� 2'' rJ CODE OFFiC1AL• I hereby eerafy Set mils budding b lit compPbrCe wah t OWNER AGENT: _ DATE: _ DATE C.4 2010 FLORIDA BUILDING CODE - ENERGY CONSERVATION f .y - �a TABLE 402A FORMS BUILONG COMPONENT PERFORMANCE CAREAIA' UNTALLED VALUE& U -Factor < 0.65 (�►� Windows e ows (s Note 2): SHGC = 0.30 LLFactor= ®o`er+ %otCFA < =20% SHGC= % 01 CFA = 1�A ttls 1.1-Factor < 0.75 1 : U-J Doom: Exterior door U-Factor 1.1-Factor < 0.85 U- Factor= Room to mqu R -Value = Over see Note 3 R-13 Wei - Ext. and Aij. (see Note 3): Heat trap Wired for vertical pipe risers. Cm* whh effidlencles, In Tablo 403.43.2. Provide switch or dear Frame R-13 R -V" = Mass (see Note 3) interior of wad: R-7.8 R -Value Eftrlor of wrafl: R-6 "Blue. COMW (see Notes 3 & 4) RED R-Vada = Test Attached? Reflectance 025 Refer= Yes No a Air d obitton system (see Note 4) efficiency = 78% otter 4/18/13. Heed purnp pool hers rni dawn COP= 4.0. l'4 Ouctwo* & air hwWft wilt Lo Urcor space Corte Not allowed a P�� T s Duct R -value R -value 2 6 R-Val u= Yeache , 1 1� 9 Air leakage an On 15 0.03 13 On. yv Air see Note SEER =13.0 SEER = Hosaft system Had Wrap (see Note 5) Coo6rgp SEER =13.0 SEER = \ Heaflrgf: HSPF = 7.7 HWF = Gas furnace AFUE 78% AFUE On fume AFUE 78% AFUE BecUlo rem Not allowed (an Note 5) VYaW heeling; sydem (amp type) lletuic lase Note Bx 40 tai: EF = 0.92 (ia9ora = 50 gal• EF =0.90 EF = �� Gas Bred (see Note 7): 40 gak EF = 0.59 Gallons r� +p Other (describe): 50 gal• EF = 048 EF. (1) Each component present In the As Proposed home must meet or exceed each of the applicable perlormanoe criteria in order to comply with this code uMh►g tihie nretitOd; otherwise Stern 405 compliance must be used. (2) Windows and doom quaftft as glazed lenestration arms must comply with both the maxim= 1.1-Factor and re maximum SHGC (solar Heat GaIn Coefficient) cdwla and haws a maximum total wbxbw area equal to or less then 20% of the conxittioned floor area ( CFA): otherwise Section 405 mast be used for compliance. Exception: Additions of 600 square feat (56 m� or less may have a maximum glass to CFA of 50 percent. (3)13 - values are for insulation material only as applied in accordance with manufacturers' Installation Instructions. For mass walls, the "Interior of weir requirement must be met exc epit 9 at least 50% of the R-6 Insulation required for the °exterior of walr Is Installed exterior of, or integral to, the wall. (4) Ducts & AHU installed substantially leak free per Section 40322.1. Test by Class 1 BERS rater required. Exception: Ducts Installed onto an existing air distribution system as part of an addition or renovation; duct must be R-6 intrtatied per Sea 5032.72. (5) For all conventional units with Capacities greater than 30,000 Bftft For other types of equoTtent, see Tables 5032.3(1 -8). Exception: The prohibition on electric resistance heat does not apply to additlons, renovations and new heating systems InslalM in existing btdkgng . (6) For other electric storage vodmm ndnimum EF - 0.97- (0.00132 x volume). (7) For other natural gas stores volumes, minimum EF a 0.87- (0.0019 x volume). Ughting egWprtant I 404.1 1 At ktast 50% of penruortordy dustalled tbmaes shall be higtref WaW Iarttps. I as 2010 FLORIDA BUILDING CODE — ENERGY CONSERVATION CA To be cauflced, g odaded, wed or okarwise sealed Recessed IGrated as mart ASTM E Air kulmge 4024 283. Widows and doors = 0.30 chnAK it Tes*9 or visual dhspection regadred. Fdeplecew geskeled doors & outdoor oomMmtlon air. CWWWAmeewalls 40521 R-19 space pemaH5r9. Pmgwmwbte thermostat 403.1.1 Whore forcedalr honoree Is primary system, progrerrunable thermostat Is "Wred. Air fth bdiart system 4082 Ducts in Bake or on mole Insisted to R-8: Ww ducts R-6. Dods tested to 0,= 0.03 by a Cries 1 OEM rater. Heat trap Wired for vertical pipe risers. Cm* whh effidlencles, In Tablo 403.43.2. Provide switch or dear j Water heaters 403.4 narked cbcu t breaker (epic) or shialf (gas). Circulafh9 system pipes emulated m = R-2 + accessbia manual OFF swfth. f7J,t� Spas and heated pools must have vapor- reterdard cis or a"cover or other arcane proven to reduce tit � 1 8wfmmh9 pool & spas 403.8 loss except If 70% of heat from eke recovered energy. ONAlmar switch required On heaters n* t urn ftn al tv efficiency = 78% otter 4/18/13. Heed purnp pool hers rni dawn COP= 4.0. Sift calculation perfomred & attached. Mb man efficiencies per Tabes 5023 Equlprn vadfl aTTort Cod9Aueatl9 equpen 403.8 regirud. Spedel oc ad- rxo8r9 or heating capacity requires separate "Mon or vad" "a — Ughting egWprtant I 404.1 1 At ktast 50% of penruortordy dustalled tbmaes shall be higtref WaW Iarttps. I as 2010 FLORIDA BUILDING CODE — ENERGY CONSERVATION CA it Air System Sizing Summary for AHU-1 Project Name: Griffin Residence 03/26/2013 Prepared by. Ernesto Santana P.E. 09:23PM Air System Information 13.1 MBH Air System Name AHU-1 CFM 'Equipment Class — - — - — - — - __._ SPILT AHU CFM Air System Type SZCAV *F Sizing Calculation Information 52.3 *F Zone and Space Sizing Method: CFM Zone CFM Sum of space airflow rates 1913 Space CFM ____ Individual peak space loads —1.38 "'Central Cooling Coll Sizing Data Outdoor Ventilation Air Data I of I Total coil load Design airflow CFM Tons Total coil load -- — —.._._ —..._ -43.2 MBH - Sensible coil load ___ 42.6 MBH Coil CFM at Oct 1700.____________1914 Ent. DB / Lvg DB --- --------------- CFM Max block CFM 1914 CFM Sum of peak zone 1914 CFM Sensible heat 0.986 ft2rron 384.3 BTU/(hr-ft2) __.___31.2 Water flow @ 10.0 *F rise.— WA Central Heating Coll Sizing Data Max coil load 13.1 MBH Coll CFM at Des Htg --- — — — — __1914 CFM Max coil CFM —_ --------- 1914 CFM Water low @ 20.0 *F drop NIA *F Supply Fan Sizing Data 52.3 *F Actual max CFM ____1914 CFM Standard CFM — ------------ 1913 CFM Actual max CFMtft2 . —1.38 CFM/ft' Outdoor Ventilation Air Data I of I OK Design airflow CFM 0 CFM CFM/W -- — ---------------- — 0.00 CFM/ft2 Number of zones Floor Area Location ___ Calculation Months Sizing Data ___ -----.1384.5 It2 Fort Myers, Florida Jan to Dec Calculated Load occurs Oct 1700 OADB/WB..--.-- *F Entering DB WB -----.75.2161.3 *F Leaving DB WB 54.6 153.2 *F Coll 52.3 *F Bypass Factor--------------. Resulting RH . ... . .. . ....... . .... 44 % Design supply temp..___.._......_..__.. *F Zone T-stat Check I of I OK Max zone temperature deviation ------ __-0.0 *F Load occurs Des Htg BTU/(hr-ft2) Ent. DB / Lvg DB --- --------------- 69.9176.3 -F Fan motor BHP BHP Fan motor kW__ kW Fan static 3.50 in wg CFM/person 0.00 CFM/person rage -I Or I Zone Sizing Summary for AHU-1 Project Name: Griffin Residence 03/26/2013 Prepared by- Ernesto Santana P.E. 09:23PM Air System Information Air System Name AHU-1 -Equipment Class SPLT AHU Air System Type - ----- __SZCAV Sizing Calculation Information Zone and Space Sizing Method: Zone CFM.-----.- Sum of space airflow rates Space Individual peak space loads Zone Sizing Data Number of zones Floor Area ___ Locafion.