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RC-13-569 (5) Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-206754 Permit Number: RC-3-13-569 Scheduled Inspection Date: February 07, 2014 Permit Type: Residential Construction Inspector: Rodriguez,Jorge Inspection Type: Foundation Owner: ACOSTA,JUAN CARLOS Work Classification: Addition Job Address: 128 NE 99 Street Miami Shores, FL 33138- Phone Number Parcel Number 1132060132270 Project: <NONE> Contractor: HK YOSHIDA CONSTRUCTION LLC Phone: (954)275-3969 Building Department Comments ADDITION OF BEDROOM WITH MASTER BATH Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-206694. CREATED AS 4N REINSPECTION FOR INSP-206564. CREATED AS REINSPECTION FOR INSP-206538. Bottom of footing must be minimum 24"down from grade. Mis mg inspec Ion issing Compaction test and Arch. /Eng lette Failed FOOTINGS NOT PER PLANS Correction Needed Re-Inspection ❑ p� Fee No Additional Inspections can be scheduled until re-inspection fee is paid. \ February 06, 2014 For Inspections please call: (305)762-4949 Page 34 of 36 DATE: February 4,2014 TO: Miami Shores Village—Building Department Atm: Ismail Naranjo, CBO 10050 N.E. 2nd Avenue Miami Shores, FL. 33138 CC: H.K. Yoshida Construction,LLC Atm: Hal Yoshida 1021 N.E. 45�' Street(Floranada Road) Ft. Lauderdale, FL. 33334 RE: Depth of New Foundation at North side of Building Relative to Lowest Grade for private residence located at 128 N.E. 99 Street—Miami Shores,Florida 33138 (Permit No. RC 13-569) Dear Mr. Ismail Naranjo: It is acceptable by Innovative Structural Design,LLC that the bottom of new foundation on the North side of building to be 22"below existing grade. The site slopes upwards going South and current foundation placement will have adequate soil coverage to meet Florida Building Code 2010. Please feel free to contact me if you have any questions regarding this information. Thankyou. 0000 0000.. •... .. • Sincere1, • • 0000.. • 0000.. 0000. .. •.s.• Mare, n,It ' e.• ConcYltitig StnfitWra)•Engineer Florida P.E.Na..ZQQ42 0000.. 00 .' • •• 0 0000.. 0000 • Innovative Structural Design, LLC 3825 East Lake Terrace Miramar, Florida 33023 Cell: 305.308.5405 E-mail: marejean@bellsouth.net QuEST Consulting Engineering Testing Moisture-Density Relationship Test Client H. K. Yoshida Construction, LLC Date 1/28/2014 3840 W. Hillsboro Boulevard -Suite 222 Deerfield Beach, FL -33442 Project SF Residence Addition Report No. J-14014.002 128 NE 99th Street Miami Shores, Florida Sample Description White SAND Sample Location North Side of Addition - In Situ Moisture Content Dry Density (%) (pcf) Max. Dry Density(pcf) 103.3 13.3 102.4 Opt. Moisture (%) 15.5 15.5 103.3 18.1 101.6 Moisture-Density Relationship 103.4 „ . 103.2 #1 103.0 4- Proctor Test Modified 102.8 Method D 1557 a 102.6 102.4 Technician BM d a 102.2 o 102.0 uR•��4 t � 6��`E 101.8 ' F• Win 3g� t� +r,z • 101.4 0.0 5.0 10.0 15.0 20.0 Moisture Content(%) Remarks Sincerely, Quest Engineep'N Services &Testing, Inc. Quest Engineering Services&Testing, Inc. Jupiter Ph(561)747 8886 Pompano Beach Ph(954)582 9800 Fax(954)582 9 6 QuES T Consulting Engineering Testing SOIL COMPACTION TEST REPORT Client: H. K. Yoshida Construction, LLC Date: 01/27/14 3840 W. Hillsboro Boulevard -Suite 222 Deerfield Beach, FL -33442 Attention: Mr. Hal Yoshida Project: SF Residence Addition Report No: J-14014.004 128 NE 99th Street Miami Shores, Florida General Location West Addition Material Tested Footing Subgrade Compaction Requirement 95% Test Location Depth Maximum Moisture Field Compaction' Results No. of Test Dry Densityll Content Dry Density Inches c % c 1 North @ Center - RETEST 12 103.3 12.3 98.0 95% PASS 2 West @ North End 12 103.3 11.4 97.8 95% PASS 3 West @ South End - RETEST 12 103.3 11.8 98.2 95% PASS 4 South @ Center 12 103.3 11.1 97.9 95% PASS Remarks: Sincerely, Quest Engineering Services&Testing, Inc. BMN r1309 Quest Engineering Services&Testing, Inc. 2737 NW 19th Street- Pompano Beach Ph(954)582 9800 Fax(954)582 9836 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-207420 Permit Number: RC-3-13-569 Scheduled Inspection Date: March 12, 2014 Permit Type: Residential Construction Inspector: Rodriguez,Jorge Inspection Type: Fill Cells Columns Owner: ACOSTA,JUAN CARLOS Work Classification: Addition Job Address: 128 NE 99 Street Miami Shores, FL 33138- Phone Number Parcel Number 1132060132270 Project: <NONE> Contractor: HK YOSHIDA CONSTRUCTION LLC Phone: (954)275-3969 Building Department Comments ADDITION OF BEDROOM WITH MASTER BATH Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-187848. Columns only to block height Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. March 11, 2014 For Inspections please call: (305)762-4949 Page 19 of 34 DATE: March 11,2014 TO: Miami Shores Village—Building Department Attn: Ismail Naranjo,CBO 10050 N.E. 2nd Avenue Miami Shores,FL. 33138 CC: H.K.Yoshida Construction, LLC Attn: Hal Yoshida 1021 N.E. 45th Street(Floranada Road) Ft. Lauderdale,FL. 33334 RE: Tied Column Rebar Splice Repair Detail for private residence located at 128 N.E. 99 Street— Miami Shores,Florida 33138 (Permit No. RC 13-569) Dear Mr. Ismail Naranjo: Use ZAP Screwlok rebar coupler(product code: 5SZBA)or approved equal for each foundation rebar dowel. Provide 39"minimum contact lap splice between coupled rebar and epoxied column rebar cage. See attached sketch. Please feel free to contact me if you have any questions regarding this information. Thankyou. Sincerely, Mare A. Je ' � + �z'ot Consulting Structural Engineer Florida P.E.No. 70042 Innovative Structural Design, LLC 3825 East Lake Terrace Miramar, Florida 33023 Cell: 305.308.5405 E-mail: marejeanCbellsouth.net S �A(Z- 6 F> OZ C-ACie ( C) ,CPO X rEf:> co wro nJ -iZ , C.N\V -(Y\(1) 04 2 W vo � v J z �- S a `i co v P LF2S Lyo PE sA z coo P u�--D TO 24��GAf,--- Exp D fr .,G flzorv\ f�oVN ©A-T(C)rj. USS �1�P SCRt LOCI-- 'Pf2OuVC.7(- CObe by � ZAP CR D ( SHEEN- Dimensions and Data [incl°i-- o n nits.] PRODUCT COUPLER LENGTH NUMBER AVERAGE MIN.IMPACT REBAR CODE WEIGHT ,L' A' $:'. `C': X' SCREWS Ta RASCfEW S END VIEW SIZE TYPE2 EPDXY Pb) (int, fin) 110) (in) (in) PER BAR (Raba) (tabs) (af(erAssenbi) ZAP SCREWLOK TYPE 21 3 1116 5/a 7/16' EPDXY SERIES 4 4ZBA 4ZEA 2.2 7 1 1/16 11/16 1/2 '- 12M 3 50 250 sizes#3 -#11 5 5ZBA 5ZEA 3.4 9 1 �'4 5/8; 15 4 C' L' 7 1 3 1 6 11/16 13 5 7 7ZBA 7ZEA 7.6 13 -1 4 1;1/16 I�Vm 2 Y16 5 A 7 Y 1 i r e 100 500 , ;, s 7/s 21/4 9 9Z8A 9ZEA,1 17.6 16314 1 508 1 114 1 V16 25,8 6 B 10 10ZBA 10ZEA 21.4 19 1/6 1 n/16 1 1 7/16 1 W 23/4 7 200 660 11 11ZBA IIZEA25. 113/lel 1 112 1 114 21 6 8 X 14 14ZBA 14ZEA 31.7- 153/8 25/16 13/4 1 1 Yz 33/4 9 350 1000 18 18ZBA 18M 74.0 291/2 21/2 21/41:44M 438 21 4 SZBA 15 5 1 V16 11/16 Yz 13,S 2 sizes#14,#18 ZAP`SL'SERIES -+= 5SZBA 2.6 ' 7 J5/16 3/4 5/8 15/8 3 50 250 Q 15/16 11/16 3 C` L 7 7SZ A 6.2 103/41 16 116 1A6 A i u u 8 8SZBA 1 7/8 1 100 500 9 ZBA 4. 7 5 10 1OSZBA 18.2 16112 111/161 1 7/16 1 V8 1 23/4 5 200 660 B m 11 11 SZBA 22.3 19 1 13A6 1 W 1 v4 21 6 14 14SZBA6.0 13 2516 1 34 1 334 7 X 18 18SZBA 58 4 23 1 2' 2 a 1 1 16 43 16 350 1000 5/4 5/4ZBA 3,0 8 1 3/4 5/8 1 5/t 3 Transition ZAP SCREWLOK 6/4 6/4ZBA 4.3 10 1 3/16 1506 11/16,, 13/4.