___ Calculation Months Sizing Data ---1384.5 ft2 Fort Myers, Florida Jan to Dec Calculated Zone Terminal Sizing Data Space Loads and Airflows No Zone Terminal Sizing Data required for this system, Zone Name I Space Name Maximum Design Minim um Time Maximum Zone Space CFM/fe Zone 1 Cooling Air Air of Heating Floor Bath 2 Senolble Flow Flow Peak Load Ana Zone Zone Name (MBH) (CFM) (CFM) Load (MBH) (W) CFMMe Zone 1 37.5 1856 1856 Oct 1700 18.7 1384.5 1.34 Zone Terminal Sizing Data Space Loads and Airflows No Zone Terminal Sizing Data required for this system, Zone Name I Space Name Mult. Cooling Sensible (MSH) Time of Load Alr Flow (CFM) Heating Load (MBH) Floor Area (fe) Space CFM/fe Zone 1 Bath 2 1 1.2 Jul 1800 66 0.5 41.2 1.36 Bed RM 2 1 8.6 Oct 1700 399 3.6 196.11 2.04 Bed RM 3 1 8.1 Oct 1700 373 4.6 275.2 1.36 Hall 1 0.5 Jul 2100 24 0.1 34.0 0.70 Kitchen 1 3.2 Jul 1800 147 0.9 133.0 1.11 Liv/Dinning RM 1 10.3 Oct 1700 477 4.2 399.0 1.20 Family RM 1 1 8.21 Jun 1800, 380, 4.8 306.0 1.24 Hourly Analysis Program v.4.3 Page 1 of 1 Air System Design Load Summary for -1 Project Name: Griffin Residence 03126/2013 Prepared by: Ernesto Santana P.E. 09:23PM Hourly Analysis Program v.4.3 Page 1 of 1 DESIGN COOLING DESIGN HEATING COOLING DATA AT Oct 1700 COOLING OA DB 1 WB 89.5 °F 174.9 °F HEATING DATA AT DES HTG HEATING OA DS / WB 42.0 °F 136.3 °F ZONE LOADS Details Sensible (BTU/hr) Latent (BTU/hr) ` Details Sensible (BTU1hr) Latent (BTU/hr) Window & Skylight Solar Loads 351 ft2 15895 - 351 ft' - - Wall Transmission 1114 ft' 2976 - 1114 ft2 4244 - Roof Transmission 1385 ft2 925 - 1385 11:2 1454 - Window Transmission 351 ft2 4981 - 351 ft2 11794 - Skylight Transmission 0 ft2 0 0 ft2 0 Door Loads 0 ft2 0 0 ft2 0 - Floor Transmission 1385 ft2 2153 1385 ft2 1108 - Partitions 113 ft2 60 - 113 ft2 57 - Ceiling 0 ft2 0 0 ft2 0 Overhead Lighting 1558 W 4002 - 0 0 Task Lighting 0 W 0 - 0 0 - Electric Equipment 1880 W 5752 - 0 0 - People 3 735 615 0 0 0 Infiltration - 0 0 - 0 0 Miscellaneous - 1 1 - 0 0 Safety Factor 0%/0% 0 0 0% 0 0 >> Total Zone Loads - 37479 616 > - 18658 0 Zone Conditioning - 36119 616 - 17876 0 Plenum Wall Load 0% 0 0 0 - Plenum Roof Load 0% 0 - 0 0 - Plenum Lighting Load 0% 0 - 0 0 - Return Fan Load 1914 CFM 0 1914 CFM 0 - Ventilation Load 0 CFM 0 0 0 CFM 0 0 Supply Fan Load 1914 CFM 5363 1914 CFM -5363 - Space Fan Coil Fans - 0 - - 01 - Duct Heat Gain / Loss 3% 1124 - 3% 560 - s> Total System Loads - 42606 616 - 13073 0 Central Cooling Coil - 42606 622 - 0 0 Central Heating Coil 0 -1 13073 Total Conditioning 426061 622 13073 0 Key: Positive values are clg loads Negative values are htg loads Positive values are htg loads Negative values are clg loads Hourly Analysis Program v.4.3 Page 1 of 1 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 foils 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 11 of 11, dated 02128/2006 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 entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 114630.02 and consists of this page 1, evidence pages E -1, E-2 and E -3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. �,t w NOA No. 11-1114.04 2 g tZ Expiration Date: December 21, 2016 Approval Date: February 16, 2012 Page 1 V r PGT Indust W. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA Is No.'s 67- 0815.09 and 06- 0405.06) 2. Drawing No. 4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/2812006 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 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- 4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. 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 E -1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by PGT 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 I. 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 "Sallex 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 UwA the Work of another Engineer per Section 61015-27.001 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. FTI,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, 2416 E -2 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 FTL4858 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. 114630.02, 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. Jalme D. Garcon, P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: Deceinber 21, 2016 Approval Date: February 16, 2012 E -3 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. 5116" LAW CONSISTING OF (2) LITES OF 11W ANNEALED GLASS WITH A JAL) DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 616" LAMI CONSISTING OF (1) LITE OF 118' ANNEALED GLASS AND (1) LITE OF 118" HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR MAXIMUM PVS INTERLAYER. C. 6M8' LAMI CONSISTING OF (2) LITES OF 1J8" HEAT STRENGTHENED GLASS WITH AN .M DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB WTERLAYER. D. 7116' LAM! CONSISTING OF (2) LITES OF 3116" 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 3118' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEWKEEPSAFE MAXIMUM PVB INTERLAYER. F. 7110' LAMI CONSISTING OF (2) LITES OF 3116" HEAT STRENGTHENED GLASS WITH AN = DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G. 13/10" LAMI IG: (1) LITE OF V8" OR 3/18' ANNEALED (MIN.) GLASS, 5116" OR 316' AIR SPACE AND 6116' LAMI CONSISTING OF (2) LITES OF 1/6" ANNEALED GLASS WITH A .M DUPONT BUTACITE OR SAFLEXKEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/1(r LAN IG: (1) LITE OF 11W OR 3116' ANNEALED (MIN.) GLASS, 5/10" OR 3B" AIR SPACE AND 611@ LAN CONSISTING OF (1) LITE OF 118" ANNEALED GLASS AND (1) LTTE OF 118' HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXrKEEPSAFE MAXIMUM PVB INTERLAYER. 1.13118" LAMI IG: (1) LITE OF 118' OR 3/18' ANNEALED (MIN.) GLASS, &16r OR 318' AIR SPACE AND 6/10" LAMI CONSISTING OF (2) LTTES OF 1/8' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIMEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/18" LAMI 143: (1) LITE OF 118" OR 3/18" ANNEALED (MIN.LGLASS, 3/18' OR 1/4" AIRSPACE AND 7118" LAN CONSISTING OF (2) LITES OF 3MW ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. K. 13118' LAMI 10: (1) LITE OF 118' OR 311 8° ANNEALED (MN.) GLASS, 3118" OR 1/4' AIR SPACE AND 710' LAMI CONSISTING OF (1) LITE OF 3116' ANNEALED GLASS AND (1) LITE OF 3116' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. t 13110" LAMI IG: (1) LITE OF 1/8.OR 3110' ANNEALED (MIN.) GLASS, 3118' OR i/4" AIR SPACE AND 7M6" LAMI CONSISTING OF (2) LITES OF 3118' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2 CONFIGURATIONS: O& &Q XOX 3. DESIGN 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 8 THROUGH 11 FOR ANCHORAGE DETAILS. 6. SHUTTERS ARE NOT REQUIRED. S. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL -4W% FTL4869 AND FTL -5330. ELCO TEXTRON NQA: 04- 0721.01, 03-M.06 ANSUAF&PA NDS-2006 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL S. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (M44 B. 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. P.o.egx+sm NOl(OA�. R X74 /f wo I NTS 1 4 -ell 4W-10 NOA DRAWING MAP �•`��'Z` •• � .`c�NSE �•. is •%; No. 68705 a OF IONA4 %% 11 ALym PS p" mm SHEET GENERAL NOTES ........„„.1 GLAZING DETAILS........... 2 DESIGN PRESSURES...-- 3 ELEVATIONS....— 4 VERT. SECTIONS ... ........ 6 HORIZ. SECTIONS__ .» 6 PARTS LIST ».. .. „.. „ „....» 8 EXTRUSIONS ...... »... „...... 7 CORNER DETAIL .............. 6 ANCHORAGE___..-- 5-11 �•`��'Z` •• � .`c�NSE �•. is •%; No. 68705 a OF IONA4 %% 11 ALym PS p" mm C 1/2" NOM. l it NOM. a EXTERIOR INTERIOR [v GLASS BITE GLASS BITE (ALL SECTIONS) --7 "u 1-7 60,61,62 t 118" ANNEALED OR HEAT STRENGTHENED GLASS 490 SOLUTLA OR DUPONT PVB INTERLAYER 1/8' ANNEALED OR HEAT STRENGTHENED GLASS 5118' NOM. 5/16" LAMINATED GLASS ' STRENGTHENED GLASS IT PVS INTERLAYER " STRENGTHENED GLASS OR TEMPERED GLASS QD 13/16" LAMI IG GLASS W/ 5/16" LAMI 316' ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTLA OR DUPONT PVB INTERLAYER 316° ANNEALED OR HEAT STRENGTHENED GLASS 716° LAMINATED 7116" LAMINATED GLASS 112" NOM. GLASS BITE 7,74.76,76,777) �( 3116" ANNEALED OR HEAT STRENGTHENED GLASS ON SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 716° LAMINATED 3/18" OR 1/4' AIRSPACE 1/8' or 3/18' ANNEALED OR TEMPERED GLASS 1316' NOM. 13116" LAMI IG GLASS W/ 7116" LAMI QFOR 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. aoKO ALUM. HORIZONTAL ROLLER IMNDOW IMPACT P.O.BQX ISIS _ coe�,R�vra VtabdpBea"r NI�JO FUII a 2 a 11 4127 -10 E PAODUCfRSVmm m� Iy�v,Bbthemalfin Aw om.N"_L 4mg5d -'oay VYNN 4fu(FO�i `��.cA: V�GENSF ' •.� 'iii •]1C ; 00.68705 '. A LYNNUU PA P.E08B70B XOX (114,1/2,114) FLANGE OR INTEGRAL FIN WINDOW WIDTH GLASS TYPE 26" 36" Be A,B,G,H +60.0 -60.0 +60.0 -60.0 98" A,B,G,H +60.0 - 60.0 +60.0 -60.0 106 316" A,B,G,H +60.0 -60.0 +60.0 -60.0 108" A,B,G,H +60.0 -60.0 +60.0 -60.0 111" , A,B,G,H +60.0 -60.0 +60.0 -60.0 UP TO 111" C,I UP TO 111" D,E,F, J K,L XOX (1/3,1/3,1/3) FLANGE OR INTEGRAL FIN WINDOW WIDTH GLASS TYPE TO 86 7116" AB ,C G,H,I TO 88 7116" DE ,F, J,K,L OX AND XO FLANGE OR INTEGRAL FIN MNI WINDOW WIDTH GLASS TYPE 26" 36" W. A,B,G,H +75.0 76.0 +75.0 -75.0 or A,B,G,H +75.0 -75.0 +75.0 -75.0 . 72" A,B,G,H +75.0 -75.0 +75.0 -75.0 74" 1 A,B,G,H +75.0 75.0 +75.0 -75.0 UP TO 74" C D,E,F, I,J,K, L GLASS TYPES: TEST REPORT FTL -4858 p(OX), FTL -485£ A. 5/16° LAMI - (118° A, .090,10 A) B. 5116" LAMI -(1/8" A..090,1/8' HS) C. 5116" LAMI - (118" HS, .090,118" HS) D. 7/16° LAMI - (3/16" A..090, 3116" A) E. 7116° LAMI - (3/16° A, .090, 3/16" HS) F. 7116" LAMI - (3116" HS, .090, 311(" HS) IL G. 1311E H. 1311E I. 13116 J. 13/16 K. 13/1E 13116 � Al ' 40N7H9 E NOG7/AiffQE7iB8MMIT JR 820H! D AODEDI@CAPTO�' a80FTNDTE RK MAW C A0DWE@3R AW a-MW a LVMTEA8ME 1 AK tom 22M tom r-jj.*l x'08 27 3Ar r 110° MAX. WIDTH IF. FRAME 111• MAX. WIDTH FLANGE FRAME DETAIL B - XOX (1/4-1/2 -1/4) 33 9118" MAX. 33 9/18' MAX DLO FIXED C DLO VENT A I MAX / MAX / DLO ALL FIXED IS _ X 63" MAX FLANGE 4 FRAME ALL f r CONFIG. MAX. DLO ALL VENTS 02° MAX IF. FRAME ALL CONFIG. 27 318° MAX DLO VENT x 27 30 MAX. DLO MED, 0 I - 85 7110° MAX. WIDTH I.F. 0711W MAX WIDTH FLANGE FRAME DETAIL C - XOX (1/3- 1/3 -1/3) NOTE: 1. SEE SHEET 8 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET SAT HEAD AND SILL _ 15 IF. FRAME 0 f —i D D FLANGE FRAME C ```�� LYNN g9j/ V � 73° MAX WIDTH IF. FRAME �• ~�: 'V6EN VIEW D-D �� ` •'•. •!r 7,r MAX WIDTH FLANGE FRAME (FRAME CORNER CONSTRUCTION) 58705 DETAIL A - OX OR XO = `- .0 tm1m1 E NOC SHEET ELEVA770AIS -0 sr baF` ._ , .►x �lp BALYt1 0 AOl81Al�#7tfiS8HHsT 107Naco a P�T jumir ALLM HORIZONTAL ROLLER WINDOW IMPACT '�. S /ONA�. �. FA WNW C P O BQJt te78 as�adaae e e roes A ii' d�uLL�R v E roacs.v�e FdG amm lDato Z8 4 a 11 4127 -10 E P.E.9am Max I I HEIGHT FLANGE FRAME MAX l."l SECTION C-C (VERTICAL SECTION, FLANGE INTERIOR -'-I •— MAX. 6:ED DLO --4 t-�- MAX. WIDTH (FLANGE FRAME) 19 SECTION B -B 17 (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) ;+ MAX FIXED DLO --4 MAX VENT DLO r MAX. WIDTH (IF. FRAME) EXTERIOR SECTION A-A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) SILL . SECTION, I.F. 816CHNOLO(4V IMIVE NCXOM%PL34= 1838 .. NOK0608. PL34274 HEAD (VERTICAL SECTION, I.F. FRAME) ALUM. HORIZONTAL ROLLER WINVDOW,1 F8�40 Haf! 6 s 11 4927 -10 MAX. VENT DLO PRODUCT RBV(88D liu;G =wro NaFlALIdB Illllt �`��•��`°NUCEnisF �4F�P �'�� 'k' � Ho. 887fl5 • 8TA I OVA A. LYIII4 N¢L6i, P.E P.fltBBm 16 1 4110 G 17 1 4054 B k r MIME m�m ® mim ®m■ mffmm m9mm ©mm MIME } WE�} M mmmm DIME 0INN■ ®ffmm LIFT IIVEOPEN CELL FOAM PAD E FRAMEJAMB T FOR MAIN FRAME SILL JOINT WQUADPN. SMS J ADAPTOR WEETINGRAIL .187 X 230, FIN SEAL 'OP & BOTTOM RAIL 250 X 270 BACK, FIN SEAL 1 HOUSING& GUIDE ROLLER WHEELS WAL ROUM SASH TOP GUIDI CEErMRAIL .170 X.270 BACK. FIN SEAL LB WEATHBRSTRIP.187 X T RAILCOVER CAP FRAMEHEAD FRAME SILL MAT'L PGlW 1TFA4 DWCWIREVI DISCRWMN1 I MAT'L 163 -T6 AL 612237' 66 (RASS, 13116 ° LAMI IG1 /8"A 3/8- AIRSPACE, 5/16' LAMI (1/8-A,.090 163-T5 AL 612244 67 4222 13116° LAMI 10-1/8 "A WN.1 318" AIR SPACF, 5116" IAMI 1/8"A .090 P' GIAZWOBEAD- 7/16" 78y1p1A 68 56 13116 - LAMI I0•1 /8"A . 3/8° AIR SPA 5/16 - LAM! 1/8-HS, .0901 163-T5 AL GLAZINGBEAD -7/16- W /GRILLKIT 69 6985 13116- LAMI Ki3/16 -A @dlNj 5116- AIR SPA 5/16- LAMI 1/rA .090 63 -TEAL 64136 70 6063 -T5 AL 13/16° LAMIIO.3lI6°A IN. 5/16" AIR SPACK 5116- LAMI 1 /S"A .090 63 -TEAL 64137 71 13116"IAMIIG•3/16 -A IN. 5/16 -AIR SPACE:5 /16- LAMI1 /S°HS,.091 63 -TEAL 64131 ?2 13116' IAMIIG•1 /8"A MIN. I /4' AIR SPA 7/16" LAMI 16- A,.090f ILYPROP. 71298 73 13/16' LAM11G•1 /8'A IN. 1/4' AIRSPACE 7/16- LAMI 3/16A,.090F 63 WADI 826 74 13116' LAMI IGd /8'A IN. 1/4- AIR SPACE 7116° LAMI 16-HS, .090 63-T6 AL 612225 75 ° 13/16- LAMI IGG3 /16 °A 3/16' AIRSPACE, 7/16" LAMI 16 -A, .091 65 741 /K 76 " 13116IAMIKi3 /16 "A 13/16 -AIR SPACE, 7/16 LAW 3/16-A,.091 781 A 7/ 0 13116 LAW IG3/16A IN. 3/16 AIRSPA 7/16 LAMI 3/16HS .0! 90 1014 SCREEN FRAME & VER 3105 -H14 AL 63•T5AL 641100 91 1630 SCRMODMi RKEYWAUNGS POLYPROP. {HD-T6 AL 64054A 92 1631 SaUM COMMKEYW/OUT RINGS POLYPROP. 640M 93 1073 SCREEN SPRING ST.SP. 63-T5 AL 612240 94 1624 SCREEN SPLINE -,135 DIA. FOAM PJ}4 PVC 61693G 95 1635 SCREEN SPLINE -.135 DIA. HARD FJ14 PVC 42112HD 96 SCREEN CLOTH BRASS 7BRWHL2 LYPROP. 44128N 6 AL 64006 2710 r1r .-Of 70 1 W" I D j%0.d G NUDr-MV -Wl0__ 01A3- 13AL I D%WVD 54 4044 B GLUMBEAD -5/16" W/GRFLLKTI 6063 -T5 AL 644703 55 4222 A GIAZWOBEAD- 7/16" 6063 -T5AL 64222 56 985 C GLAZINGBEAD -7/16- W /GRILLKIT 60663 -TSAL 6985 59 4067 GLAZINGBEAD- 13/16" 6063 -T5 AL 64067 60 CLASS, 5116" LAMI U8' A .090 PyEk 1/8- A 61 - 5116' LAMI 1 /8" A..090 PVB I/8" HS 62 " 5116" LAMI IV HS, .090 PVB;1/8- HS 63 - 7/16" LAMI 3/16 A,.090 P 3/16° A 64 " 7/16- LAMI 3/16' A,.090 3/16" HS 65 ' 7/16° LAMIl3/16" HS- .090PV8.3/16" HS1 NOKOb08. FL3WS PA 1828 NOK0688, FL34Z74 -11 F I 2.824 .082 41 I.F. FRAME HEAD #4139,8083 -TB MoLn=pzvlsm 2.784 � wn aw nwma 3.152 �G 082 Now 1.988 O I.F. FRAME JAMB 1' } #4141, 8083 -T6 �```�Or1'1 LYNN 710 No—� 05 . 687 42 I.F. FRAME SILL #4140,8083 -T8 U '. 2— ? Lu-- P '• s1A of PARTS LIST �":��`� '• RxOa�up. G,,.• �-- ALUM. HORIZONTAL ROLLER VOWDOW IMPACT 1 ��' kia9O NTS B -,1 4127- -10 E A L P.E.ssams PA - a -11 F I 2.824 .082 41 I.F. FRAME HEAD #4139,8083 -TB MoLn=pzvlsm 2.784 � wn aw nwma 3.152 �G 082 Now 1.988 O I.F. FRAME JAMB 1' } #4141, 8083 -T6 �```�Or1'1 LYNN 710 No—� 05 . 687 42 I.F. FRAME SILL #4140,8083 -T8 U '. 2— ? Lu-- P '• s1A of PARTS LIST �":��`� '• RxOa�up. G,,.• �-- ALUM. HORIZONTAL ROLLER VOWDOW IMPACT 1 ��' kia9O NTS B -,1 4127- -10 E A L P.E.ssams PA .082 1 73 L_J�j 1 73 �2.710� O FLANGE FRAME HEAD #4102A,6083 -TB .490 0� T— � - 1.461 --4 O SASH STOP #4025, e063 -TB 062 F �•348'—I 1E22 2.710 --I O FLANGE FRAME SILL #4138.8083 -TS -46 O HORIZ. ROLLER TRACK #4131, 8083 -T6 2 .062 - 1.081 F^— 21 SASH TOP & BOTTOM RAIL 32 SASH MTG. RAIL #4133,6063 T8 #4006D,S083HS -TS .060• --►, .� 1.098 —I� •i GLAZING BEAb, 5/16" J #40448,806346 (USED W/ GRILL Kra 7 E.875 U55 GLAZING BEAD 7/16" #4229A, 800-T6 KOKO e, 8.34278 PA. BQ%' NCItCM18, 834270 —�{ 1.187 3 O FRAME SILL ADAPTER #4137,8083 -T8 1.1,87 .082 �t4o3 --I 17 FIXED MEETING RAIL #4064B,6083HD -TB i r :r —W-14, 37 SASH SIDE RAIL #4126,OW345 I O GLAZING BEAD, 7/16" #WWI 6003-TS (USED W/ GRILL KIT) mmv O SASH STOP COVER #4063.6063 -T6 —2.784 —1 r 1.383 .082 13 FLANGE FRAME JAMB #4002A,6063 -T8 IFL 878 O GLAZING BEAD, 5/16" #4=% 6083-TS '1 11.087 59 GLAZING BEAD, 13116" #4087,500346 HaN 1 7 d 11 1 4127 -10 eRWUCT1 MSED > of LYNN *' No. 58705 kITA (WI A LU P.fl P.E088708 ANCHOR QUANTITIES, XOX (114412 -1/4) WINDOWS TABL GLASS TYPES A B.C.G,H,I GLASS TYPES D.E,F,J.KL ANCHOR TYPE 2,3, WOOD 1 2, CON( 1 1, CONC 2,3. WOOD $ CON( 1 1. CONC IMIMDOW SIZE I HEAD & SILL N► V H 63.125 x 38.375 1 +C2 +1 +C2+1 4&WD 1 +C2 +1 +C2 +1 80.825 1 +C2+1 +C2+1 54.000 1 +C2+1 +C2+1 00.000 1 +C2 +1 +C 2+1 88.000 1 +C2 +1 +C,2+1 00.000 x 38.375 1 +C 2+1 +C2+1 48.000 1 +C2+1 +C2+1 50.825 1 +C2 +1 +C2 +1 54.000 1+C2 +1 +C2+1 80.000 1+C2 +1 +C 2 +1 83.0 1 +C2+1 +C 2+1 74.0Wx 3&375 1 +C2+2+C2+1 41LODO 1+C 2+2+C2+1 00.826 1+C2 +2+C2 +1 54.(00 1+C2 +2+C2+1 80.0 1 +C2+2+C2+1 83.000 1 +C2+2+C2+1 84.000x 3&378 1+C2 +2+C 2+1 48.000 1 +C2+2+C2+1 50.828 1 +(2+2+(2+1 64.000 1 +C2+2 +C2+1 80.E 1+C2+2 +C2+1 63.000 1 +C2 +2+C2+1 10IL376x 38.375 1 +C2+2+C2+1 48.000 1 +C2+3+C2+1 60.825 1 +C2+3+ 2+1 SCOW 1 +C3+3+0+1 80.= 1+03+3+C,3+1 83.000 1+CS+3+CS+1 4&000 60.625 54.000 00.000 63.