` 4 50 250; S(ZeS#4 _#J1 TRANSITION C' 7/5 7/5ZBA 6.8 12 1 V4 11/16 116 21A6 4 7/6 7/6ZBA A 8/5 8/5ZBA, 100 500 L 8/6 8/6ZBA 9.9 14" 15/16 11/t 7/3 21/4 5 rE --EL X 9/6 9/6ZBA 917 9/7ZBA 16.2 159/16 15/8 1 1/4 1 "6 2 5,8 5 k j 9/8 9/8ZBA Transition 10/7 1O/7ZBA sizes#14 #18 10/8 10/8ZBA ` 20.1 1715'1 111/16 1 7A6 1 Ys 23/4 6 200 660 G' 10/9 10/9ZBA A 11/7 '11/7ZBA 11/8 11/8ZBA 20.1 1715/1 11$`16 1 W 1 14 213/166 11/9 1" 11/10 11/10ZBA 22.8 205/16 113/16 112 1 Ya 213451 7 B 14/10 1411OZBA 26-0 13 25/16 13/4 1 W 33/4 7 X 14/11 14/11 ZBA 350 1000' 18111 18/11ZBA 532 189/16 21/2 21/4 1 4 16 43/8 12 18/14 18/14ZBA ENGTH NUMrSER. AVERAGE h1Ri REBAR PRODUCT WEIGHT i 'A B" D w' SCREWS T RASamNRENCIf' END VIEW 3iZE CODE (Ib) „ (la) (in) (in) (!n) (In) PER BAR (t4W) (t.Wal fa AssantXy) ZAP`S L'; 4 4SZSC 0.9 3% 1 Vi6 11/15 1 7/16 3/is 2 STRUCTURAL CONNECTOR 5 5sZSC 1.5 4 vs 1 1$ 3,/4 111/16 V4 3 50 250 Sizes#4-#11 6 6S SC 5 1316 15116 1 7 V4 4 D 7 7SZSC 3.6 s 6" 1 1/4 1 1/16 2" 5/16 4 100 500 �w T- 3c- 8 8SZSC 5.5 77 15/16 1 s 2516 3/6 5 A im 9 9SZSC 7.6 8 1 5r8 1 1/4 211/16 7/16` 4 1 1116 1 7/16 2 7x3 1"2 5 200 660 10 10SZSC 9.6 9 Yz / 11 11 SZSC `, 12.1 11 1A 1 1 6 1 W 3 9/16 6 B 7 5 3 1 11/16 7; sizes#14&#18 have 1 14 14SZSC 18.0'> 8 r8 ,2/1s 1_I'4 3 �'s _ 350- 1000 � rows of screws two ro 18 '18SZSC- 37.5 15318 °212 2 Y4 412 7/s 16' ) - COUPLER LENGTH NUMBER' A AINA PACT REBAR PRODUCT WEIGHT L' A' G' S` d' SCREWS_ amw NRE" END VIEW 1O IME RATING (aFtEt Assembly) DOUBLE BARREL ZAP SCREWLOK SIZE ivOflE (ib (In) (In) (in) (in) (In) PER BAR` flit iba) 3 3DBZA 1.3 2" 1 Ya 38 15i6 38 2 4 4DBZA 1.3 2 1B 1 Y16 1515 Y2 2 4/3 4/3DBZA 5 5DBZA 2.3 3 1 Y6 5/a 15'16 5/8 3 50 250 514 5/4DBZA C C 6 6DBZA 6/4 6/4DBZA 32 37/8, 13/16 314 15`16 3/4 " 4 615 6/SDBZA S 7 7DBZA 7/5 7/5DBZA 7.1 53/8 '`1 5/16 :7/8 '13/8 7/8 4 7/6 7/6DBZA 100 500 8 8DBZA 10.7 6W 13/4 1 1 1/8 1 5 8/7 8f7DBZA ZAP "SCREWLOK Mechanical Splices and Connectors for Reinforcing Bars— Review... ZAP SCREWLOK®mechanical spiices and connectors are compatible with reinforcing bars that comply with ASTM A615i,ASTM A706, ASTM A996,or equal and consist of smooth;shaped;steel sleeves with converging sides. A series of cone-pointed hex-head screws are arranged along the longitudinal axes in one or two rows.In the case of butt splices,reinforcing bars are inserted from each end to a center stop. No special bar-end preparation is required,so ends can be sheared,sawed,or flame-cut. Assembly instructionsare normally supplied with your order or can otherwise be obtained directly from Barsplice Products,inc. Single Row During mechanical splice assembly,as screws are tightened,they embed #3 themselves Into the rebar surface and then the heads twist off at a prescribed tightening torque.Force from the,screws causes rebar deformations to interlock BEFORE within the coupler wedge.The DUAL mechanical action,results in a full positive AND connection for transferring tension or compression forces from bar4o-bar.Screws R can be tightened using suitable impact wrenches or hand-held ratchet wrenches. AFTER t Linear alignment is preserved across the splice by using reinforcing bars with ASSEMBLY straight ends and securing the continuation bar in the desired position at the time of assembly. Double Row When making splices between fixed points;a coupler sleeve without a #14&#18 center stop can be slipped entirely onto one bar and subsequently repositioned' y over the two bar ends being spliced_ BEFORE Mechanical buff splices and connectors are available for AND reinforcing bar sizes No.3 through 18(0 10 through 57 mm)per AFTER BPI'S Dimensions and Data charts. Transition splices are used to ASSEMBLY connect of different sizes. Mechanical lap splices are'available'for barsizes No.3 through 8(010 through 25 mm). . "gT`:;1 -°air 1 fr"'€'a $`i�*mss Yi 7 i j:t;xts t'44 �t M A r C piic£ f Y� rl e i t ,f�poJi�.�) S�v ;,c f v S a t i or c t i :.in i i P r:0 9 L,i o m..he-i i i C., a d a ,+r zeCi)b ef'r be ri we a m ratev cc-d rb tart c f�F)isr fits.la?.tea°,_iJ¢r'.. we selet,t3bie..,i? cAlnsl,uE:.[a<.. ;f??a F�,,t?z. ,�;"F.{aiTea 4f.,uG,,. ;i ZAP SCREWLOK®is apositive tension and compression mechanical splice system whose strength is independent of the concrete which surrounds it,thereby providing true structural continuity`Applications include heavy construction,field splicing of column steel,beam reinforcement,concrete piles and deck steel.The system is used for rehab projects,retrofit,strengthening,and up-grading concrete elements. Type 2 splices are used for mechanically splicing reinforcement in members resisting earthquake induced forces.Other uses may include extending deck steel to widen bridges,highway patch and repair projects and splicing of bars across closure pours. :..bene,€&t•s to using ZAP..SCWay.OW" -,Ihu i(: rrr,at' olicAno, C.tl? ,}`,�'�'' t andrf''€7 -ire t�,.pt3n;}c. s t i£;C,.'':. or h r�fi t4Y ' £ at.. '!'c'l,s +s.,:ai i ..' .t ti ,t:,��n .-Ge i ,. �'r..iz! ?mk r l t -2'€t ra [ i£a a e eouifeneafs,and i e Ye tzp-, °..v',"ti,...,'Ii_..K is,u,hi� ;"'.. �_. ,.t"t 25 2'� jigha pi Ca.,S 3f.lig:t; s su,tu�Ok, or nen,v cJ stnu i':7.}, :ir�l .cir-;=< _:r Z.�iar•�.,i,tC..elf Y2 Headed Anchorage suitable for Grade 60 reinforcing can be created by welding Zap Structural Connectors and structural steel plates'.For simplicity, locally-sourced plate that has been cut square and has a side length`S'as specified in the table below will be more than adequate for many applications. S However,other sizes and shapes of plate can be attached to suit structural demands: ACI 318 Section 12.6 allows any mechanical device to be used as anchorage that is capable of developing at least the strength of the bar fty)without damage to concrete. Example of Zap SGreWIOke Termination (plate and welding by others) Reinforcing bar sizes No.4 through No_18(012 through 57 mm)that meet the deformation requirements of ASTM A615 or ASTM A706 can be anchored by this method.Applications might include the substitution of hook bars in congested areas, or in renovation and repair work,to enhance straight bars where development length is inadequate."Headed bars reduce the development length of bars by transmitting a ptoporbon of force from bar to concrete via head bearing area. Square Headed Mechanical Anchorage Dimensions Am Rebar and Zap SU structural connector Size 4 5 6 7 8 9 10 11 14 18 4Ab Square plate side length'S'(in.) 134 2 va 2111 234 314 3 3'4 4 414 514 6 v2 9& Square plate side length'S'lin.) 2 2 v2 234 3% 334 4 u 434 5 614 . 8 Plate thickness(in) 1 V2 SB ya 344 y4 m$ 1 11/4 1 y4" ''welder"fiflca6on,weld procedure,integrity and strength are the responsibtrfir9f others *Ann=net bearing area of the head to tersgtr. 4Ao=4 x area of reinforcing bat,9Ao=9 x area of reinforcing bar. While the information contained in this document is believed to be accurate at the brie-of publication,BPI reserves the right to make changes,design modifications corrections and other rewsio:fs as it sees fit,without notice.All products described herein are supplied in accordance with BPi's standard Terms and Gondibons of Sale. This document is of a promotional nature only.Aspects of structural design,evaluation of product fitness for use,suitability or similar attributes are the responsibility of others r� ,7f • BarSplice Products, Inc., 4900 Webster.Street, Dayton OH 45414, USA �t� , y- - *Tel: (937)275-8700 *Fax: (937) 275-9566 *E-mail: bcar@barsplice.com MEMBER Copyright 0 2(313; Barspiice Products, Inc.,°`BPIa. All rights reserved: MEMBER / i f f� Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-208074 Permit Number: RC-3-13-569 Scheduled Inspection Date: March 03, 2014 Permit Type: Residential Construction Inspector: Rodriguez,Jorge Inspection Type: Slab Owner: ACOSTA,JUAN CARLOS Work Classification: Addition Job Address: 128 NE 99 Street Miami Shores, FL 33138- Phone Number Parcel Number 1132060132270 Project: <NONE> Contractor: HK YOSHIDA CONSTRUCTION LLC Phone: (954)275-3969 Building Department Comments ADDITION OF BEDROOM WITH MASTER BATH Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed P CREATED AS REINSPECTION FOR INSP-187847. Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. February 28,2014 For Inspections please call: (305)762-4949 Page 28 of 36 QuEST Consulting Engineering Testing SOIL COMPACTION TEST REPORT Client: H. K. Yoshida Construction, LLC Date: 02/28/14 3840 W. Hillsboro Boulevard -Suite 222 Deerfield Beach, FL -33442 Attention: Mr. Hal Yoshida Project: SF Residence Addition Report No: J-14014.007 128 NE 99th Street Miami Shores, Florida General Location West Addition Material Tested Slab Subgrade Compaction Requirement 95% Test Location Depth Maximum Moisture Field Compactionj Results No. of Test Dry Density] Content Dry Density Inches c % c 1 NW Corner 12 124.5 7.9 124.1 100% PASS 2 Center 12 124.5 8.3 123.6 99% PASS 3 SE Corner 12 124.5 8.8 122.6 98% PASS Remarks: Estimated Proctor Sincerely, Quest EngineeriServices &Testing, inc. BM Quest Engineering Services&Testing, Inc. 2737 NW 19th Street- Pompano Beach Ph(954)582 9800 Fax(9.54)582 9835 . TERMITE PRETREAT SPECIALISTS 1 -866-PRE-TREAT 1 -800-487-8190 qgoe_ FAX 561-est.co 60 DiligentPest.com State License JB145875 otice of Preventative Treatment for Termites (as required by Florida Building Code(FBC) 104.2.6 and Broward County Chapter FBC 105.2.2) PEST PREVENTION I LAWNJ&ORNAMENTAL CARE I TERMITE SERVICES I MOSQUITO ABATEMENT i RODENT&NUISANCE WILDLIFE EXCLUSI &REMOVAL SERVICE ORDER NUMBER / �L✓ � � SERVICE DATE TIME WEATHER CONDITIONS DEVELOPMENT NAME(PROJECT) C NTRACTOR'S JJAME. , CONTACT PE SON 7 � ^ STRUCTURE ADDRESS(LOT/BLOCK C CITY STATE,ZIP CODE COUNTY l '-,- CONTACT PHONE NUMBER NOTES TREAT ENT TYPE/AREA ❑FLOATING ❑MONOLITHIC ❑PATIO ❑GARAGE ❑DRIVEWAY ❑STEM WALL ADDITION ❑CUTOUTS ❑FOOTERS ❑FRONT ENTRY ❑EXTERIOR PERIMETER FOR RENEWAL ❑OTHER TREATMENT TYPE ❑TAMP&TREAT TREAT ONLY ❑FINAL ❑RETREAT ❑BORA CARE TREATMENT ❑SENTRICON HD PRODUCT 7 f ❑BASE LINE LIPROBUILD TC ❑DRAGNET ❑DEMON TC ❑TERMIDOR TC ❑BORACARE ❑OTHER ACTIVE INGREDIENT CONCENTRATION •• QEg � T ❑.06% ❑.12% ❑.25% 9'S% ❑.23% ❑OTHER GALLONS APPLIED ♦• T CAI •% SQUARE FOOTAGE T� LINEAR FOOTAGE ; o �% . SQUI(RE FOOTAGE VERIFIED YES ❑NO ❑MEASURED OR VERIFIED PER PLANS J09 READY CONDITIONS MET �� •.• YES ❑NO DETAILS SAFETY CONDITIONS �ZZ As per 104.2.6 FBC-If soil chemical barrier method for termite prevention is used.Final exterior treatment shall be completed prior to final building approval. Certificate of Compliance:The building has received a complete treatment for the prevention of subterranean termites.Treatment is in accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services.(Per the Florida Building Code.) If this notice is for the final exterior treatment,initial and date this line (TERMITE MONITOR INSTALLED ❑YES ❑NO} FINAL STICKER ❑ELECTRICAL PANEL ❑WATER HEATER OTHER Payment Terms: Customer's payment in full is due at time of initial service.Customer agrees that a finance charge in the amount of 18%per annum will be assessed on all unpaid balances that are not satisfied by the due date. In the event a collection process becomes necessary to recover an unpaid balance the following fees will be assessed including but not 1' d to: collection service fee,attorney's fee,finance charges and non-sufficient funds payment fee Customer will be respo or in I cos ssociated with any collection process. Date Applica ' ent Termite reating,Inc.) Date Custo roperty Owner or Agent) A MW �� 1-800-487-8190 DiligentPestxom Corporate 3500 NW Boca Raton Blvd. I Suite 714 1 Boca Raton, Florida 33431 1 800.487.8190 DATE: February 4,2014 TO: Miami Shores Village—Building Department Attn: Ismail Naranjo,CBO 10050 N.E. 2 n Avenue Miami Shores,FL. 33138 CC: H.K. Yoshida Construction,LLC Attn: Hal Yoshida 1021 N.E. 45th Street Floranada Road Ft. Lauderdale, FL. 33334 RE: Depth of New Foundation at North side of Building Relative to Lowest Grade for private residence located at 128 N.E. 99 Street—Miami Shores,Florida 33138(Permit No. RC 13-569) Dear Mr. Ismail Naranjo: It is acceptable by Innovative Structural Design,LLC that the bottom of new foundation on the North side of building to be 22"below existing grade. The site slopes upwards going South and current foundation placement will have adequate soil coverage to meet Florida Building Code 2010. Please feel free to contact me if you have any questions regarding this information. Thankyou. Sincere z-� o19 Mare A. Jean, Consulting Structural Engineer Florida P.E.No. 70042 Innovative Structural Design, LLC 3825 East Lake Terrace Miramar, Florida 33023 Cell: 305.308.5405 E-mail: marejean@bellsouth.net 5H ,i�,Es`S" �` ��„ ■�� Miami ShoresVillage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel:(305) 795.2204 f, Fax:(305)756.8972 3. ,I. MIA SH ' ES VILLAGE NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I(We)have been retained by © S to perform special inspector services under the Florida Building Code at the project on the below listed structures as of —t Z (date).I am a registered architect or professional engineer licensed in the State of Florida. PROCESS NUMBERS: ❑ SPECIAL INSPECTOR FOR PILING,FBC 1822.1.20(R4404.6.1.20) ❑ SPECIAL INSPECTOR FOR TRUSSES>36 LONG OR 6'HIGH 2319.17.2.4.2(R4409.6.17.24.2) XSPECIAL INSPECTOR FOR REINFORCED MASONRY,FBC 2122.4(R4407.&4) SPECIAL INSPECTOR FOR STEEL CONNECTIONS,FBC 2218.2(R44o&&2) t t SPECIAL FOR INSPECTOR FOR ATTACHMENTS, BC 927.12(R4405.9.12) ❑ SPECIAL INSPECTOR FOR Note:Only the marked boxes apply. The following indMdual(s)employed-by this firm or me are authorized representatives to perform inspection 1. 2 3. 4. *Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assigned by the Special Inspector. The qualifications shall include licensure as a professional engineer or architectraduation from 9 an engineering education program in civil or structural ming; graduates from an architectural education program;successful completion of the NCEES' Fundamental Examination;or registrition as building inspector or general contractor. I, (we)will notify Miami Shores Village Building Department of any changes regarding authorized personnel performing inspection services. 1, (we)understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Village Building Department Inspector. All mandatory inspections, as required by the Florida Building Code,must be performed by the County.The Village building inspections must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Department.Further,upon mon of the work under each Building Permit I will submit to the Building Inspector at the time of final inspection the completed inspection log form and a sealed statement indicating that,to the best of my knowledge, belief and fE: l judgment th portions of the project outlined above meet the intent of the Florida Building Code and are in accordance with phm nd EngineedArch�' t Addn=7�S� tit W �ltik— MI�M4 I L,g-tco-T 33o A, --- Phone No. 3 03�39�' Created on 6/10/2009 MIAMI-DADE COUNTY,FLORIDA A PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT, D RE1'-TARY 11805 SW 26 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 OA www.mLamidade.gov/pera/ PGT Industries -, 1070 Technology Drive C ,4' Nokomis,FI 34275 SCOPE: This NOA is being issued under the applicable rules and regulations Bove the ofIstoruction 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 e i S ct on(In Miami-Dade County)and/or the AHJ (m 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"CA-740"Aluminum Casement Window-L.M.I. APPROVAL DOCUMENT: Drawing No. 70454,titled"Aluminum Casement Windows, Impact", sheets I through 13 of 13, prepared by manufacturer, dated 12/17/02 with revision "E" dated 10/24/11, 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 Missile 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.08-0117.11 and consists of this page 1,evidence pages E-I E^ well as approval document mentioned above. - "1 0 4) The submitted documentation was reviewed by Jaime D.Gascon,P.E. l '2�S) !, M1AM4OADE Mrr NOA No.11-1110.18 APPROVED Expiration Date: May 22,2013 . �2 LTi Approval Date: February 09,2012 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 05-112911 and 03-0611.02) 2. Drawing No. 70454, titled "Aluminum Casement Windows, Impact", sheets 1 through 13 of 13, prepared by manufacturer, dated 12/17/02 with revision "E" dated 10/24/11, 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 6) Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 2. along with marked-up drawings and installation diagram of outswing aluminum casement window,prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s V17"607 and FTL-4608, dated 05/10/05, both signed and sealed by Edmundo Largaespada,P.E. (Submitted under previous NOA No. 05-112911) 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 o F 03-94 6) Forced Entry Test,pe 2 1 .2. ' d 202-94 along with marked---up drawings and i la is utswing aluminum casement window,prepared by Fenestratio stin ry, c.,Test Reports No.'s FTL-3729, FTL-3587, FTL-3582 and FTL-3580, dated 02/28/03 and 10/03/02, all signed and sealed by Joseph C. Chan,P. E. (Submitted under previous NOA No. 03-0611.02) C. CALCULATIONS 1. Revised anchor verification calculations and structural analysis, dated 11/21/05 complying with FBC,prepared by manufacture, signed and sealed by Lucas A. Turner,P. E. (Submided under previous NOA No. 08-0117.11) 2. Glazing complies with ASTM E1300-98/04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment, and!RerZatoryLAffai®rs,(PERA) Jaime D.Gasco ,P.E. Product Control Section Supervisor NOA No.11-1110.18 Expiration Date: May 22,2013 Approval Date: February 09,2012 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNentours& Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 09/08/11,expiring on 12/11/16. 2. Notice of Acceptance No. 114325.05 issued to Solutia,Inc.for their"Saflex-Clear or colored Interlayer"dated 04/21/11,expiring on 04/21/16. 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. 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,independence,conformance and compliance with the Florida Building Code,dated 01/11/08, signed and sealed by Robert L. CIark,P. E. (Submitted under previous NOA No. 08-0117.11) 5. Laboratory compliance letters for Test Reports No.'s FTL-4607 and FTL-4608, issued by Fenestration Testing Laboratory, Inc., dated 05110105, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05-1129.11) 6. Laboratory compliance letters for Test Reports No.'s FTL-3729,FTL-3587,FTL.3582 and FTL-3580, issued by Fenestration Testing Laboratory, Inc., dated 02/28/03 and 10/03/02,all signed and sealed by Joseph C. Chan,P.E. (Submitted under previous NOA No. 03-0611.02) G. OTHERS 1. Notice of Acceptance No. 084117.11, issued T tri for Series"CA-740 Aluminum Casement Window—L.M.I."approved 511 an xp "on 05/22/13. r Jaime D.Gascon, .E. Product Control Section Supervisor NOA No.11-1110.18 Expiration Date: May 22,2013 Approval Date: February 09,2012 E-2 NOTES:LARGE MISSILE WINDO i.GLAZING OPTIONS: CONFIGURATIONS OPTIONS NOA DRAWING TABLE OF CONTENTS A.5/16"LAMINATED GLASS COMPRISED OF(1)LITE OF 1/8" SHEET ` ANNEALED GLASS AND(1)LITE OF 1/8"HEAT STRENGTHENED } F527 NOTES........................................... 1 GLASS W/AN.090 INTERLAYER OF SOLUTIA OR DUPONT PVB. Q x x Q N GLAZING DETAILS........................ 2 B.5/16"LAMINATED GLASS COMPRISED OF(2)LITES OF 1/8" UNEQUAL LITES ELEVATIONS................................. 3-4 HEAT STRENGTHENED GLASS W/AN.090 INTERLAYER OFX Q X __Q DESIGN PRESSURE TABLES....,..5-9 SOLUTIA OR DUPONT PVB. SECTIONS......................................10 C. LAMINATED GLASS COMPRISED OF(1)LITE UNEQUAL LITES CORNER CONSTRUCTION...........11 ANNEALED GLASS AND(1)LITE OF 3/18'HEAT STRENGTHENED ENED EXTRUSION PROFILES................ 11-12 GLASS W/AN.090 INTERLAYER OF SOLUTIA OR DUPONT PVB. O X O X PARTS LIST....................................12 D.7/18"LAMINATED GLASS COMPRISED OF(2)LITES OF 3118" HEAT STRENGTHENED GLASS W/AN.090 INTERLAYER OF UNEQUAL LITES ANCHORAGE.................................1,3,4,13 SOLUTIA OR DUPONT PVB. E.13M 6"I.G.GLASS COMPRISED OF(1)LITE OF 1/8"HEAT STRENGTHENED GLASS AND(1)5/16-LAMINATED COMPONENT WITH A 31W AIRSPACE. 5/18"LAMINATED GLASS COMPRISED OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS WITH AN.090 SOLUTIA OR DUPONT PVB INTERLAYER. ®F.13/16"I.G.GLASS COMPRISED OF(1)LITE OF 1/8'ANNEALED GLASS AND(1)7/16"LAMINATED COMPONENT WITH AN AIR SPACE. 7/16'LAMINATED GLASS COMPRISED OF(1)LITE OF 3/16'•ANNEALED GLASS AND(1)LITE OF 3/18"HEAT STRENGTHENED GLASS WITH AN.090 SOLUTIA OR DUPONT PVS INTERLAYER. ®G.13/18"I.G.GLASS COMPRISED OF(1)LITE OF 118"ANNEALED GLASS AND(1)7/16'LAMINATED COMPONENT WITH AN AIR SPACE. 7/16"LAMINATED GLASS COMPRISED OF(2)LITES OF 3116"HEAT STRENGTHENED GLASS WITH AN.090 SOLUTIA OR DUPONT PVS INTERLAYER. IN MIAMI-DADE COUNTY OPTIONS E,F,AND G WHEN INSTALLED OVER 30'THE OUTBOARD LITE OF GLASS MUST BE UPGRADED TO TEMPERED.® 2.CONFIGURATIONS:X,XW XO.OX,XX X AND 0 3.DESIGN PRESSURE RATINGS/COMPARATIVE ANALYSIS TABLES: A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-98, S.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-98. C.DESIGN PRESSURES UNDER 40 P.S.F.NOT APPLICABLE IN MIAMI-DADE COUNTY, D.FOR"X"CONFIGURATIONS SEE SHEET 5. E.FOR"XX"CONFIGURATIONS SEE SHEET 6. F.FOR}44"XOX"&"O"CONFIGURATIONS SEE SHEET 7. G.FOR N4"XOX"&"XO"OR"OX"CONFIGURATIONS SEE SHEET 8. H.FOR UNEQUAL LITE"XOX,"XO"&'OX"CONFIGURATIONS SEE SHEET 9. AJ4.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3,4 AND 13 FOR ADDITIONAL ANCHORAGE INFORMATION. HEAD&SILL: MAX.4"FROM CORNERS MAX.4"&7"ON EACH SIDE OF MEETING RAILS MAX.141/2"SPACING 0 MAX,13"SPACING ON FI uG"Vl� yi I��sso the Fw" (2)ANCHORS 3"APART N FIXED LITE ONLY Bil"ds colo JAMBS: MAX.4"FROM CORNERS Acca cawwNo MAX.13"SPACING _ (2)ANCHORS 3"APART AgNEWslant t ro- ®SEE SHEET 13 FOR APPROVED ANCHO NS OR 1/4"SS4 CRETE-FLEX MAY BE USED 1N CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES S ETS 5 THROUGH 9. SEE SHEETS 5 THROUGH 9 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH#12 SCREWS. j 11 l l l 5.SHUTTER REQUIREMENT:NONE REQUI LYNN 6.NARROW JOINT SEALANT IS USED ON A� �RERS OF THE FRAME. \:`�'�.•'ti1cENSF•.�FF''` ®7.REFERENCE TEST REPORTS:FTL-3580,FTL-3582,FTL-3587,FTL-3729,FTL4607 AND FTL-4808. *' No.38708 8.THIS PRODUCT HAS BEEN DESIGNED A OMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE 7'�` F.K. Maw C NO CHANDETNN SHEET -y •a,TAE OF I '•��: F.K. aaatas D ADD 78"HT.,GLASSTYPESFANDD.REVNEANCNORADE. 1�N� DY NOTES AND TABLE OF CONTENTS %� S .F<omoP,•'•G\'� � '�� ALUMINUM CASEMENT WINDOW,IMPACT AL or. J.J. WM 1CYZ4/7r E F�TOfO CODE CHAlVOE890'Rt/tE P.QBQLC1678 /L 1 . a.ti« NLZLOAxs,a arae vtarbb Betar 11 CA-74 °""" n l m�ltt/a41�PA. FJC t?HTA)2 cAaro NTSI 1 d 13 7048.8 E P.e,Nbalm A 1/8"ANNEALED OR .090 PVB INTERLAYER 13/16" HEAT STRENGTHENED 88 5/16"LAMINATED COMPONENT ` GLASS 1/8"HEAT STRENGTHENED GLASS 43 463/8"AIR SPACE 118"HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 30 31 1/8"HEAT STRENGTHENED 1/8"HEAT STRENGTHENED GLASS ®OR TEMPERED GLASS 40 .65"NOM. 43 46 GLASS BITE ^� 85 .65"NOM. 44 GLASS BITE 44 NOTE:PVB INTERLAYER IS BY SOLUTIA OR DUPONT IN MIAMI-DADE ANY IG UNIT 5 INSTALLED OVER 30'MUST UPGRADE THE OUTBOARD LITE TO TEMPERED. 5/16"LAMINATED i GLAZING DETAIL 5 13/16"I.G.W/5/16"LAMI 32 33 .090 PVB INTERLAYER GLAZING DETAIL 3116"ANNEALED OR 87 88 13/18" HEAT STRENGTHENED 3/16"HEAT 3/16"ANNEALED Oily,HEAT 7/16"LAMINATED COMPONENT GLASS — STRENGTHENED STRENGTHENED GLASS GLASS AIRSPACE l 1/8"ANNEAL D OR 090 PVB INTERLAYER 43 ®TEMPERED LASS 3N6"HEAT STRENGTHENED GLASS 41 .65"NOM. 40 46 GLASS BITE 85 .65"NOM. 44 GLASS BITE ucr Revls81) 6044yint with tho Florida 44 °� �°dNO l t 9�t 48 5 luui 7/16' L ��`�\0��LYNN M44// GLAZING DETAIL5 ;`fit?.••'��ceNSF' .FP* 13/16"I.G.W/7/16"LAMI No.50705 GLAZING DETAIL = ^ro" I��111 •W, n.r., g7ASE OF 1 F.K. Vlaw C W CWAW TMS �'� lww-FXor Daw 622W n" AWWrLWI.G. a—car CrOCLAW07AAL 107" MM GLAZ/NQDETAILS �•c ,?. �OR,OP \� ALUMINUM CASEMENT WINDOW, IMPACT S/ONA\. ` tawi E 90'RIX.