(00 + HEAD & SILL 13 1 HEAD & SILL 13 1 HEAD & SILL 1 -31 HEAD & SILL 15 1 HEAD & SILL 1 +C2 +1 +C2+1 1 +C2+1 +C2+1 2 1 +C2 +1 +C2+1 1 +C2+1 +C2+1 +1 +C2 +1 1 +C2+1 +C2+1 +1 +C2 +1 fi+C2+1+C2+1 1 +02+1 +C2 +1 +1 +(� +1 1 +C 2+1 +C 2+1 3 1 +C2+2+C2+1 3 1 1 +C3+3 +C3+1 3 1 +C2+2+C2+1 3 1 +(3+3+(3+1 3 1 +C2+2+C2+1 3 1 +C3 +3+C3+1 3 1 +C2+2+C2+1 3 1+C4+3+C4 +1 3 1 +C2 +2+C2+1 3 1 +C4+3+04 +1 2 1 +C2 +2+C2+1 2 1 +C2+3+C2+1 3 1+C2 +2 02+1 3 1 +C S+3+C3+1 3 1 +(2+2K2+1 3 1+CS+3+C3+1 3 1 +C:2+2+C2+1 311+C3+3+60 3 1 +CK+2+C2+1 41+ 3 1+(2+2+(x+1 3 1 +CA +3+04 +1 1 +C2+2+C2+112I1+C.2+2+C2+1 1 +C 2+2+C2+1 1 +C3+2+C3 +1 1 +CS+2+C3 +1 1 +C3+2+C3+1 1 +C2+3+C2 +1 1 +C3+3+C3 +1 1 +Ca+3+C3 +1 1 +C4 +3+C4 +1 1 +04+3+04 +1 1 +(2+4 +C2+1 1 +C3+4+C3+1 1+C S+4+C3 +1 1+C4 +4+04+1 1+04 +4+04+1 NOTES: 1. ANCHOR TYPES: 1 -114" ELCO TAPCONS 2 -114" ELOO SSA CRETE -FLEX 3 -412 STEEL SCREWS (GS) 2. GLASS TYPES: A A. 6115° LAMI - (1/8' A,.090,1/8° A) FOR INSTALLATION IN THE HVHZ ABOVE 30 S. 5118° LAMt - (118" A,=, 118" HS) FT, GLASS TYPES G - L SHALL HAVE A C. EIS" LAMI - (118" HS,.090,1/0- HS) TEMPERED I.G. GLASS CAP. BOTH THE OP AND D. 7/15" LAMI - (3118" A,.09% 3M8- A) ANCHOR QUANTITY REMAIN UNCHANGED. E. 711V LAMI - (311(r A,.080, 3118" HS) F. 7118 - LAMI - (3118- HS „080, 3MS- HS) G. 13M8- LAMI IG -118” OR 3118- A (MIN.j 5M6' OR 3/8- SPACE, 5118- LAN - (1/8' &.090. I/8' A) H. ISMS' LAMI IG -118" OR 3118'A (NpN.), 6/16' OR 3/8" SPACE:, 5118- LAN - (118" A,.010,1/8- HS) I. 13118- LAN IG - 1/8.OR 3118- A (MIN.), 5118" OR 318" SPACE, 5115' LAMI - (1/8" HS „080,1!8- HS) J. 13115' LAMI IG -1/8' OR 3/16” A (MIN.), 3/16' OR 114" SPACE, 7/18" LAM[ - (3118" A080, 3116- A) K.13M8" LAMI IG -1/8° OR 3116' A (MIN.), 3116" OR 114" SPACE, 7115- LAN - (3KW A,080, 311(- HS) L. 13/18" LAMI IG - 1/8.OR 3M6- A (MIN.), 3116" OR 114- SPACE, 7118" LAMI - (3116- HS-08D. 311(" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WIDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 26 314" MAX. FROM CORNERS. JAMBS: B' MAX. FROM CORNERS AND 22117 MAX. O.C. TABLE KEY: X O X H1 +C3 +4+C3 +1 3 �--�OR QUANTITY PER JAMB EAD AND SILL ANCHOR QUANTITY. A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (4) ANCHORS AT FOCED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) 25 31C num MIN. W REF. X O X - - - PRODUCTREWsw MTG. RAIL, TYP. as comWYiBwhb0roi7°dda EXAMPLE CLUSTER W/ CITY. OF (3) ANCHORS No (SHOWN IN TABLE KEY ABOVE) ,^ — 4 1+C4 +3+C4+1 3 1 +C5+4 +C6+1 3 25 314° MAX 3 1 +C2+3+C2+1 2 1 +C2 +4 +C2+1 2 1' F-3' MIN. 3 1 +C2+3+C2+1 3 1 +C3+4+C3+1 3 a—b 9° REF. X O X 3 1 +C3+3 +C3+1 3 1 +C3+4+C3+1 3 7- 3 1 +C3+3+C3+1 3 1+C4+4 +C4 +1 3 1 4 9 +03+3+(3 +1 3 1+(4+4+(4 +1 3 MTG. RAIL, TYP. 4 1 +C4 +3+CA +1 3 1 +C5+4 +C5+1 4 AMPLE CLUSTER W/ QTY. OF (4) ANgHORS 10M ,EM� u� ANCHORAGE SPACING, XOX (114- 1/21!4) +u ONS.FL3M +� Po ,w ALUM. HORIZONTAL ROLLER MNDOW IMPACT woxonus. Fl 3W4 Yvth(y Beaer }gt7f0 NTS 1 618 a 11 ft"wN. 4127- -10 E _ 11IIIU/ * : Pb.58705 '0% � 9TA ) iOF� ' �W A. Lil�irleii)1�re REAUM ANCHOR QUANTITIES XOX 14-1/3 -113 IMMDOWS TABLE 6 NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE+UD( 3 -412 STEEL SCREWS (G5) 1 2. GLASS TYPES p A. 5118° LAM - (1/8" AM 1f8" A) FOR INSTALLATION IN THE HVHZ ABOVE 30 B. 5118" LAMI - (1/8" A,.=. l/8 HS) FT, GLASS TYPES G - L SHALL HAVE A 21 C. 5116" LAM( - (118" HS «090, V8" HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND 3 D. 7M8" LAM( - (3118" A,.0S0, 3MW A) ANCHOR QUANTITY REMAIN UNCHANGED. 3 E. 7/1 B" LAMI - (3MW HS,00 , 3fl F H F. 7/18" LAMA( - (3M6° HS «080.3/18° HS) 3 G.13flW LAM] IG -118" OR 3MW A (MIN.), 5/18" OR 3/8" SPACE, 6116" LAM( - (1l6" A,.090,1/8" A) 3 H.13/1W LAM( IG- 1t8" OR 3118" A (MIN.), 6MW OR 318" SPACE, 6118" LAMI - (lJW A,.OSO, •U8" HS) 3 I. 13fl W LAMI IG -1A" OR 3118" A (MIN.), BMW OR 3l8" SPACE, SMS" LAMI - (1l8" HS «090,118" HS) J.13118" LAMI IG - U8" OR 3118" A (MIN.), 3118" OR V4" SPACE, 7/16" LAMS - (3116" A A80, 3Mir A) 2 K. 13116" LAMI IG -1/6" OR 3M8" A (MIN.), 3MW OR 114" SPACE, 7/18" LAM( - (3M8" A,.090, 3f18" HS) 3 L 13!18" LAMI IG -1/8" OR 3fl W A (MIN.), 3118" OR 114" SPACE, 711W LAMA - (3118" HS.490. 3M8" HS) 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 3 3 HEAD & SILL, 10112" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 2 25 3J4" MAX. FROM CORNERS JAMBS: 9" MAX. FROM CORNERS AND 22112" MAX. O.C. • 3 TomKEY. 3 X_ O X 3 +C3+1+C3 +1 3 ANCFIOR QUANTITY PER JAMB 3 3 HEAD AND BILL ANCHOR QUANTITIES 2 A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) 3 ANCHOR AT EACH OPERABLE VENT 3 PLUS (1) ANCHORS AT FDCED SECTION. 3 (9) ANCHORS TOTAL AT HEAD AND SILL. 3 (3" MIN. O.C. ANCHOR SPACING) 3 2 25 3f4" MAX. 3 - .) �3" MIN. 3 3 9"�' X O X 3 3 MTG.RAIL, YP. � R 2 Ba6dfi�gCodo 3 AMPLE CLUSTER W/ QTY. OF (3) ANCHORS 3 (SHOWN IN TABLE KEY ABOVE) 3 3 25 3" MAX 41 1wTYP• 2 `�� NY LYNIV 3 X O X �� `O tit ,;,sFM�4 3 ' 3 _` * No. 58705 4 MTG.�L TYP. 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS °p�°°` %�0�., 6TA p �(Vw ANCHORAGESPACiWG XOX 1/3- 9/3 -9/3 m° ,,, S•.�A�..•� `,. l�l�/Z�N%�/�ER�rN�w,t'MpA� hWfo 111TS 8 a 99 4927 -10 E a L "sm P e ANCHOR TYPE S SUBSTRATE GLASS TYPES A,B.G.H GLASS TYPEP CM.E.F.W.K. L 2,3, WOOD 2. CONC 1. CONC 2.3, WOOD 2. CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW 512E W HEAD & SILL HEAD'& SILL I HEAD & SILL I HEAD & SILL HEAD & SILI � HEAD & S0.L 48.0OOx 38.375 48.000 50.825 54.000 SMOW 83.010 1 +C2+1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2+1 +132 +1 2 1+C2 +1 +C2 +1 2 1 +C2+1 +C2 +1 2 1 +C2 +1 +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 +1+C2 +1 3 1 +C2 +1 +C2 +1 1 +C2 +1 +C2 +1 3 1 +C2 +1+(2 +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 1 +C 2 +1 +C2 +1 3 1+132 +1+C2+1 3 1 +C 2+1 +C2 +1 3 1 +C2+1 +C 2+1 3 1 +C2+1 +C2+1 3 1 +C2 +1 +C2+1 1 +C2+1 +C 2+1 3 1 +C 2 +1+CZ +1 3 1 +(2+1 +C2+1 3 1 +(2+1 +(2+1 3 1 +C2+1 +C2 +1 3 1 +C2 +1+C2 +1 1 +t�+t+(x+t 3 1 +02+1+02 +1 3 1 +132 +1 +(2+1 3 1+132 +1 +(2+1 3 1 +132+1 +132 +1 3 1 +03+1+03 +9 6&125x 36.375 48.000 50.625 64.0 60.000 63.E 1+C2 +1 +C2+1 2 1 +(2+1 +C2+1 2 1+C2 +1 +C2 +1 2 1 +(2+1+(2+1 2 1 +C2+1+C2 +1 2 1 +C2 +1 +C2 +1 1+C 2 +1 +C2+1 3 1 +C Z+1 +C2+1 3 1 +C2+1+C2 +1 3 1 +C2 +1 +C2 +1 3 1 +(2+1+02 +1 3 1 +C 2 +1+C2 +1 1 +C2 +1 +C2 +1 3 l +C2 +1+C2 +1 3 1 +(2+1 +(2+1 3 1+C2 +1 +(2+1 3 1 +(2 +1+(2 +1 3 t +C2+1 +C2+1 1 +C2+1 +C2 +1 3 1 +C2 +1+C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +(2+1 3 1+C2+1 +(2+1 3 1 +C2 +1 +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+1+C2+1 3 1 +C3+1 +C3+1 1 +C2+1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +(2+1 +C2+1 3 1+(2 +1+C2 +1 3 1 +C2 +1 +C2+1 3 1 +C3 +1 +C3+1 60.000 x 38.375 48.000 50.628 SCOW W.W0 63.000 1 +C2 +1 +02 +1 2 1 +C2 +1 +(2 +1 2 1+C2 +1 +C2+1 2 1 +02 +1+C2 +1 2 1 +C2+1 +C2 +1 2 1 +C2 +1 +C2+1 1 +C2+1 +C2 +1 3 1 +C2+1+C2+1 3 1 +C2+1 +C2+1 3 1 +C2+1 +C1 +1 3 1 +C2+1 +(2+1 3 1 +C2+1+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 +1 +C2 +1 3 1 +C2 +1 +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+CZ +1 +(2+1 3 1 +C3+1 +C 3+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 l +(2+1 +C2 +1 3 1+C3 +1 +CS+t 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1+C2 +1 +C2 +1 3 1 +C3+1 +C3+1 3 1 +(2+1 +(2+1 3 1+C3 +1 +C3+1 68.0W x 36.375 48.00 50.625 54.WO 60.000 63.000 t +C2 +1+C2+1 1 +C2 +1+C2+1 1 +C2+1+C2+1 2 1 +C2+1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2+1 +C2+1 2 t+C2 +1+(2 +1 3 1 +C2 +1+C2 +1 3 1 +(2+1 +C2 +1 2 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2+t 3 1 +(2 +1 +C2+1 2 1 +C2+1 +C2 +1 3 1 +(2+1 +C2 +1 3 1 +C2+1 +C2 +1 2 1 +C1 +1 +(2+1 3 1+(2 +1+C2 +1 3 1 +C3+1+C3 +1 1+(2 +1+02+1 1 +C2+1+C2+1 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 9 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2+1 +C2 +1 3 1 +02+1+C2+1 3 1+C3 +1 +C3+1 3 1 +C2 +1+C2+1 3 1 +C3+1+C3+1 3 1 +C3 +1+C3+1 3 1+C2 +t +(2 +1 3 1 +C2 +1+132 +1 3 1 +C2+1 +(2+1 3 1 +C3+1 +C3+1 3 1 +C$ +1 +C3+1 3 1 +133 +1 +Ca+1 74.�x 38.375 46,000 50.825 54.100 60.0100 63.000 1 +C2 +1+C2+1 2 1 +C2 +1 +C2 +1 2 1+C2 +1+C2 +1 2 1 +C2 +1 +C2+1 2 1 +(,2+1 +(2+1 2 1 +C 2+1 +(2+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+1 +C1 +1 3 1 +C3 +1+C3+1 1 +C2+1+(2+1 3 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+C3+1+C3 +1 1 +CL +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 +133+1 1•K2+1 +C2+1 3 1 +C2+1 +C2+1 3 1 +C3+1 +CIl +1 3 1 +C3+1 +C3+1 3 1+C2+1 +C2 +1 3 1 +C3+1+C3+1 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1+03+1 +p+1 3 1 +C3+1 +C3+1 3 1 +C2 +1+C2 +1 3 1 +C3+1 +C3+1 84.WDx 38.375 48.00 60.625 64.00 0100 63.000 1 +C2 +1 +(2+1 2 1 +C2+1 +C2 +1 2 1+C2+1 +C2 +1 2 1 +C2+1 +C2+1 3 1+C2 +1 +C1 +1 2 1 +C2 +1 +(x+1 1 +C2+1 +132 +1 3 1+132 +1 +C2 +1 3 t +C2+1 +C2 +1 3 1+C! +1 +C2+1 3 1 +(2+1+C2+1 3 i+C3+1 +C3+1 1 +C2 +1 +C2+1 3 1+(2 +1+02 +1 3 1+C2+1 +C2 +1 3 1 +(2+1 +(2+1 3 1 +C2+1+t2+1 3 1+C3 +1+C3+1 1 +C2+•1 +C2+1 1+C2+1 +C2+1 3 1 +C1 +1 +C2+1 3 1 +C2+1 +C2 +1 3 1 +C3 +1 +C3+1 3 1 +03+1 +C3+1 3 1 +C3 +1 +C3+1 3 1 +C3 +1 +C3+1 3 1 +C2 +1 +C1 +1 4 1 +C3+1 +03+1 311+030+133+1 3 1+C 3 +1+03+1 1 +C3 +1 +C3+1 3 1 +C2 +1+C2 +1 3 1 +C3+1 +C3+1 3 1 +C3+1 +C3+1 4 1 +C3+1 +C3+1 3 1 +C4 +1+CA+1 SS.437x 38.375 4e.