@ P.Q fOT9 � ,Behar e""awwk saamw� Ir..e"'— GM"au "". A.Lm4I,hls4�d. , °i"" °" °"""tl °i" � CAare N7S 2 r 13 704SA E REAM 7os FX OffiZ W DENOTES HINGE 74"MAX.WIDTH ANCHOR LOCATION AT HEAD& 30"MAX. LOCATION SILL OF"X"PANELS, DAYLIGHT ` ANCHOR TYP. TYPICAL.SEE HINGE OPENING 1 1/2" LOCATIONDETAIL SHT.4 / TYP. \ —-- -- CENTERLINE SEE D ANCHORRDEETAITAI L -SPAN TYP.(2) / 69"MAX. / DAYLIGHT 3' 7 — — 4" 7" OPENING MAX. 4" 13"MAX.O.C. — — 76"MAX. MID-SPAN ANCHOR DETAIL f SEEM�ETING HEIGHT (SEE SHT. 1 NOTE 4) MEETING RAIL DETAIL RAILrDETAIL (SEE SHT.1 NOTE 4) 0.(2) SEE MID-SPAN 4"MAX. 141/2"MAX.O.C.TYP. ANCHOR DETAIL TYP.(2) ELEVATION"B"-"XX" ANCHOR 134`MAX.WIDTH (SEE SHEET 7 FOR PRESSURES) LOCATIONS 30"MAX. 53"MAX. 30"MAX. (SEE SHEET 1, DAYLIGHT DAYLIGHT DAYLIGHT NOTE:"X"PANEL MAY SWING NOTE 4) OPENING OPENING OPENING IN EITHER DIRECTION SEE MID-SPAN ANCHOR DETAIL TYP.(2) 69"MAX, / DAYLIGHT //x OPENING s opoyh%with kheaY�th Wn Plurido 13"MAX.O.C. X _ ® wN" •- (1, .1 1-- 76"MAX. ° �O HEIGHT act ofilm 4"MAX, - k I l u l l 4' "MAX, 13"MAX.O.C. --� -14 1/2"MAX.O.C.VENT HEAD&SILL ONLY ��•'oe,NSf '•�A '; 37"MAX. _ ��_____80"MAX.FIXED N VENT TYP. �SEE MEETING RAIL DETAIL TYP.(4j Na ELEVATION"A"-"XOX"(SEE SHEETS 7-9 FOR PRESSURES) G F.K. 711"3 C ADD HfNOH LOCATOV DETNLB !,�O . ST Tx ram TECHNOLOGY DRNE XX"&"XOX"ELEVA7IONS . .�' ..Fi oa�o• C9,•` FK ®aaw D CHANGE MAX HT.TO WAND MAX,DLO TO NN` NOKOMp,FL J1276 TM"' /.,CCs •'.'••' 4 ft?a," E rvDOHANGErruNeHEEr Paegxrazo xumiNUMCASEMENTWINDOW IMPACT irrS7�/O� NA\-�� D.W. NOKOMf3,k 34274 V4lbly Setrar �•••+"•• ••»: °'""'r"° ^'" A,Lynn 004,'d,�, F.K. r2Pr7tW CA-71G NTS 3 s 13 704" E P.E.N Nl7G6 DENOTES HINGE 37"MAX.WIDTH 60"MAX.WIDTH LOCATION AT HEAD& 30"MAX. 53"MAX. - - SILL OF"X"PANELS, DAYLIGHT DAYLIGHT OPENING TYPICAL.SEE HINGE OPENING DETAIL BHT.4 SEE SEE MID-SPAN MID-SPAN 1ANCHOR ANCHOR DETAIL 69"MAX. DETAIL .7 ® DAYLIGHT BHT.3 69"MAX. BHT,3 OPENING TYP.(2) / DAYLIGHT TYP.(4) / OPENING ® / A < 76"MAX. 76"MAX. 13" \ HEIGHT MAX. O HEIGHT MAX 1 25 O.C. X O.C. 4"M 4" �T 14 1/2" �---x-13"MAX.O.C. 4"MAX. L MAX.O.C. 4"MAX. ELEVATION"D"-"X" ELEVATION It"-"O" (SEE SHEET 5 FOR PRESSURES) (SEE SHEET 7 FOR PRESSURES) HINGE LOCATED APPROX. FLUSH AGAINST JAM, TYPICAL HEAD&SILL 30MAX. 97"MAX.WIDTH ;fix .; NOTE:"X"PANEL MAY SWING HINGE LOCATION DETAIL DAYLIGHT 5 IN EITHER DIRECTION OPENING DAYLIGHT SEE f SEE MID-SPAN MID-SPAN ANCHOR DETAIL ANCHOR BHT.3 TYP.(2) DETAIL / BHT,3 '/ 69"MAX. DAYLIGHT ruonucr Rttvis>3u TYP.(2) namny,iyi"e+viihmoPlurrdu X OPENING Du naC"de 1O-IS n ia"oe No 13" \ 76"MAX. SEE MEETING Mi =Clm MAX HEIGHT RAIL DETAIL BHT.3 O.C, TYP.(2) 4"MAX- 0 ,I LYNN M/�tF, .-I-13"MAX.O.C. 141/2"MAX.O.C.VENT 4"MAX. 8705 HEAD&SILL ONLY 37'MAX.VENI60"MAX.FIXED ELEVATION"P'-"XO"&"OX"UNEQUAL LITE(SEE SHEETS 8-9 FOR PRESSURES) Q * = F.K 8728105 C ADD MINGE DETAN.A HM/OE LOCATION NOTES x n " n " n -� O E 1 '•;_�` FK 711OW D CHANGEAIAK HT.7*0 WANDWX DLO r0_00' t0� FL '� � D, XO"& OX ELEVATIONS �'� � r.r. 1072/11 E NO CHANGE MIS SHEET P.O. Is2Y � ALUMINUM CASEMENT WINDOW IMPACT ''777SSIONA��. Dft. NOKOWS,FL 81274 Ubj*Beuer s.a e""" sew sn."ana A L/y Mlltl a . FK 12H7A72 F.K. CA•740 NT$1. 4 a 13 7045.8 E P•e.�eeme COMPARATIVE ANALYSIS TABLE 1. "X" WINDOWS TEST REPORTS: FTL-3582,FTL-3587,FTL-3729 GLAZING OPTIONS: A.5/16"LAMI(1/8"A,.090,1/8"HS) B.5/16"LAMI(1/8"HS„090,1/8"HS) E.13/16"LAMI(1/8"HS,3/8"SPACE,5116"LAMI-W/1/8"HS,.090,1/8"HS) HEIGHT 26 31 36 383/8 43 48 50 518 54 57 60 63 66 69 72 WIDTH NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS MEG POS NEG POS 191/8 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0170.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 74.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0170.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90,0 70.0 -90.0 70.0 -90.0 70.0 24 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0170.0 -90.0 70.0 -90.0 70.0 -89.6 70.0 -86.3 70,0 -84,2 70.0 -83.2 70.0 -81.7 70.0 B,E -90.0 74.0 -90.0 70.01-90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.01-90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 26112 A -90.0 70.0 -90.0 70.0 -90.0 70.01-90.0 70.0 -90.0170.0 -83.6 70.0 -79.9 70.0 -75.4 70.0 -72.4 70.0 -89.9 69.9 -67.8 67.81-N,2 66.2 -65.0 65,0 -63.7 83.7 B,E -90.0170.01-90.0 70.0 -90.0 70.0 -90.0 70,0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.01-90.0 70.0 -90.0170.0 -90.0 70.0 -90,0 70.0 -90.0170.01-90.0 70.0 30 A -90.0170.01-90.0 70.0 -90.0 70.0 -87.4 70.0 -77.6 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.01-58.5 58.5 -56.2156.2 -53.4 53.4 -51.3 51.3 -49.8149,8 -48.3 48.3 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0170.0 -90.0 70.0 -90,0 70.0 -90.0 70.0 -90.0 70,0 32 A -90.0 70.0 -90.0 70.0 -86.3 70.0 -81.0 70.0 -71.1 70.0 -61.8161.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 -45.6 45.8 -43.9 43.9 -42.2 42.2 B,E -90.0 70.0 -90,0 70.0 -90.0 70.0 -90.0170.0 -90.0 70.01-90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.8 70.0 -84.4 70.0 34 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 -57.5 57.5 -64.9154.9 -51.8 51.8 48.6 48.6 -45.2 45.2 -42.4142.41 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0170.01-75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 36 A -75.0 170.01-75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 -54.3 54.3 -51.1 51.11-47.9 47.9 44.8 44.8 -42.2 42.2 -39.7 39.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0170.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 37 A -75.0 70.01-75,0170.0 -73.7170.01-67.91 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9T-46.4 46.4 -43,5 43,5 -41.1 41.1 -38.8 38.6 B,E -75.0 70.01-M0170.0 -75.0170.01-75.0 70.0 -75.0 7 0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70,0 TABLE 2. "X"WINDOM TEST REPORTS: FTL-3580,FTL-3587 GLAZING OPTION: C.7/16"V IjigM.090,3/16'HS) ALL"X"SIZES UP TO 3T'WIDE x D ALL"X"SIZES UP TO 32"WIDE x 72"HIGHWMP90.0 70.0 TABLE 2A. "X"WINDOWS TEST REPORTS: FTL4607,FTL4608 GLAZING OPTIONS: C.7116"LAMI(3/16"A,.090,3/16"HS) 1(1/8"A AIR SPACE,7/16"LAMI-W/3/16"A,.090,3/16"HS) ALL"X"SIZES UP TO 3T'WIDE x 76"HIGH 55.0 55.0 yft"misiwFiarwo ►awimis coaoco& Miami ado Pwdua unlrn X NOTES: s s l u l 1.FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES,USE ELCO 114"TAPCONS OR \'Y,..... ( 1/4"SS4 CRETE-FLEX ANCHORS, \.` 1t,•'V ''•FP 2.IF INSTALLING WITH p12 SCREWS,DESIGN PRESSURE IS LIMITED TO 69,8 P.S.F. ' * No.58705 lie FK F121171W c NOCHANOETM89HEEr PRESSURES- X CONFIG. WINDOWS IOIOTEDHNOLODYDRiVE �i�`�.''•.FlGR10,,•• (j?`� F.K D REVISE ANCHORS AADD?rHEKiHTOPT/ON NOKOAW,FL34M ne.: rr. E NOCHANOETHtBBHEET n.aeoxlm ALUMINUM CASEMENT WINDOW,IMPACT I" NO NOKONl9,FL 14274 Uislbly Better e""'wae bar": - aawoTa- a.,, A. F.K. CA-74o NTS 5 a 13 7046.8 E P.EA 50 COMPARATIVE ANALYSIS TABLE 3. "XX"WINDOWS TEST REPORTS: FTL-3582 GLAZING OPTION: A, 5/16"LAMI(1/8"A,.090,1/8"HS) X X HEIGHT "XX" 26 31 36 383/8 43 48 505/8 54 57 60 63 WIDTH NEG POS NEG POS NEG POS NEG POS NEG I POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 37 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 43 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 531/8 A -75.0 70.0 -75.0 70.0.-75.0 70.0 -75,0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0.-69.5 69.5 -87.5 67.5 57 A -75.0 70.0 -75.0 70.0 -75.0 70.01-75.0 70.0 -75.0 70.0 -74.4 70.0 -69.8 69.6.-66.2 65.2 -63.0 63.0 -60.8 60.6,-58.0 58.0 60 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.01 70.01-68.4 68.4 -83.91 63.9 -60,0 60.0 -58.5 58.5 d-452 56.2 -53,4 53.4 64 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 50.4 -47.7 47.7 68 A -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -65.5 65.5 -57.5 57.5 -54.9 54.9 -51.8 51.8 -48.6 48.6 45.2 -42.4 42.472 A -75.0 700 -750 700 -750 70.0 -70.4 70.0 -60.4 60.4 -54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 42.2 -39.7 39.774 A -75.0 70.0 -75.0 700 -73.7 70.0 -67.9 67.9 -59.0 590 -528 52.8 -49.9 49.9 -46.4 46.4 43.5 43.5 41.1 -38.8 38.6 TABLE 4. "XX"WINDOWS TEST REPORTS: FTL-3582,FTL-3729 GLAZING OPTIONS: B.5116"LAMI(1/8"HS,.090,1/8"HS) E.13/16"LAMI(1/8"HS,3/8"SPACE,5/16"LAMI-W/1/8"HS,.090,1/8"HS) ALL"XX"SIZES UP TO 74"WIDE x 63"HIGH -75.0 70.0 TABLE S. "XX" TEST REPORT: FTL-3580 GLAZING OPTION: C.7/1 18"A,.090,3/16"HS) ALL"XX"SIZES UP TO 74"WIDE x 63"HIGH -90.0 170.0 "s''f'. f'RODi7Cf RflVt9GD TABLE 5A. "XX" TEST REPORTS: FTL-3580,FTL-4607,FTL-4608 "00100410g ii0i6a1dn 13unm�coGo ," `� l GLAZING OPTIONS: C.7/16"LAMI(3/16"A,.090,3N6"HS) F.13/16"LAMI(118"A,AIR SPACE,7/16"LAMI-W/3/16"A,.090,3/18"HS) 'a"COPf�100 ODm �t ALL"XX"SIZES UP TO 74"WIDE x 76"HIGH 1-65.0165.0 ® Mian P M ontro NOTES: ' 4' 1.FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE F ESSURES IN THE ABOVE TABLES,USE ELCO 114"TAPCONS OR V IYNN 1/4"SS4 CRETE-FLEX ANCHORS, "' \�` oGENSF 2.IF INSTALLING WITH#12 SCREWS,DESIGN PRESSURE IS LIMITED TO 69.8 P.S.F. `*' No.58705 xz STA PRESSURES- XX CONFIG. WINDOWS 1070 TECfitlIOLOor DR7VE ."40 F.X. d2m D REMEANCNORS S ADO WK 69 MI HS/ONT OP77ON NOKOW FL 30?5 TM" �i�SS"'••••"�r� �� ALUMINUM CASEMENT WINDOW IMPACT �� ONAL J.J. 10/BtNf E NOCIIAMOE77118SHEET P.O.BQUl164C-moo ,�, ea►: -'�„ytl�, A1L17iat1YMir!bX F.K. °2r17fo? Noxo�els Fl sas7e V1nb$Balaer 1. 7m I NTS 1 6 a 13 7045.8 E P.Ea aGM COMPARATIVE ANALYSIS TABLE 6. 'a'&"114-1/2-1/4 XOX"WINDOWS TEST REPORTS:FTL-3682,FTL-3729,FTL-4807,FTL•4608 GLAZING OPTIONS: A.6/18"LAMI(1/8"A,.090,1/8"HS) B,6/18•'LAMI(118"H5,.080,1J8"H8} C.7/18"LAMI(3/18'A,.090,3/18"HS) E.13118"LAMI 1/8"HS,3/8"SPACE 6116"LAM)-W/1/8'HS.090118"HS F.13/18"LAMI(118"AAR SPACE 7/18"LAMI•W/3h8"A.D90 3/18"HS HEIGHT WIDTHS 28 31 38 383/8 43 48 505/8 54 67 60 63 67 72 78 "0" 'XOX" NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEO POS NEO P S NEG POS NEO POS NEG POS NEO POS NEG POS NEG POS X O x A -75.0 70,0 -76.0 70.0 -75.0 70.0 •70.4 70.0 -60.4 80.4 -64.3 54.3 -51.1 51.1 -47.8 47.8 -44.8 44.8 •42.2 42.2 -39.7 39.7 38 72I B,E -75.0 70.0 •75.0 70.0 -76.0 70.0 -75.0 70,0 -75.0 70.0 •75.0 70.0 -75.0 70.0 •75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 FC-,FT--900 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 •90.0 70.0 -90.0 70,0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -95.5.76.5 -55.0 56.0 -56.0 68.0 -664156.6 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -87.9 67.9 •59.0 59,0 -52.8 62.8 -49.9 49.9 -48,448.4 -43,5 43.6 •41.1 41.1 -38.6 38.8 37 74 B,E -75.0 70.0 -75.0 70.0 -78.0 70.0 •78.0 70.0 -75.0 70.0 •76.0 70.0 •75.0 70.0 -75.0 70.0 -75.0 70,01-75.0 70.0 -75.0 70.0 Q CF •90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 •90.0 70.0 -90.0 70.0 •90.0 70.01-90.0 70.0 •90.0 70,01-90.0 70.01-65.0166.01-55.0150.0 -66.015&0 A -75.0 70.0 -75.0 70.01-67.8167.8 -62.1 62.1 •55.7 55.7 -48.8 49.8 -48.9 48.9 -43,8 43.6 -41.1 41.1 -38.8 38.61-36.5 36.5 391/2 79 B,E -76.0 70.0 -75.0 70,0 -76.0 70.0 -75.0 70.0 -76.0,70.0 -76.0 70.0 -75.0170,0 -75.0 70,0 •76.0 70.0 •75.0 76.61-75.6 70.0 C F •90.0 70.0 •90.0 70.0 -904 70.0 -90.0 70.0 -90-0170.0 -90.0 70.0 -00,0170.0 •90.0 70.0 -90.0 70.0 -87.4 70.01-83.2 70.0 -55.0156.0 -664 85.0 •66.0 6&0 A -75.0 70.01-75.0 70.0 -62A 62.4 -58.4 58.4 -83.3 63.3 -56.4 56.4 -53.4 53.4 •50.0 50.0 •46.9 46.9 -44.3 44.3 -41.9 41.9 42 84 B,E -75.0 70.01-75.0 70.0 •75.0 70.0 -75.0 70.0 -75.0 70,0 •75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 •76.0 704 -75.0 70.0 C F -90.0 70,0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -80.0 70.0 -80.0 70.0 -90.0 70.0 -90.0 700 -84.8 70.0 •79.7 70.0 -78.6 70.0 -55.0155.. •55.0 56.0 -58.0 68.0 A -75.0 70.01-70.3 70.0 -58.0 58.0 •64.6 64.8 -59.3 59.3 -53.6 53.6 -50.9 50.8 -47.5 47.5 -44.7 44.7 -42.1 42.1 -39.7 39.7 45 90 B,E -75.0 70.01-76.0 70.0 -75.0 70.0 -76.0 70.0 •75.0 70.0 -75.0170.0 -75.0 70.0 -76.0,70.0 -75.0 70.0 -75.0 70,0 -75,0 70.0 C F •90,0 70.01-90.0 70.0 -80.0 70.0 •90.0 70.0 -90.0 70.0 -90.0 70.0 -88.2 70.0 •81.6 70.0 •76.9 70.0 -72.4 70.0 -89.2 69.2 -58.0 66.0 -584 58.0 .0 A -75.0 70.01-85.0 65.0 -54.3 54.3 -51.1 51.1 -55.1 55.1 -51.4 51.4 -48.6 48.6 -45.3 45.3 -42. 42.5 -40.4 40.4 -38.4 38.4 48 98 =BE -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 •75.0 70.0 -75.0 70.0 •75.0 70.0 •75.0 70.0 -75.0 70.0 -75.0 70.01-75.0 70.0 C F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90-0170.0 •88.0 70.0 -80.9 70.0 -75.0 70.0 -70.7 70.0 -87.3 87.3 -84.1 64.1 -85.0 55.0 -85.0 85,0 -83,21U2 A -75.0 70.0 -60.8 60.8 -51.3 51.3 -48.3 48.3 -52.7152.7 •48.7 48.7 -46,8 48.9 -43.5 43.5 -41.3 41.3 -39.2 39.2 -37.1 37.1 $01/2 101 B E -75.0 70.0 -76.0 70,01-76.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.3 70.0 C F .90.0 70.0 -90.0 70.0 -90.0 70.0 •90.0 70.0 -90.0 70.0 -812 70.0 -75.7.70.0 -70.3 70.0 -88.8 88.8 -83.5 63.5 -60.6 60.5 -55.0165.0 -52.6162.6 -49.6 48,6 A -75.0 70.0 -5B.7 58.7 •48.7 48,7 -45.4 45.4 -50.0 50.0 -46.1 46.1 -44,2144.2 -42.2 42.21-40.1 40.1 -38.0 38.0 -38.2 36.2 63118 106 3/8 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 •75.0 70.0 -75.0170.0 -75.0 70.0 -75.0 70,0.-76.0 70.0 -72A 70.0 C F .90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -88.8 70.0 •78A 70.0 •71.1 70.0 -68.5 86.5 -88.0 89.0 -80.0 60.0 -57.3 67.3 -63.8153.8 -49.4 49.4 -48.2 4&2 A -75.0 70.0 -68.2 68.2 -47.9 47.9 -44.544.51-401 49.1 •46.3 46.3 43.4 43.4 -41.9 41.9 -39.8 39.8 -37.6,37.8 -35.9 35.9 54 108 B,E -76.0 70.0 -75.0 70.0 -75.0 70.0 •75.0 70.0 •75.0 70.0 •76.0 70.0 -75.0 70.0 •75.0 70.0 -75.0 70.0 -78.0 70.0 -71.8 70.0 C F -90.0 70.0 -90.0 70.0 •90.0 70.0 •90.0 70.0 -88.9 70.0 •75.0 70.0 •70.1 70.0 -85.4 66.4 -61.8 61.8 -WA 59.1 -56.4 56.4 -52.8 52.8 -48.4 48.4 452 48.2 A -75.0170.0 -57.1 67.11-48.4 48.4 43.3 43.3 47.6 47.6 •43.9 43.9 42.2 42.2 -40.8 40.8 -39.1 39.1 -37.2 37.2 35.4 35.4 661/2 111 B,E -76,0170.0 -75,0 70.0 -75.0 70.0 •75.0 70.0 •75.0 70.0 •75.0 70.0 -75.0 70.01-715.0 70.0 -78.0 70.0 •74.3 70.0 -70.8 70.0 C F -90.0170.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.3 70.0 •72.6 70.0 -68.4 88.4 -83.6:63,6 -6.1 60.1 •57.5 67.6 -54.8 54.8 -61.1151.1 -48.8 46.8 -43.8 43. A -75.0 70.0 -562 562 44.8 44.8 -42.1 42.1 462 46.2 7424 -41.2 41.2 -39.8 39.8 -36.6 38.6 •36.7 38.7 34.8 34.8 57 114 B,E -75.0170.01-75.0 70.0 •75.0 70.0 •76.0 70.0 -75.0 -75.0 70.0 -75.0 70,01-75.0 70.0 -73.3 70.0 -89.8 89.8 C F -90.0 170.01-90.0 70.0 -90.0 70.0 -90.0 70.0 4t.8 -88.7 68.7 -61.8 61,81-58.7 58.71-55.91 55.9 -53.253.2 49.4 49.4 -45.2 45.2 -42.6142.0 A -74.2 70.01-55.0 55.0 43.4 43.4 -40.9 40.9 -44.8 44.8 41.3 -40.2 40.2 -38.7 38.7 -37.6 37.6 -38.1 38.1 34.2 34.2 58112 117 S E -76,0 70.01-76.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70,0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.2 70.0 -88.4 88.4 CF -90.0 70.0 -90.0 70.0 -90.0 70.0 90.0 70.0 -79.4 0-84.9 64.9 -W.4 60.4 -57.3 67.3 -54.5 64.5 -51.6 61.6 47.8 47,8 43,8 43.8 41.7 41.7 1'tLOAUCTR9vtSBp ON aomylyln8 with Iho Florida A -72.9 70.0 •53.4 63.4 42.2 42.2 -38.7 39.7 43.5 39.2 38.2 -37.6 37.6 -38.7 36.7 -36.5 36.5 33.7 33.7 BWldim Codd 80 120 B,E •76.0 70.0 -7b.0 70.0 •76.0 70.0 •Tb.O 70.0 -75.0 76.0 70.0 -75.0 70.0 -73.3 70.0 -71.0 70.01-67.4167.4 AP _C,F •90.0 70.0 •90.0 70.0 -90.0 70.0 •90.0 704 -77.1 70. 