� 80;825 64.00 60.CW 63.00 t +C2+1 +(2+1 2 1+42 +1 +C2 +1 2 1 +C2+l +C2 +1 2 1 +C2 +1 +C2 +1 3 1+C2 +1 +(2+1 2 1+C2 +1+C2 +1 1 3 1 +C2 +1 +(2 +1 3 1 +(2+1 +(2+1 3 1 +C2+1 +132 +1 3 1+02+1 +C� +1 3 1 +03+1+03+1 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 E+C21 3 1+C2 +1 +C2+1 3 1 +C3+1 +C3+1 3 1 +C3+1 +C3+1 3 1 +C2 +1 +(2+1 3 1 +C3+1+C3+1 1 1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C3+1 +C3 +1 3 1 +C3+1 +CI1 +1 3 1 +C3+1 +C3+1 3 1 +C3+1 +C3+1 4 1+C3+1 +C3+1 4 1 +C3+1 +C:3+1 3 1 +134 +1 +C4 +1 3 1 +C4+1 +C4+1 WAdW JaL CAW 90f1J7t4 E !�[7i6881>FET 10N�� v.0.aQxtsm nwcoeus. FL34Da P► = .JR. 811011! D /OG{P1i7�T +90FT,U07E Pic 4/1CN07 C IfiW7ETABLEA6RWfVA <tlWDUS70Ma=CAP.AOLL FJC 21� J.L � 3/13/08 Vfrd6l� >3e�ea ANCHOR QUANTITIES XO & OX WINDOWS TABLE 6 NOTES: 1. ANCHOR TYPES: 1 -1/4' ELCO TAPCONS 2 -1/4' ELCO SS4 CRETE -FLEX 3- #12 STEEL SCREWS (G6) 2 GLASS TYPES, L 8SS LAMI , (1�° A,.= ,1/8' A) FOR INSTALLATION IN THE HVHZ ABOVE 30 S. 6110' LAMI - (1/8" A•. 080.1/8° HS) FT. GLASS TYPES G - L SHALL HAVE A C. 6/18" LAM( - (1/8" HS..090. 1/8° HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND D 7/18° LAMI - (3!187 A, 00% 3M8" A) ANCHOR QUANTITY REMAIN UNCHANGED. E 7/18' LAMI - (3118' A,.080, 311(' HS) F. 7/18" LAMI - (3M8" HS,.090.3/18' HS) G.13M8' LAMI IG - U8' OR 3118• A (MIN.), 6/187 OR 3187 SPACE, 6M8' LAMI - (1/8° A,M,1fi• A) H. 13/187 LAMI IG -1/8° OR 3118' A (MIN.), 61187 OR 3187 SPACE, 6118• LAMI - (1/8' A,.090,1/8' HS) I. 13/18' LAMI IG -1/87 OR 3/187 A (MIN.), 61187 OR 3/67 SPACE, 6118' LAMI - (1/8" HS,.090,1/8 HS) J. 13/187 LAMI IG -11W OR 3M8' A (MIN.). 31187 OR 11C SPACE, 7/18" LAW - (3118' A,.090, 3118' A) K.13/18' LAMI IG -1/8' Cat 3/187 A (MIN.), 3118' OR 1/47 SPACE, 7118" LAMI - (3/187 A„090, 3118" HS) L. 13118' LAMI IG -187 OR 3M(' A (MW.), 3118" OR 1/47 SPACE, 7118' LAMI - (3118' HS 080, 3M(" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD &SILL: 10112' MAX. ON EACH SIDE of MEETING RAIL CENTERLINE. 1 B 3/47 MAX FROM CORNERS. JAMBS: W MAX FROM CORNERS AND 2212' MAX. O.C. TABLE KEY: O X 2 +C3+2 3 ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (HE MEETING CENTERED ON THE. MEETING RAO. PLUS (2) ANCHORS AT OPERABLE VENT AND FD(F SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL (3' MIN. O.C. ANCHOR SPACING) 8 3f4' MAX. 1 -�{ 3• MIN, r REF. � X O ritonucrxevrsso MTG. RAIL asomr4lyh*whbdmFLmMe EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS n orm Fed (SHOWN IN TABLE KEY ABOVE) n + i 18 314' MAX 112" �.r -3° MIN. =* No. 68706 MTG. � _ E%(AMPLE CLUSTER W/ QTY. OF (4) ANCHORS °1 �� .� ~: W. ANCHORAGE SPAC/NG OXAND XO WINDOWS =O� ' • sra F ; •�� ,®. ,,IFS, .ctoaloP.G;�.` HORIZONTAL ROLLER ENDOW 1MPACT ,s,��NAL Er�� ' canto NTS 10 a 11 4127-10 E Ay a re ANCHOR TYPE & SUBSTRATE GLASS TYPES A B,G,H GLASS TYPES C,D,E,F,I,J,K, L 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONESuy� ZONES ZONES ZONES ZONES SIZE W y H ; (i uJ °� J N x °3 m ' � W °� to ills g _� = N °� tt�� to Q ' j = uJ °ly -� �_ to x °n 37.000 x 38.375 48.000 60.625 54.000 60.000 63.000 1 +C2+1 2 1 +C2 +1 2 1 +C2+1 2 1 +C2+1 2 1 +C2+1 2 1+C2 +1 2 1+C2 +1 3 1 +C2+1 3 1 +C2+1 3 1+C2 +1 3 1 +C2 +1 3 1 +C2+1 3 1 +C2 +1 3 1 +C 2+1 3 1 +C2+1 3 1 +C 2 +1 3 1 +C2+1 3 1 +C2+1 3 1 +C2 +1 3 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 1 +C2+1 3 1 +C3+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3+1 3 1+{2 +1 3 1 +C2 +1 3 1 +C3+1 3 1+C2 +1 3 1 +C2 +1 3 1 +C3+1 3 48.000 x 38.375 48.000 50.625 64.000 60.00D 63.000 1+C2 +1 2 1 +C2+1 2 1 +C2+1 2 1 +C2 +1 2 1 +C2+1 2 1 +C2+1 2 1 +C2+1 3 1 +C2+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1+C2 +1 3 1 +C2+1 3 1 +C3 +1 3 1+C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1+02+1 3 1 +C3+1 3 1+C2 +1 3 1 +C2+1 3 1 +C3+1 3 1 +C3+1 3 1 +C2 +1 3 1 +C3+1 3 1 +C3 +1 3 1 +C2+1 3 1 +C3+1 3 1 +C3+1 3 1 +C2+1 3 1+C3+1 3 1 +C3+1 3 1 +C2+1 3 1 +C3 +1 3 53.125 x 38.376 4&000 60.625 54.000 60.000 63.000 1+02 +1 2 1 +C2+1 2 1 +C2+1 2 1 +C2 +1 2 1 +C2 +1 2 1+C2+1 2 1 +C2+1 3 1 +C2+1 3 1+03+1 3 1 +C2 +1 3 1 +C2+1 3 1 +p+1 3 1 1 +C2+1 3 1 +C3+1 3 1 +C2 +1 3 1 +C2+1 3 1 +C3+1 3 1 +C2+1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C2+1 3 1+C3+1 3 1 +C2+1 3 1+03+1 3 1 +C3 +1 4 1 +C2+1 3 1 +C3 +1 3 1 + 3 1 +G4 +1 3 1 +C;{ +1 4 1 +C3+1 3 1 +C4 +1 3 60.000 x 38.376 48.000 50.626 54.0DD 60.000 MOM 1 +C2 +1 3 1 +C2+1 2 2+C2 +2 2 1 +C2 +1 3 1 +C2+1 2 2 +C2+2 2 1 +C2+1 3 1+C2+1 3 2+C3+2 3 1+C2+1 3 1 +C2 +1 3 2 +C3+2 3 1 +C 3+1 3 1 +C2 +1 3 2+03+2 3 1 +C3+1 3 1+C2+1 3 2+C3 +2 3 1 +C3+1 4 1 +C2 +1 3 12+C3+2 3 1 +C3 +1 4 1 +C2+1 3 2+C3+2 3 1 +C3+1 4 1 +C3+1 3 2FC4 +2 4 1 +C3 +1 4 1 +C3 +1 3 2+C4 +2 4 1 +C3+1 4 1 +C3+1 3 2+64 +2 4 1+C3 +1 4 1+C3+1 3 2+04 +2 4 66.000 x 38.375 48 0C 0 50.625 54.000 611000 63.000 2 +C2+2 3 1+C2 +1 2 2+C2+2 3 2+02+2 3 1+C2+1 2 2+C2 +2 3 2+C2 +2 4 1+C2 +1 3 2+03+2 3 2+C2+2 4 1+C2 +1 3 2+03+2 3 2+C3+2 4 1 +C2 +1 3 2+C3+2 3 2 +C3+2 4 1+C2+1 3 2+C3 +2 3 2 +C3+2 4 1 +C2+1 3 2+03+2 4 2+3+2 4 1+C2 +1 3 2+03+2 4 2 +C3+2 4 1+C3 +1 3 2+C4 +2 4 2+C3+2 4 1 +C3+1 3 2 +C4 +2 4 1 +C3+1 4 1 +C3+1 3 2+C4 +2 4 2+C3+2 4 1 +C3+1 3 2+04 +2 4 74.000 x 38.375 48.000 50.625 64.000 60.000 83.000 2+02+2 3 2 +C2+2 2 2+02+2 3 2 +C2 +2 3 2+C2 +2 2 2+C2+2 3 2+C3+2 4 2+C2+2 3 2+C3+2 4 2 +C3+2 4 2+:2+2 3 2+03+2 4 2+:3+2 4 2+C2 +2 3 2 +C3+2 4 2+C3+2 4 2fC2+2 3 2+C3+2 4 2+03+2 4 2+C3+2 3 2 +C4 +2 4 2+C3+2 4 2 +C3+2 3 2+C4 +2 4 2 +C3+2 4 1 +C3 +1 3 2+C4+2 4 2 +C3+2 5 2+03+2 3 2+04 +2 4 2+p +2 4 1 1 +C3+1 3 2+C4 +2 4 2+C4 +2 5 2+C3+2 4 2+04+2 5 J,L now tGHTHt E NOC�LINQETt�Bf�T 10'°trox ro.eQx, sea �'� < ,LR lwmnt o aacECrocnProeErEeo +soFraotE FX aPrem7 c 7necE #roe 88L ruAU188l 70ANCHORCAP vmmiw FX 2 u mts3 a » • 1 3/4• MIN. E.D. TYP. 2x WOOD BUCK, CONCRRETTE E MIN. ; NOTE 3 �• ••:: NOTE 1 1x WOOD ' '• BUCK, I NOTE 3 ! j JW MAX SHIM CONCRETE __� WOOD ANCHOR, ANCHOR. NOTE 1 DETAIL A NOTE 2 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS NOTES: I. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DARE COUNTY APPROVED U4• ELCO 1318, TAPCONS EMBEDED 1 318° MIN. OR 114° SS4 CRETE -FLEX EMSEDED 1 314" MIN.. MINIMUM DISTANCE FROM MIN. ANCHOR TO CONCRETE EDGE IS 1314°. FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. 2. FOR WOOD APPLICATIONS IN MIAMI -DADS COUNTY, USE #12 STEEL SCREWS (GB) OR 114° SS4 CRETE -FLEX WITH #12 TRIMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1112". 1x WOOD SUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. MAX WOOD BUCKS DEPICTED AS 2x ARE 1 112° THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD SHIM BUCK$ TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8083 -TS AND A MINIMUM OF 118 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 #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. 114° MAX�8. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER � SHIM I 1 3V 1/4• MAX SHIM 1 114° MIN DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. MIN. I (1.8 K31 CMU) OR kl PER NOTE 1 (3.4 KSI CONCRETE) WOOD CONCRETE ANCHOR, ANCHOR, NOTE 2 NOTE 1 1 314= EXTERICR INTERIOR �% AIN. E.D (H & SILL DETAILS A, B, C, D, G & H) TYP. 2x WOOD BUCK, NOTE 3 1x WOOD BUCK, NOTE - SEE NAILINI INTERIOR DETAIL E DETAIL F (JAMB DETAILS E, F & 1) TYPICAL FLANGE FRAME JAMB SECTIONS EXTERIOR CONCRETE V ANCHOR, NOTE 1 114• LEMAX. SHIM NOTE I i II _g 13/c MIN, MIN. 3.4 KS E.D. TYP. CONCRETE 2x WOOD DETAIL C NOTE 3 WOOD ANCHOR, NOTE 2 114° (( MAX. SHIM SEE 1 MIN. NAILING DETAIL D GTIONS W7NOK06MLC 34 DRNE NOKOMI3, PL34478 a o. egx I&M Pi t=0MB,FL3W4 Vkfi DETAIL H (HEAD) NAILING .131 DIA. MIN. x 211r NAIL AT CORNERS AND 8.O.C. TYPICAL DETAILS G, H & 1. �C DETAIL G (SILL) DETAIL I (JAMB) ,AL INTEGRAL FIN FRAME SECTIONS WCHORAGE DETAILS ILUM, HORIZONTAL ROLLER WINDOW IMPACT #MID l ff 11 s 11 4127 --10 E ►nuu� ��`` jONY t •. N tbli[i��i * ' No. 88705 s TONAL A. LYNN MILLER. RE P.