3 •83.3 83 3 -59.1 59.1 -85.9 55.9 -53.0 53.01-50.0150.01-46.3146.3 42.8 42.8 40.8 40. TABLE 7. "0"A NDOWS TEST REPORT; FTL-3580 GLAZING N: 0.7/18" 3/18"HS) ALL"O"SIZES UP TO 80"WIDE x 83"HIGH AND ALL"114.1/2-114 XOX" IZES UP TO 120"WIDE x 63" H I.Onnl7nn 11 1 I i a I I ABLE 7A. "O"&"1/ , DOWS TEST REPO TS: FTL•4W7,FTL4608 �� N� 1 NN M/( GLAZINGOP IONS: D.7/16"LA I(3/1 ,.09 , 18"H G. R A ,7! LAMI-W/3/l1 ALL"O"SIZES UP 0"WI x 76"HI r 14-1/2-114 XO SIZES U T 1 x NOTES:1.FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES,USE ELCO 1/4"TAPCONS OR *' No.68706 ® 114"S84 CRETE-FLEX ANCHORS, 2.IF INSTALLING WITH#12 SCREWS,DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. �„ tl FX 7HOA73 C NO CNANOE TIM SHEET �� BTA f070PRESSURES-0&1/4-1/2-1/4 XOX CO WIG.WINDOWS F.K 9/Za/Da -fw-lowl C1fAN@EANCFIORSANDAO076•F,T.OPTKW AF000RIVE iew J.r. r faWnl E NOCHANOETW111WET PavQxran UMtNUMCASEMENT WINDOW,IMPACT 1ONA1 � o. NMON0,FL 3W4 uLt bb Beifer a Lyell I,b.E. F.K. 12117M CA-740 NT$ 7 r 13 7046.5 E P.E.0 56705 COMPARATIVE ANALYSIS TABLE 8. "XO"OR"OX"&"1/3-1/3-1/3 XOX"WINDOWS TEST REPORT: FTL-3582 GLAZING OPTION: A.5/16"LAMI(Iff&.090,1/8"HS) 3 HEIGHT X O X "XO" "XOX" 26 31 36 383/8 43 48 505/8 1 54 57 60 63 WIDTH WIDTH NEG POS NEG I POS NEG POS NEG POS NEG I POS NEG I POS NEG POS I NEG I POS NEG POS NEG POS NEG I POS 37 551/2 A -75.0 70.0 -75.01 70.0 -75.0 70.0 -75.0 70.0 -76.01 70.0 -76.01 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.01-75.01 70.0 48 72 A -75.0 70.0 -75.01 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.01 70,0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.01-47.7. -75,0 70.0 X O 49113 74 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 53 118 792/3 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75,0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69,5 -67.5 67.5 56 84 A -75.0 70.01-75.0 70.0 -75.0 70.0.-75.0 70.0 -75.0 70.0 -75.0 70,0 -71.9 70.0 -87.7 67.7 -64.9 64.91-62.7 82.7 -60.4 60.4 60 90 A -75.0 70.0 -75,0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68,4 -63,9 83.9 -60.0 60.0 -58.5 58.5 -56.2 56.2 -53.4 53.4 64 96 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61,8 -58.9 58,9 -66.1 56.1 -53.8 53.8 -50.4 50.4 47.7 O X 67.333 101 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -88.4 66.4 -58.2 58.2 -55.6 55.8 -52.8 52.6 -49.4 49.4 -45.9 45.8 1-43.1143.1 70.917 1063/8 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -61.6 61.8 -55.1 55.1 -51.9 51.9 -48,9 48.9 -45.8 45.8 -42.8 42.8 -40.3 40.3 72 108 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 -54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 39.7 74 111 A -75.0 70.0,-75 70.0 -73.7 70,0.-67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -48.4 46.4 -43.5 43.5 -41.1 41.1 -36.8 38.8 TABLE 9, "XO"or"OX" & "1/3-1/3-1/3 XOX" WINDOWS TEST REPORTS: FTL-3582,FTL-3729 GLAZING OPTIONS: B,5/16"LAMI(1/8"HS,.090,101-18) E.13/16"LAM[(1/8"HS,3/8"SPACE,5/16"LAM[-W/1/8"HS,.090,1/8"HS) ALL"XO"OR"OX"SIZES UP TO 74"WIDE x 63"HIGH AND ALL"1/3-1/3-1/3 XOX"SIZES UP TO 111"WIDE x 63"HIGH -75.0 70.0 TABLE 10. "XO"or"OX" & "1/3-1/3-1/3 XOX" WINDOWS TEST REPORT: FTL-3580 GLAZING OPTION: C.7/18"LAMI(3/16"A,.090,3/16"HS) ALL"XO"OR"OX"SIZES UP TO 74"WIDE x 83"HIGH AND ALL"IM-1/3-113 XOX"SIZES UP TO 111"WIDE x 63"HIGH 1.90.07001 TABLE 10A. "XO"or"OX" & "113 l3, INDOWS TEST REPORTS: FTL-3580,FTL 4607,FTL 4808 GLAZING OPTIONS: C.7/16"LAMI(3/16"A,.090,3/18"HS) F.13/16" SPACE,?/16"LAMI-WI 3/18"A,.090,3/18"HS) ALL"XO"OR"OX"SIZES UP TO 74"WIDE x 78"HIGH A '1/3-1/3-1/3 XOX"SIZES UP TO 111"WIDE x 76"HIGH •65.0 85.0 PRODUCT REVISED ® H,mau;caroWii6 um lrledd6 y, AcceplmlcoNo - fj .48 -a:i:.'S rat ro NOTES: ® F Mlm�i i1 ua 1.FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESS 4 BOVE TABLES,USE ELCQ 1/4"TAPCQNS OR 2.IF INSTALLING WITH#12 SCREWS,DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. 114"SS4 CRETE-FLEX ANCHORS. Ny.�.NN *. No,58708 � e.•.u.� ��Oa 4 STA� // •�: F.K. rnao6 c NoCHANGE nassHEEr PRESSURES-XO OX&1/3-1/3-113XOX WINDOW C��` FK 8233 D CHANGE AND ADD 70*HEIGHT OPTION i870NOK0Ml8,FL S1PrF%ff �• �i`,lS •••....••• ' r.'t 1awi E NOCHANGE»asSHEET P.D.agx1628 ALUMINUM CASEMENT WINDOW,IMPACT 111/1 AL W. O.W. NOKOMA FL W74 1Relbly Better 11tl" a" A.1w ,P.E. F.K. 1211 C4-748 NTS 8 a la 7046-8 E v.e.MeeTo6 COMPARATIVE ANALYSIS TABLE 11. "XO"or"OX" & '7(OX" UNEQUAL LITE WINDOWS TEST REPORTS:FTL-3580,FTL-3582, FTL-3729,FTL-4807,FTL-4808 GLAZING OPTIONS: A.5/16"LAMI(1/8"A,.090,118"HS) B.5/18"LAMI(1/8"HS„090,1/8"HS) C.7/18"LAMI(3/18"A,.090,3/18"HS) E.13/18"LAMI 178"HS 3/8"SPACE 5116"LAMI-W/1/8"HS.090 1/8"HS F.1318"LAMI 1/8"A IR SPACE 7/18"LAMI-W/3118"q.090 3118"HS x 0 x HEI HT WIDTHS 28 1 36 383/8 43 48 1 605/8 64 1 57 80 1 83 67 72 7 "XOX" VENT FIXED NEG POS NEG POS NEG POS NEG POS NEG POS NEO POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG P08 NEO POS UNEQUAL LITES A -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.1 70.0 -64.9 64.91-60.6 BOA •58.1 68.1 -66.1 66.1 •53.3 53.3 -60.6 50,5 69.264 19.125 31.014 BE -75,0 70,0 -75,0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.01-75.0 70,0 -75.0 70.0 •75.0 70.0 -75.0 70.0 -75.0 70,0 C F -90.0 70.0 -90.0 70.0 -90.0 70.0 •90.0 70.0 -90.0 70.01-90.0 70.0 •90.0 70.0 -90.0 70.0 -90.0 70A -90,0 T0,0 -56.0 55.0 -66.0 55.0 •66.0 66.0 A -75.0 70.0 -69.1 69.1 -63.4 63.4 -56.5 56.5 -60.4 50.4 47.5 47.5 -44.1 44.1 -41.6 41,8 -39.2 39.2 -38.9 36.9 x Q 88.919 24 38.919 B,E -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 •75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -73.8 70,0 C F -90.0 70.0 -90.0 70.0 -90.0 70.01-90.0170.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.4 70.0 -85.2 70.01-66.0155.0 -55.0 55.0 •56.0 55.0 A -75.0 70,0 -60.5 60.5 -57.2 $7.2 -62.1162.1 55.2 55.2 -52.6 52.81-49.1 49.11-46.2 48.2 •43.6 43.61-41.1 41,1 UNEQUAL LITES 95.973 27 42.973 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.01-76.0 70.0 C F -90,0 70,0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.0 70.0 -81.9 70.0 -77.2 70.0 -73.1 70,0 56.0 55.0 55,0 5&0 A -76.0 70.0 •53.6 53.5 -60.4 60.4 -54.6 54.5 -50.7 60.7 -46.2 48.2 -44.9 44,9 42.0 42.0 -40.1 40.1 -38.0 38.0 108.649 30 48.649 BE -75.0 70,0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 •76.0 70.0 0 x C F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.7 70.0 -79.5 70,0 -73.6 70.0 -69.7 69.7 •68.3 66.3 -83,1 63.1 •66.0 55,0 -55.D 55.0 -52.21 A -75.0 70.0 49.9 49.9 -46.8 46.8 -51.3 61.3 77.4 47.4 75.5 45.5 -42.7 42.7 40.7 40.7 -38.6 38.6 -36.6 38,6 115.882 32 51.892 B,E1-75,0170,01-75.0 70.01-78.0 70.0 -75.0 70.0 -75.0 70.0 -76.0170.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -73.2170.0 C F -90.0 70.0 -90.0 70.01-90.0 70.0 -90.0 70.0 -7&0 70.0 -73.2170.0 -68.3 68.31-04.8 64.8 -61.4 61.4 -58.8168.8 -56,0165.0 -60.9160.0 - . 47, UNEQUAL LITES A -75.0 70.0 -47.3 47.3 44.0 44.0 48.4 48.4 44.7 44.7 -42.8 42.8 41.4 41.4 -39.6 39.5 -37.6 37.5 -35.7 35.7 122 33.687 54.627 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 •75.0 70,0 -75.0 70.0 -75.0 70.0 -74.9 70.0 -71.4 70.0 C F -80.0 70.0 -90.0 70.0 -90.0 70.0 -85.8 70.0 -74.0 70.0 -69.4 ODA -64.7 64.7 51.0 61.0 -68.4 68,4 -65.7 55.7 52.1 52.1 -47.7 47.7 -44.6144.0 A -75.0 70.0 46.8 48.8 •43.6 43.6 -47.9 47.9 -44.3 44.3 -42.4 42.4 -41.1 41.1 -39.3 39.3 -37.3 37.3 55.6 35.5 123.135 34 55.135 BE -75.0 70.0 •75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0170.0 •75.0 70.0 -74.8 70.0 -71.0 70.0 _CF -90.0 70.0 -90.0 70.0 •90.0 70.0 -85.0 70.0 •73.1 70.0 -88.8 68.6 -64.1 64.1 -80.5 60.5 -67.9 57.9 -66.2 65.2 -51.5151.5 47.2 47.2 44.0 44.0 A -76.0 70.0 -45.6 46.5 42.6 42.6 46.7 46.7 43.1 43.1 -41.6 41.6 •402 40.2 -38.7 38.71-36.9 38.9 -35.0 35.0 126.000 34.791 56.418 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0170.0 •75.0 70.0 -76.0 70.0 -75.0 70.0 -76.0 70.0 •73.7 70.0 -70.1 70.0 C F -90.0 70.0 -90.0170.01-90.0 70,0 -82.8 70.0 -71.3 70.01-67.3 67.3 -62.5 82.5 -59.2 69.2 -56.5 66.5 -63.8 63.8 -60.1150.1 45.6 45.8 -43,0143.0 A -74.4 70.0 43,6 43.61-41.2 41,2 46.1 45.1 -41.5 41.5 40.4 40.4 -38.9 38.9 -37.7 37.7 -36.2 3B.2 -34.3 34,3 130 35.896 58.209 AE-75.o 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 •75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 70.0 -68.6 68,6 C F F90-0 70.0 -90.0 70.01-80.0 70.0 -79.9 70.0 -69.3 69.3 -85.3 65.3 -60.6 60.6 -57.6 57.6 -54.7 54,7 •51.9 51.9 48.1 48.1 43.8 43.8-41,9741.9 A -74.3 70,0 -43.5 43.5 -41.0 41.0 45.0 45.0 -41.4 41.4 -40.3140.31-38.8 38.8 -37.6 37.6 -36.1 38.1 -34.3 34,3 130.378 36 168,378 B,E -75.0 70.0 -75.0 70.0 •75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 1-75.0 70.0 -72.3 70.0 -68.5 68,5 C F -90.0 70,0 -90.0 70.0 -60.D 70.0 -78.8 70.0 •69.1 69.1 85.1!70.0 1 80.5 80.5 -57.4 57.4 •54.8 64.8 -51.7161.7 48.0 48.0 43.8 43.8 d1.8 41.8 A -72.9 70.0 -42.2 42.2 -98.7 38,7 43.5 43.6 40.4 40A -39.22 •37.7 37.7 -36.7 36.7 -35.5 35.5 43.7 33.7 r134 37 80 B E •75.0 70.0 -75.0 70.0 •75.0 70.0 -75,0 70.0 -75.0 70.0 -75.0 •76.070.0 -73.3 70.0 •T1.0 F -90.0 70.0 -90.0 70.0 -80.0 70.0 •77.1 70.0 •87.3 87.3 63. 