&983m r :%DWO IA DE COUNTY, FLORIDA CONTROL SECTION DEPART {PENT F PERMITTING, ENVIRONMENTAL iD�RlC>�i OS SW 26 Street, Room 208 }p(( [[ Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION 1 590 F (786) 3152599 NOTICE OF ACCEPTANCE OA .mi tnidad o r PGT Industries 1070 Technology Drive Nokbmis,.F134275 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 "PW 701" Aluminum Fixed Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 4259 -4 titled "Aluminum Picture Window, Impact", sheets 1 through 8 of 8, prepared by manufacturer, dated 07/14/03 with revision "D" dated 10/18/11, 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 entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 10- 0504.05 and consists of this page 1, evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. mil. oa NOA No.11- 1110.15 Expiration Date: February 19, 2014 J Approval Date: February 02, 2012 2S i tZ Page 1 PGT Industries NOTICE OF ACCEPTANCE: ' EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 03-X105.01) 2. Drawing No. 4259 -4 titled "Aluminum Picture Window, Impact ", sheets 1 through 8 of 8; prepared by manufacturer, dated 07/14/03 with revision "D" dated 10/18/11, 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 along with marked -up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -3835 and FTL-3850, dated 07/18 and 31/03, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03-1105. 01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, dated 08/19/10 complying with FBC -2007, prepared by manufacture, signed and sealed by Anthony L. Miller, P. E. (Submitted under previous NOA No. 10-0504. 05) 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. 11-0325.05 issued to Solutia, Inc. for their "Saflex -- Clear or colored Interlayer" dated 04 /21/11, expiring on 04/21/16. 2. Notice of Acceptance No. 114624.01 issued to E. I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC -2007 (with the 2009 supplement) and FBC -2010, dated 10/29/11, signed and sealed by Anthony Lynn Miller, P. E. 2: Statement letter of no financial interest and independence, dated 10/29/11, signed and sealed by Anthony Lynn Miller, P. E. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 11-1110.15 Expiration Date: February 19, 2014 E —] Approval Date: February 02, 2012 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 3. Letter of Adoption of as has Own, the Work of another Engineer per Section 61015 -27.001 of the F.B.P.E., dated 08/19/10 signed and sealed by Anthony Lynn Miller, P. E. (Submitted under previous NOA No. 10-0504.08) 4. Statement letter of conformance and compliance with the Florida Building Code, dated 08/19/10 signed and sealed by Anthony Lynn Miller, P. E. (Submitted under previous NOA No. 10-0504.08) 5. Statement letter of no financial interest and 'independence, dated 08/19/10 signed and sealed by Anthony Lynn Miller, P. E. (Submitted under previous NOA No. 10 -0504.08) 6. Laboratory compliance* letter for Test Reports No.'s FTL -3835 and FTL -3850, issued by Fenestration Testing Laboratory, Inc., dated 07/31/03, signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03- 1105.01) G. OTHERS 1. Notice of Acceptance No. 10- 0504.05, issued to PGT Industries for their Series "PW- 701 Aluminum Fixed Window - L.M.I." approved on 09/22/10 and expiring on 02/19/14. Jaime D. Gaston, . E. Product Control Section Supervisor NOA No. 11-1110.15 Expiration Date: February 19, 2014 E -2 Approval Date: February 02, 2012 NOTES: SERIES 701 ALUMINUM FIXED WINDOW 1. DIRECTIONS FOR USE: A. DETERMINE THE PRODUCT'S MAXIMUM DESIGN PRESSURE FROM EITHER TABLES ON SHEET 2 (DEPENDING ON YOUR GLASS TYPE). B. DETERMINE THE TYPE AND QUANTITY OF ANCHORS REQUIRED TO MEET THE WINDOWS DESIGN PRESSURE FROM SHEET 8 FOR WOOD SUBSTRATES. OR SHEET 7 FOR MASONRY SUBSTRATES. SPACE ANCHORS APART EQUALLY PER NOTES ON SHEET. C. USE SHEETS 3 THROUGH 8 TO INSTALL PRODUCT, REFERENCING NOTES FROM SHEETS 8 & 7. 2. DESIGN PRESSURE RATINGS: NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND ASTM E1300 -02, 3– SECOND GUST. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND ASTM E1300 -02. 3– SECOND GUST. 3. ANCHORAGE: THE 33 -1 /3X STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. LOA) DURATION, CD. OF 1.8 WAS USED IN WOOD SUBSTRATES ONLY. 4. 5. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE. C -90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. SEE SHEET 7. 8. REFERENCES. TEST REPORTS. FTL -3835 & FTL -3850. NOA: 07- 0425.01 (ULTRACON), 03- 0225.05 (CRETE– FLEX). ANSI /AF&PA NDS -2005 FOR WOOD CONSTRUCTION, ADM -2005 ALUMINUM DESIGN MANUAL 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS. BY OTHERS. MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 9. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE OR FIN. OVERALL SEALING /FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. 44 -1/4" VISIBLE UG14T AX. MAX.7M D.C. A A I 92 -1/4" VISIBLE \ LIGHT 12 -7/8" I FLANGE To MAX. FLANGE �1 8° �° FLANGE —a MAX. TO FLANGE B TYE. FLANGED FRAME ELEVATION (TESTED UNIT) 45 -1/4" VISIBLE LIGHT 5" MAX. O.C. 2° MAX. --j r—O 98 1/4" FIN TO FIN 15° s! ' I J 11 9 LIGHT BLE I NOA DRAWING TABLE -OF GONTEMTc GENERAL NOTES ........................1 ELEVATIONS. FLANGED ...............1 ELEVATIONS, INTEGRAL FIN....... 1 GLAZING DETAILS .......................2 DESIGN PRESSURES, FUWGED. 2 DESIGN PRESSURES, FINNED ....2 INSTALLATION, INTEGRAL FIN ..... 3 CORNER ASS'Y, INTEGRAL FIN..3 INSTALLATION, FLANGED .............4 CORNER ASS Y. FLANGED......... 4 INSTALLATION, MISC .................. 5 ANCHORAGE ............................... 8,7 EXTRUSION PROFILES ................8 PARTS UST .. ..............................8 2° MAX. �. 50 1/4° FIN TO FIN TYP. INTEGRAL FIN FRAME ELEVATION (TESTED UNIT) OTHER SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEET 2. 14ZO�CP1tBVL911D l Fes— WIDTH -- WIDTH —►Ij F� WIDTH --I a�aNCbdwFkm �� WIDTH WIDTH I+ �I WIDTH {+ � � _ � � . IT h— WIDTH WIDTH --I WIDTH _H I-- WIDTH �{ WIDTH - H T T (_ _j T — —I .�'o 1 1YNN ,yid %•,, � ,fir �•� $: �c1:NS • :�' '�. � p � O �" I � �: • B • ';Tic L ! 1 1 L J 1 *TOS J.J. ra re 11 a 2010 FSC CmnaT> sTO�� 1070 TECH NCX OGY ELEVATIONS AND NOTES O ��. J.It 3131110 C N. VENICE. FL 34275 wo �� •. F7........•��y`�• F.K. a a o7 s 3. ' I R P.O. BQX 1928 ALUMINUM PICTURE WINDOW. IMPACT ''i S'SIONAL o" WNOKOMIS, FL 34274 �" oleo � ea "g` X't0nLt� �V•E. FdG 7/r4� PYl m NTS 1 8 9268.4 U P E g Fin OW FMrtpd Wbtd m Ila'IaxbnttmDeslgn Pre68u7e(4'j plM a/181and13A% -.8 ms-gA6m 7/ 181 mtl1W$A6 - 7A6NR -9ABA -.=P" -LBAOS " ar oumm (M) ) 24 30 38 42 48 84 60 07.878 38 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 48 WA 80.0 80.0 8110 S.0 80.0 80.0 80.0 80 80.0 80.0 80.0 80.0 8D.0 71.1 71.1 84.0 07.878 80.0 60.0 80.0 80.0 80.0 71.1 64.0 82.1 72 80.0 80.0 80.0 80.0 78.3 71.1 64.0 78.8 80.0 80.0 80.0 80.0 78.0 70.0 84.0 84 80.0 no 8110 74.3 60.3 83.8 a 88.3 80.0 80.0 80.0 73.6 67.4 82.8 08 8110 8110 77.2 64.7 88.2 108.7 80.0 8D.0 72.3 88.3 120 80.0 80.0 70.4 128 80.0 80.0 70.0 145 80.0 8110 Fln eiw Vifl x%= Nbx mum Dmlgb Pnms ml4' -Pa$ a/lsl®M1 a/Lals- osaP�•a/lex aHel ®tt�arismroa/maR•a/iaa•osowe.±m- A" o7 B• D811erWw ) 4 30 42 48 84 so 67.875 30 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 48 80.0 80.0 80.0 8110 80.0 80.0 80.0 80.0 8D 80.0 80.0 80.0 80.0 80.0 71.1 71.1 04.0 07.878 60.0 80.0 .0 80.0 80.0 8D.0 80.0 80.0 811.0 71.1 71.1 84.0 84.0 02.1 0 80.0 �.0 8R0 71.1 84.0 0 80.0 80.0 80.0 71.1 .0 80.0 80.0 80.0 71.1 172 18MO 0 80.0 0 80.0 .0 80.0 80.0 0 80.0 0.0 OMO 7/18" LAW GABS NOMRJAI. wa" KEDI E WTACKE wo oa wam 3/18" ANWAUD OR 1;FAT 1NTEMAYER ° '� SOV OOH CLASS ST119MMIXIM MASS A" k "B" DIMENSIONS MAY DIM. BE ORIENTED VERTICALLY OR 17 21 HORIZONTALLY "B" DIM. -• Eg�pg tt � "B" DIM. DIM. 13 2 !- /16" LAM[ GLAZING DETAIFLANGED OR INTEGRAL FIN FRAM(FLANGE FRAME SHOWN) 7/14r U11O MASS NQUM 7/18" AR SPACE 3/18' ANNEALED OR HEAT STROMD04ED MASS 3/18' TEMPERED CLASS - 1 -1/18" Lm am 11019101L .0w cumw suvm OR Pa 91t MAVAM /10• NOM. ASS an 0 1 -1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN- FRAME NOTES: (INTEGRAL FIN FRAME SHOWN) 1. ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 145° NOR CAN THE WINDOW AREA EXCEED 321'7'. 2. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DMENSION. 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FR WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS "A- AND "B' MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). HS CAP 70 7MP FOR JO' RULE P.O. BQX 1528 NOKOMIS, FL 34274 2 a 8 1 42594 sllrrr q LYNN ry /c[��''�. `* •��• No 58705• ZONAL a P B 58 705 INSTALLATION DETAILS FOR FINNED FRAMES ZX WOOD BUCK OR FR .131" (1/8' X 2 -1/2" NAIL, WITHIN 2" OF CORNERS AND 5" O.C. 11 MAX. WINDOW HEIGHT oo MAX. VISIBLE LIGHT OPENING IN1ERbR SEE ANCHOR . GUIDELINES, SHEET 6 2X WOOD OR FT .375" MIN. EDGE DISTANCE .131" , NAIL X 2 -1/2" NAIL, .375" MIN. WITHIN 2" OF EDGE DISTANCE CORNERS AND 5" O.C. TEMISEDMENT 1 1/4" MAX. SHIM SEE 2X WOOD BUCK SHEET 8 OR FRAMING VERTICAL SECTION D —D NOTES I. USE ONLY NAILS PER ABOVE, OR ANCHORS LISTED ON SHEET S. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS SCREW 80SSESCORNER KEYS AT ANGLED CORNER ASSEMBLY CHANGE Tips SI9ET 070 TECHNOLOGY ml-NSTALLA770N. FINNED FRAME WWI _ N. P.O. BQx 1862875 ALUMINUM PICTURE WINDOW IMPAL NOtOMIS, FL 34274 � NM 3 m 8 4204 "vjw 1 G LYNN ,�jq"�iO�i NS8 * ' Na 58705 STA • �/: &ZONAL a t " F' 6 587 1/4" MAX. SHIM 1/4" MAX. SHIN SEE ANCHOR GUIDELINES, .— 2X WOOD BUCK OR FRAMING 1 13 INTERIOR, a 13 1 7- Mom 1 -3/8" MIN. 11 18 cRO EMBEDMENT 17 O 10 MAX. VISIBLE LIGHT OPENING MAX. WINDOW HEIGHT HORIZONTAL SECTION C -C NOTES I. USE ONLY NAILS PER ABOVE, OR ANCHORS LISTED ON SHEET S. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS SCREW 80SSESCORNER KEYS AT ANGLED CORNER ASSEMBLY CHANGE Tips SI9ET 070 TECHNOLOGY ml-NSTALLA770N. FINNED FRAME WWI _ N. P.O. BQx 1862875 ALUMINUM PICTURE WINDOW IMPAL NOtOMIS, FL 34274 � NM 3 m 8 4204 "vjw 1 G LYNN ,�jq"�iO�i NS8 * ' Na 58705 STA • �/: &ZONAL a t " F' 6 587 IINSTALLATION DETAILS FOR FLANGED FRAMES 11 MAX. WINDOW HEIGHT MAX. VISIBLE LIGHT OPENING SEE ANCHOF GUIDELINES, SHEET 6 111IE614S SEE ANCHOR . GUIDELINES, SHEET 6 J1/4" MAX. (- SHIM I WOOD BUCK t FRAMING SHEET 7 1X WO00 BUCK 1/4" MAX. SHIM MAX. SHIM SEE ANCHOR GUIDELINES, 2X WOOD BUCK OR FRAMING 2 13 INTERIOR SHr 6 13 \ Nk " 11 s4 17 O 10 SEE ANCHOR GUIDELINES, MAX. WINDOW HEIGHT SHEET 6 HORIZONTAL SECTION A —A 9T CORNER ASSEMBLY NOTES 1. USE ONLY ANCHORS LISTED ON SHEETS 6 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES ANGLED CORNER ASSEMBLY 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS IX ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 -1/2'. 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOUD CONCRETE WOOD BUCKS DEPICTED AS 2X ARE 1 -1/2" THICK OR GREATER. DWAL A71ON TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. t,L aG VIDOM, 546 I I I PB `��,�;, -MPAt NIXKOl83. FL 34274 �=�`® P%wm Bar-r--.9- 4 -1 8 426" A FIoflb IYNiv Na 58708 Ar " 0 . TES•. I.2ORIDp• ' i9 ' a...dAL "`'� A. P 4 01A. P.E. .E.# 58705 SEE ANCHOR GUIDELINES. — SHEET 7 MIN. CONCRETE KSI PER SEE IO E�3, MIN. CONCRETE KSI � SHEEN 7 7 PER ANCHOR TYPE, SEE SHEET O KSI SEE ANCHORS 7 OR 1.5 KSI MIN. CMU MIN. CMU GUIDELINES, °' ` ' ^ • . 1 X WOOD BUCK SHEET 7 1/4" MAX. SHIM SEE ANCHOR GUIDELINES - 11 MAX. WINDOW HEIGHT MAX. VISIBLE LIGHT OPENING SEE ANCHOF GUIDELINES, SHEET 6 111IE614S SEE ANCHOR . GUIDELINES, SHEET 6 J1/4" MAX. (- SHIM I WOOD BUCK t FRAMING SHEET 7 1X WO00 BUCK 1/4" MAX. SHIM MAX. SHIM SEE ANCHOR GUIDELINES, 2X WOOD BUCK OR FRAMING 2 13 INTERIOR SHr 6 13 \ Nk " 11 s4 17 O 10 SEE ANCHOR GUIDELINES, MAX. WINDOW HEIGHT SHEET 6 HORIZONTAL SECTION A —A 9T CORNER ASSEMBLY NOTES 1. USE ONLY ANCHORS LISTED ON SHEETS 6 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES ANGLED CORNER ASSEMBLY 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS IX ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 -1/2'. 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOUD CONCRETE WOOD BUCKS DEPICTED AS 2X ARE 1 -1/2" THICK OR GREATER. DWAL A71ON TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. t,L aG VIDOM, 546 I I I PB `��,�;, -MPAt NIXKOl83. FL 34274 �=�`® P%wm Bar-r--.9- 4 -1 8 426" A FIoflb IYNiv Na 58708 Ar " 0 . TES•. I.2ORIDp• ' i9 ' a...dAL "`'� A. P 4 01A. P.E. .E.# 58705 a MISC INSTALLATION DETAILS WOOD BUCK OR FRAMING EQUAL LEG FRAME (OTHER FRAMES SIM.) 2X WOOD SUBSTRATE 1/8° NOM. MIN. SMS (G5) USE SAME ANCHOR QUANTITY & SPACING AS #12 STEEL EXTERIOR SCREW (SHEET 6) ZDA, D E A PPROVED MULLION EE SO4PATE NOA) ALUMINUM: 6063 -T6 MIN. .125° MIN. WALL THICKNESS SEE ANCHOR GUIDELINES, FIN FRAME WITH SHEET 7 FIN FRAME WITH FIN REMOVED FIN REMOVED, INTERIOR 1X WOOD BUCK SEE ANCHOR SEE ANCHOR GUIDELINES, GUIDELINES, SHEET 7 SHEET 7 INTERIOR 1/4' MAX. 1/4° SHIM MAX' —F1�-• SHIM 1 SEE ANCHOR ..':•.::4. } i_ GUIDELINES. : I SEE ANCHOR!.• %..:'': SHEET 7 GUIDELINES, .MIN. CONCRETE KSI SHEET 7 T L PER ANCHOR, SEE SHEET 7 1 MIN. CONCRETE KSI PER ANCHOR TYPE, OR 1.5 KSI MIN. CMU SEE SHEET 7 OR 1.5 KSI MIN. CMU EQUAL LEG FRAME EQUAL LEG FRAME (OTHER FRAMES SIM.) (OTHER FRAMES SIM.) 9 X WOOD BUCKSTRIP DIRECTLY TO MASONRY •--�{ �.•- 1/4° MAX. SHIM 1MBED MIN- EMBEDMENT II EMBEDMENT EXCLUDING POINT g12 STEEL SEE ANCHOR 012 STEEL SHEET FIN FRAME WITH 6ES FIN REMOVED INTERIOR SMS (GS) 1/4' SHIM 1 3/8° MIN. EMBEDMENT _i-- -� QUANTITY & WOOD BUCK OR FRAMING EQUAL LEG FRAME (OTHER FRAMES SIM.) 2X WOOD SUBSTRATE 1/8° NOM. MIN. SMS (G5) USE SAME ANCHOR QUANTITY & SPACING AS #12 STEEL EXTERIOR SCREW (SHEET 6) ZDA, D E A PPROVED MULLION EE SO4PATE NOA) ALUMINUM: 6063 -T6 MIN. .125° MIN. WALL THICKNESS SEE ANCHOR GUIDELINES, FIN FRAME WITH SHEET 7 FIN FRAME WITH FIN REMOVED FIN REMOVED, INTERIOR 1X WOOD BUCK SEE ANCHOR SEE ANCHOR GUIDELINES, GUIDELINES, SHEET 7 SHEET 7 INTERIOR 1/4' MAX. 1/4° SHIM MAX' —F1�-• SHIM 1 SEE ANCHOR ..':•.::4. } i_ GUIDELINES. : I SEE ANCHOR!.• %..:'': SHEET 7 GUIDELINES, .MIN. CONCRETE KSI SHEET 7 T L PER ANCHOR, SEE SHEET 7 1 MIN. CONCRETE KSI PER ANCHOR TYPE, OR 1.5 KSI MIN. CMU SEE SHEET 7 OR 1.5 KSI MIN. CMU EQUAL LEG FRAME EQUAL LEG FRAME (OTHER FRAMES SIM.) (OTHER FRAMES SIM.) 9 X WOOD BUCKSTRIP DIRECTLY TO MASONRY •--�{ �.•- 1/4° MAX. SHIM 1MBED MIN- EMBEDMENT II EMBEDMENT EXCLUDING POINT g12 STEEL 1/8° NOM. LON. 012 STEEL ELF - DRILLING SELF - DRILLING - SMS (G5) SMS (GS) USE SAME USE SAME ANCHOR ANCHOR QUANTITY & QUANTITY, SPACING AS SPACING & EDGE DISTANCE AS SC REW 0 (SHEET 6) SCREW METAL FRAMING (SHEET 6) A36 STEEL: FY-36 KSI MIN. L .125° MIN. WALL THICKNESS 1/4' MAX. SHIM 2X WOOD BACKER r EXTERIOR FULL- LENGTH, WOOD BACKED STEEL STUD ALL GAUGE THICKNESSES (ATTACHMENT BY OTHERS) INTERIOR 1/4' MAX. r SHIM SEE ANCHOR '..�•:y':'.a GUIDELINES. '.i.....• :i�':. :, SHEET MIN. CONCRETE ItSi PER ANCHOR, SEE SHEET 7 OR 1.5 KS MIN. CMU FLANGE FRAME PRECAST SLOPED SILL 1/4° MAX. SHIM 12 STEEL - DRILLING SMS (G5) USE SAME ANCHOR QUANTITY & SPACING AS 01 STEEL SCREW EXTERIOR (SHEET 6) STEEL STUD Fy=33 KSI MIN. IS GA MIN. FLANGE FRAME FLANGE FRAME FLANGE FRAME FLANGE FRAME (OTHER FRAMES SIM.) (OTHER FRAMES SIM.) (OTHER FRAMES SIM.i (OTHER FRAMES SIM.) ALUMINUM MULL SUBSTRATE STRUCTURAL STEEL SUBSTRATE STEEL STUD /WOOD SUBSTRATE STEEL STUD SUBSTRATE NOTES 1. USE ONLY ANCHORS LISTED ON SHEETS 6 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1X ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 -1/2 °. 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2)( ARE 1 -1/2° THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. INS HNOLOGY N. VOICE, rr♦vrrrr�a.nrrviv rnn�currwvrc N. vl�l� 1X276 ALUMINUM PICTURE IMMDOW, IMPAC NOKOA93. F1 34274 P7Y-m zs 8 8 m°'r1Q 4 =4 t�tttlllliir, IYNN .. '� � Tdo. 58705 STATE ,l% r ru- O� • ,FtO •' C7��` . �tr A TL�t} it P.E. P.E.19 58705 NOTES: I. ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 145' NOR CAN THE WINDOW AREA EXCEED 32FT'- 2. FOR SIZES NOT SHOWN. ROUND 4!E TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS. FWD THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FR WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS A" AND "B") MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE. THIS SHEET). 5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. NO CHANGE 370 TECHNOLOGY ORP N. VENICE, FL 34278 P.O. BQX 1629 NOKQMI9. FL 34274 Anchor Head, SI11 and Jamb Anchor Quantities Into Wood or Metal (AnchorTypes 1-4) Min. Type Aroh� D88Cd�1On Anchor Type Edge Embed - Dbierm meet _ #12 Steel stxsx S. Phre r •A• or "B" O pension (1n) 24 1 30 38 42 48 1 64 1 8O 67.876 0.32_4° 0.126, Anchor Location* 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 141 1 2 3 4 1 2 3 4 1.376 30 Jamb 3 3.14 1.37W 3 4 3 4 3 4 3 4 3 413 41314 3 4 3 4 3 4 31.4 1 3 4 3 4 3 4 3 HeadlSi3 2 2 2 2 3 3 3 3 4 3 4 3 6 4 61416 6 5 5 0 5 8 616 6 6 6 7 8 7 6 48 Jamb 4 4 5 4 5 4 5 4 6 5 6 5 6 6 61616 6 6 6 5 5 6 SIB 5 6 5 5 5 8 6 Head/318 2 2 2 2 3 3 3 3 4 3,4 3 5 4 61415 8 6 6 .8 6 7 616 6 7 6 71 7 8 7 00 Jamb 6 6 6 51 8 $ 6 5 8 616 6 6 6 71616 8 17 6 7 6 7 61 7 8 7 6 7 6 7 6 Head/S81 2 2 2 Z 3 3 313 4 3 4 3 6 4 514151616 5 6 6 7 8 7 6 7 6 8 7 8 7 67.075 Jamb 6 8 7 61716 7 8 7 617161 7 7 8 7171718 7 7 7 8 71817 8 7 8 7 8 7 Head/881 2 2 2 2 3 3 3 3 4 3 4 3 514 5 4151616 5 6 6 7 0 7 8 7 8 8 7 8 7 Q $ 72 Jamb 6 0 8 6 7 6 8 8 7 7 8 7 7 7 8 71717 4 3 4 3 614 6 4151 8 7 8 7 8 8 8 8 4 3 4 3 5 4 8 4 8 8 9 8 8 8 ±.j 4 3 4 3 8 4 6 4 8 8 9 8 8 8 9 8 4 3 1413 6 4, 5 4 9 9 10 9 9 1 9 10 9 4 3 4 3 6 4 5 4 10 10 12 10 10110112110 4 3 4 3 5 4 6 4 11 11 13 11 4 3 4 3 4 3 4 3 8 5 8 8 8 6 9 5 9 7 8 7 9 7 8 7 9 7 6 1816 8 6 7 6 7 6 7 8 8 9 8 8 8 9 8 9 8 9 8 1110 5 7-6 7 6 7 8 7 8 8 10 8 9 8 t0 8 6 6 6 6101716 8 10 8 9 8 10 8 5 8 6 6 617101 9 11 9 5 8 6 • Vdidth and Height dimensions may be feVersed to locate anchor quantities on the table. If so, the Head/Sill and lamb roars must also be reversed so that the longer dimension gets the most anchors. Hear"18 2 2 2 2 3 3 3 3 70.8 Jamb 7 7 8 7 8 7 8 7 HmMM 2 2 2 2 3 31313 Jamb 7 7 9 7 0 7 9 7 Head/Sgl 2 2 2 2 3 3 3 3 86 3 Jamb 7 7 9 7 8 7 9 7 HeaMM 2 2 2 213 3 3 3 Jamb 8 8 10 81 9 8 10 8 Head13t8 2 2 2 213 3 3 3 109.7 Jamb 9 9 12 911019 12 9 Head/SUI 2 2 2 2 3 3 3 3 120 Jamb 10 10 13 10111110113110 Head/15111 2 2 2 213131313 128 Jamb 11 11 13 11 12 11 13 11112112113111 Ftead/Si8 2 2 2 2 3 3 3 3 146 Jamb 12 12 16 12 131121151121 Headf= 1 212 2 2 3131313 NOTES: I. ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 145' NOR CAN THE WINDOW AREA EXCEED 32FT'- 2. FOR SIZES NOT SHOWN. ROUND 4!E TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS. FWD THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FR WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS A" AND "B") MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE. THIS SHEET). 5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. NO CHANGE 370 TECHNOLOGY ORP N. VENICE, FL 34278 P.O. BQX 1629 NOKQMI9. FL 34274 Anchor Min. Min. Type Aroh� D88Cd�1On Substrate Edge Embed - Dbierm meet _ #12 Steel stxsx S. Phre r 0.884° ...�._. 1.37$° 1 #12. Steel screw (G6) BE Stud, Gr 33 0.3241 .048•118G9 012, Steel !Taw Ahml.8083 -T8 0.32_4° 0.126, #12 Steel screw (GS) A35 Steel 0.324° 0.126 #14, Steel screw (G6) S. Pine 0.984" 2 _P4, Steel screw (G5) StL Stud, Gr 33 0.301" _1.376 .o4e,118Ga #14, Steal screw (G6) Alum. 8083 -T8 0.381° 0.126 #14. Steel screw A30 Steel 0.381" 0.128° 3 �1l4° Steal Ultracen ^ ^ _ 8. Pine 11 1.376° 114" 410 SS CreteFlml S. Pine 1• 1.376 4 5118" Steel Ultmcon S. Pine 1.28" 1.37W A" & "8" DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. DIM. r--- "B" DIM. °B° DIM. DI \� PrAm I NTS1 6 d 8 1 409.4 PRODUC'ra9W03B0 �ooa�ptYiogvrNh 1d1�e Plar[de Aw�No 4�— .� 1'ro0ua Cmrtrol� V LYNN 4f, ""* *�� • No. 68705 �* O�Fn_ •!cLOR10P��1G`��` NOTES: I. ANY ONE SIDE CANNOT BE MORE THAN 145' AND HAVE AN AREA OF MORE THAN 32FT2. 2. FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS A' AND 'B7 MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). 5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. =:h RN /i )70 TECHNOLOGY MW N. VENICE, FL 34278 P.O. eQX rL 1928 NOX6;M 34274 Anchm Head, SM and Jamb Anchor Quantities Into Masonry (Anchor Types 6-7) train. Ancha TYPO Substrate Edge Embed- gstaue meat 6 `A" or °B" Dlinenebn (In) 1` — 24 30 38 1 42 48 54 1 80 1 87.875 Anchor Location' 5 8 7 5 6 7 8 8 7 8 6 7 5 6 7 6 8 7 8 8 1 7 5 6 7 38 Jamb 4 3 3 4 4 3 4 4 3 4 14 3 4 4 3 4 4 3 4 41314 4 9 HaWSM 2 2 2 3 3 3 4 4 3 515 4 6 5 4 6 6 6 6 6 8 7 7 6 48 Jamb 5 4 4 5 6 4 5 8 4 615 5 6 6 5 6 5 5 6 5 8 6 6 6 Head/SM 2 2 2 3 3 3 4 4 3 515 4 6 5,5 7 6 6 7 6 6 8 7 7 so Jamb 8 6 6 6 6 5 6 8 6 716 6 7 8 6 7 6 6 7 6 8 7 8 a HeadfSM 2 2 2 3 3 3 4 4 3 515 4 6 5 8 7 6 6 7 8 8 8 7 7 67.876 Jamb 7 8 8 7 6 6 7 7 S. 8 7 7 8 7 7 8 7 7 8 7 7 8 8 7 Head/8M 2 2 2 3 3 3 4 4 3 8 8 4 815 b 7 8 8 7161618 SIT _ 8 72 Jamb 8 618 8 7 6 8 7 8 8 7 7 9 7 7 9 7 71918 7 7 6 6 9 8 8 -11818. HeacYS19 2121 2 3 3 3 4 4 3 5 5 4 6 8 6 7 8 8 78 a Jamb 8 7 7 8 7 7 8 8 7 8 8 8 9 8 8 8 8 6 Hea"Ill 2 2 21 313 3141413 5 8 4 6 S 6 7 6 8 84 Jamb 9 7 7 918 71 9 8 7 6 8 6 10 8 8 1018 8 Head= 2 2 2 3 3 31414 3 8 6 4 6 5 6 718. 8 88 3 Jamb 8 7 7 9 8 7 6 8 7 9 8 8 10 B. 8 10 a 8 H-VSip 2 2 2 3 3 3 4 4 31518 4 10 9 811019 9 4 4 3 61 5 4 12 10 9 12 10 10 4 4 3 6 15 4 13 11 10 4 4 3 13 12 11 4 4 3 6 6 6 716 8 111910 8 5 8 a %Mdth and Height dimensions may be reversed to locate anchor quandtles on the table. if so, the Head/Sill and Jamb rows must also be be reversed so that the longer gets the most anchors. Jamb 10 8 IS 10 9 8 Head/8111 2 212 3 3 3 109.7 Jamb 12 919 12 1019 Headf8111 2 212 313 3 120 Jamb 13 10110 13 11 10 Head/81g 2 2 2 3 3 3 128 Jamb 13 11111111 13 12 11 He"SI 2 2 2 3 3 3 146 Jamb 15 92 12 15 13 12 Headi861 2 2 2 3 313 NOTES: I. ANY ONE SIDE CANNOT BE MORE THAN 145' AND HAVE AN AREA OF MORE THAN 32FT2. 2. FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS A' AND 'B7 MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). 5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. =:h RN /i )70 TECHNOLOGY MW N. VENICE, FL 34278 P.O. eQX rL 1928 NOX6;M 34274 Anchm train. Anchor Description Substrate Edge Embed- gstaue meat 6 1/4" 3taNllhracwn HdlowBbck 1` — 12F 114 Steel Ultracon 2 71c Concrete 1` 1.3717 6 114 410 88 CrdeF[ax Hollow Bloolc 1` 1.25' 114 410 SS CrOoFlox 3.35k Couxate 1'..... 1' 7 6/16° Steed Ullmcon HalkX u Bkxk 1. 12b° 6118' Steal Ulksoon 3.6k Concrete 1.Z8° A' 8r '8' DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. r►- '8" DIM. T DIM. I- W101—f- vj;T4 I" I DIM. "8' DIM. P6w7or I NTS 1. 7 a 8 1 42684 craRYBtM 5w4 L8— m1 t 4 N'I L1.NN *' No. 58705 �i ��SStZ/ON�AL. A imm .E. lldll 70 P.E. PP$ 68709 2.784" I 2.500° INTEGRAL FIN FRAME O MAT'L: 6063 —T5 DWG NO. 4256A 1.875' .062° —� 1+-- -- 2.784° — FLANGED FRAME O DWG NO. 4253 Rg-7- L t {+— .970" I .975' 7/16" LAMI GLASS BEAD to MAT'L: 6063 -T5 DWG NO. 4255 .346° —►I F-- DWG #I PART i DESCRIPTION 7777—''''' .975' 4268A �+ .974' 047° F.- 2 4253 64253 1 -1/16" LAMII.G. GLASS BEAD INSTALL. FASTENER COVER MAT'L: 6063 —T5 DWG NO. 4254 73 MAT'L: 6063 —T5 DWG NO. 4224 ITEM DWG #I PART i DESCRIPTION 1 4268A 64256 Integral tin frame head, sN & jamb 2 4253 64253 Flanged tame head, sin & jamb 7 1155 781PDX #8 x 1 Quad PH SMS stainless steel 8 Schnee- Morehead SM5504 acryl -r narrow joint sealant or 10 4255 64255 7/16 lama glass bead 11 4254 64254 1 -1116 laml I.G. glass bead 12 1224 8TP247 Vinyl bulb weatherstrip (thick) 13 4224 installation fastener cover 14 Dow Coming BW glazing sealant or equivalent 15 Dow Coming WS silicone structural sealant, black 17 7118" Iami glass: 31F18" annealed -.090 DuPont Butacke or Saltex KeWSals Maximum PVB httolayer - 3/18" heat strengthened 18 14118" lami I.G. glass: 3/18" heat strengthened outboard - 7118" airspace - 3118" annealed -.090 DuPont Butacite or Sallex KeepSefe Maximum PVB Interiayer - 3/18" heat strengthened 20 4282 64282 Architectural comer key 21 7118° lama glass: 3118" heat strengthened -.090 DuPont Butaotte or Sallex KeepSefe Maximum PVB interlayer - 3/18" (teat strengthened 22 14M8" lama I.G. glass: 3/18" heat strengthened outboard - 7/18" airspow - 3116" heat strengthened -.080 DuPont Butacke or Sallex KeepSafe Maximum PVB intmlayer - 3/18" heat strengthened M TECfmowcr owe L VENM FL 34275 P.O. QX 1528 [rOt0 J! R 34274 PW-MI I errs 1 8 - a 1 42W4 a6vtsao a wUb dm l LYNN ryQ`7jii'i 68705 C9 ''issNA% t�/dOd-�•��• A P # A58 S .E.