3 -89.1 58.1 -86.9 55.9 -53.0 53.0 -60.0 50,0 •48.3 48.3 -42.8 42.8 70.8 6 FRODUCTREVISSD '(O"&"OX"WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. aroemplTlnawididwPletHb TABLE 12. 'QUALITE WINDOWSS Building Code mpm=No t0 GLAZING OPTION: D.7/16"LAMI 3/16"HS.090 3/18"HS poo ��67 ALL"XOX"SIZES UP TO 134"WIDE x 63"HIGH WITH 37"MAX,VENT WIDTH AND 80"MAX.FIXED WIDTH AND 90.0 70.0 aY ALL'7(O"or"OX"SIZES UP TO 97"WIDE x 63"HIGH WITH 37"MAX.VENT WIDTH AND 60"MAX.FIXED WIDTH Mlemi ado Pm t Conirof ABLE 12A. "XO"or"OX" & "XOX" UNEQUAL LITE WINDOWS TEST Ri FTL41607,FTL-4806 GLAZING OPTIONS: D.7/18"LAMI 3118"HS.090 3/16"HS 0.13/18"LAMI(1/8" AIR SPACE 718"LAMI-W!311 S) NY LYN / ALL"XOALL xoSIOXSSIZES UP TO 97 UP TO 134" x 76"HIGH WIDE x 76" OITH 37"H WITH MAX,MAX.VENT WIDTH AND 00 MAX FIXEDTH ATH 65.0 86.0 NOTES:1,FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES INT ARLES,USE ELCO 114'TAPCONS OR No.58705 * = 114"884 CRETE-FLEX ANCHORS, - 2.IF INSTALLING WITH 012 SCREWS,DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. IY4AAK 7/1Qg3 C � NOCt4WOETH188HEFT -'•-� +}omre DHNo�oeroeroe PRESSURES-UNEQUAL CONFIG.XO OX 41 XOX �;0�(.' pR10P„ ? ` F.K. 829X16 D CHANGE ANCHORS AND ADD 7B'NEXiNTOPTION NOKOIW9 312711 -_"'..' TM � i'l�s Cj.� ALUMINUM CASEMENT WINDOW IMPACT �, �O • N J.J. }0"NH} E NOCHANGE THIS SHEET P.0.BOX162D _ !i NAL E`\��\ au, o.a, NOKOAIA FX 94274 Krib&Better e"A11o1" '"' °n"'°N0' x" A,t�#*W P1�. F.K. 12B7102 CA7ao NTS 9 s 13 70458 E P•E•X�T� 67 REFERENCE"XO"&"XOX"FRAME 67 REFERENCE"XO"&"XOX"FRAME 1 ASSEMBLY DETAIL,SHEET 11® 83 ASSEMBLY DETAIL"la SHEET 11® Mos --- ------- t _ 40 41 88 MAX.VENT MAX.FIXED LITE I DAYLIGHT �DAYLIGHT OPENING --�I 5 OPENING 5 (SEE SHT.3) 80 (SEE SHT.3) MAX. NIDTH(SEE SHT.3) HORIZONTAL SECTION-*11AENCE"XX"FRAME BLY DETAIL,SHEET 11 1 89® ®89 ®89 -- ---- 1 II MAX,VENT7DAYLIGHT OPENIN80 6 (SEE SHT.3)5 85 40 4! HORIZONTAL SECTION-XX 12 40 41 89 86 10 15 43 89 MAX.DAYLIGHT 1 9 OPENING FIXED& 7VIEN MAX' OPERABLE VENT MAXHEIGHTL(SEE SHTS.3&4) (SEE SHTS.3&4) 6 DAYLIGHG 6 (SEE SHT.4) MAX.WIDTH(SEE SHT.4) 14 19 HORIZONTAL SECTION-X PRODUCT'RT,VMW 48 46 ruxiB Cagdswllh ft FlmidB 5 2324 Acccptwro"NO, --A I I w 25 t•+' .,, Mlam an ucf 0"w U 17 1111 18 \\\��pNY LYNN VERTICAL SECTION _ ..`► �'• ' wcENSF'.�Fp'� VERTICAL SECTION FIXED UNIT OPERABLE UNIT ' . * No.58705 F.IC 7MG173 C SHOWTOPHMIOF - o.EC '�Qn ,STA 1 FK s�saa O CHOSHT.NO.REP.AND ADD IMM 80 i0N Y SECTIONS %,tc`S;'••�<oR1oP,.••��;� aJ +a¢4nt E NO CHANOETFp88HtT as equc> ALUMINUM CASEMENT WINDOW IMPACT ///SYONAL EC1``\ by aeoaer .,..46,E � aw A,4r�+l F.K. ivma oar s CA-740 NTS 10 a 13 704M E P.eseoTos FRAME ASSEMBLY 13"MAX.O.C.W/M 2)SCREWS NOTE:ALL ALUMINUM SHALL BE OF 606346 TUBE,MAT'L:6063-T6 3"APART AT MID-SPAN 1.376" "X"FRAME JAMB "X"FRAME JAMB 440" A .095" 4 89 J)I SASH FRAME TOP CASEMENT BACKING PLATE ,062" MAT'L:6063-T8 NOM. 2.919"OR BOTTOM RAIL DWG#7071 "XX"FRAME ASSEMBLY DETAIL, I L—2,784" #8x1 QUAD PH SMS #12x1 PH TEK SMS (2)PER CORNER 434" O FRAME HEAD,SILL,JAMB FRAME ASSEMBLY 13"MAX.O.C.W/(2)SCREWS 2.854" TUBE,MAT'L:6063-T6 3"APART AT MID-SPAN I MAIL:8083-T6 SASH FRAME DWG#7002A "X"FRAME JAMB "O"FRAME JAMB t SIDE RAIL NOM. _ 1.159" 2.139" OSASH FRAME HEAD,SILL,JAMB MAT'L:6063-T6 DWG#7003A SASH FRAME ASSEMBLY DETAIL "XO" &"XOX"FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2)PER CORNER FRAME HEAD OR SILL FRAMEJAMB 3 " w�i��uoHa& 082" is Waco ` 438" NOM. �� "` •l Im rmauctcon z�. 2.784" N Ly I I O FIXED FRAME HEAD,SILL,JAMB �•`�"��N��cEti MAT'L:6063-T8 ' ` * No.58705 DWG#7005A _ MAIN FRAME ASSEMBLY DETAIL ` s �= FK. Tnoro3 c NOCHA WTMS SHEET -`"°`'` EXTRUSIONS B ASSEMBLY DETAILS %O'�•'' kTA / •'�� famredn�toorwrlvE n." _ .._ �,� S''•.<ORIO,A.•''�j\�� RK. Q/23A0.4 AMNw.D (TEMK NOKow6s FL 34278 !!= �� ALUMINUM CASEMENT WINDOW IMPACT �'�rs�ONAI_`E �• J.J. f0?4H f E NO CHANGE rW SHEET 'I ey wa: DW. MOKOW,A$W4 Vi$i*&tw °w7-7 •: 1 °i""•,• "'" A.L(M I d.e. F.K, t?/17A)2 CA•7�0 NTS 11 � 13 7046.8 E PAA 68706 PARTS LIST PARTS LIST CONT. ITEM DWG# PGT,# I DESCRIPTION ITEM DWG# PGT.# DESCRIPTION I 7002A MAIN FRAME-HEAD,SILL&JAMAS 73 7025 MAXIM SINGLE LACK 2 1155 781PQA #8 X 1 QUAD PH SMS 74 7016 SINGLE LOCK KEEPER 3 7008 FRAME CORNER KEY 73 70834A #8 X.750 QUAD PN SMS 4 1/2"X1/2"XI/8`CLOSED-CEL-LFOAMTAPE 80 7005A FIXED WINDOW FRAME-HEAD,SILL&JAMBS 5 7003A SASH-TOP BOTTOM&SIDE RAILS 81 1155 781PQA #8 X t QUAD PN SMS 6 1155 78)PQA #8 X I QUAD PH SMS 82 7010 FIXED FRAME CORNER KEY 7 7017 67017K BULB WBATHBRSTRIP.197X.240 83 7007 INSTALLATION HOLE COVER 8 7009 SASH CORNER KEY 85 7047 67407 GLAZING BRAD 13/16"I.G. 9 7024 MAXIM MULTI-POINT LACK 36 13/16"L0.GLASS 1/6"HS,AIR SPACE 3/16"LAMI 3116"LAM1 10 7026 LOCK SUPPORT PLATE (2)LJTES OF I "HS GLASS WITH AN.090 INTERLAYER-SOLUTIA OR DUPONT PVD 11 #10.24 X.562 PH,PN.TYPE F 87 13/16"I.G.GLASS 118"HS,AIR SPACE,7/16"LAMt 7/16"LAMI 12 7014 MULTI-LOCK KEEPER R.H.&L.H. 3/16A&3/16HS GLASS WITH AN.0901NTERLAYER-SOL UI7A OR DUPONT PVH 13 1157 7SX78PPSMS #8 X.875 PH.PN.SMS S8 13/16"T.G.GLASS(1/9-HS,AIR SPACE,7/16"LAMI 7116"LAM] 14 7013 TIE BAR GUIDE 3/16HS&3/16HS GLASS WITH AN.0901NTERLAYER-SOLUTIA OR DU PO PVB 15 7015 TIE BAR ASSEMBLY 89 7071 1 67071 CASEMENT BACKING PLATE SBE NOTE 4,SHEET 13) 16 7028 MAXIM DYAD OPERATOR 17 7027 MAXIM DUAL ARM OPERATOR 706" 993" 18 7030 OPERATOR GASKET ' I 269" 19 7031 BACKING PLATE 3 STALLATION HOLE COVER 20 #9-32X.375 PH.PN.TYPE B .050"---'-- •865" MAT'L:6083-T6 21 7032 STUD BRACKET L.H.&R.H. --7 Q40" DWG#7007 22 7858ZA 08 X 518"FLT.PHL SMS T 23 7033 OPERATOR TRACK&SLIDER UAL ARNO 24 7022 SNAP-ON HANDLE 40 5/16'GLAZING BEAD 25 7023 12"HINGE(HEAVY DUTY MAT'L:6063-T6 •172" 26 710x I2FP #10 X.300 PH.PHI:. DWG#7036 870" 30 5116"LAMINATED(II&A&1/8H$GLASS) _..I�. .05w .090 INTERLAYER-SOLUTIA OR DUPONT PVB -}I— f 31 5/16°LAMINATED(I/8HS&1/SHS GLASS) 1 —+ � — .569" .090 INTERLAYER-SOLIJTIA OR DUPONT PVB 32 7/16"LAMINATED(3/16A&3/16HS GLASS) .523" 13/16"GLAZING BEAD .090 INTERLAYER-SOLUTIA OR DUPONT PVB I 7/16"LAMINATED(3/16HS&3/16HS GLASS) MAT'L:6063-T6 33 .090INTERLAYER•SOLUTIA OR DUPONT PVB •050" 6�" DWG#7047 40 7036 GLAZING BEAD 3116 41 7042 GLAZING BEAD 116" 1.124" 43 1224 6TP247 VINYL BULB WSTP ICK S, GLAZING BEAD 44 SILICONE-DOW CORNING 899,993 OR EQUIV. ® MAT L:6063-TB 45 PARABOND PRODUCT RavI3BD 46 1634 6163K 3BTTMG BLOCK DWG#7042 as�t4YN6 etiih IM Flock% 50 7006 SCREEN FRAME kf 125" Build Code si 7040 SCREEN CORNER KEY 2.701'BAccePlst14, o"e0c 52 SCREEN CLOTH " 33 1633 6163$K SCREEN SPLINE-SERRATED r., •062 Mlsa Pro act xlrol 54 331 60976 CASEMENT SCREEN CLIP PT 1. 00" 55 78x12PSTW/B #8 X.300 .PN.TEK SMS 67 7004A 67004 CASEMENT FRAME ASSY.TUBE —� .093" 111 I l " N`l LYNN �1 .423 0 66 712XIPPT #12 X 1"PH.PHIL TBIC. � �� •• . /� r 69 7011 LOCK SUPPORT PLATE 67 CASEMENT FRAME :� ''' `1°E"SF''•�F.p% 70 7012 LACKSPACER 50 CASEMENT SCREEN FRAME ASSEMBLY TUBE *' N0.58708 71 7019 711573 9NAP-ON T-HANDLE KNOB MAIL:6083-T6 MAT'L:6063-T6 ' 72 7018 7FLDHD IFOLDINO HANDLE _ DWG#7008 DWG#70041 ° ' a- ' !o LY: F.K. 7110479 C NO CHANflE TNAlSHEET "' w..b� �p�'•, STA 0 '••� PARTS UST&EXTRUSIONS r 6`'',oto '•�" FA 6/18AM D ADDEOW..TO ITEM 44,MLICONEAND ADD ITEMS Or,WA1V LV iNOKCAM 30750ayDwnwi rri�s RIDA,.•'G\T� Jr r0/aurr l NDCfrANr7letNre9t�r v.aeprl6ze OCE ALUMINUMCASEMENTWINDOW IMPACT '�/�QNAL oar oas NOKOWK FL 34274 Vrslbly Better F.K 1711717? 64740 NT$ 12 - 1 7045.8 E P."88706 ,A 2x WOOD BUCK 1x WOOD BUCK Ix WOOD BUCK (SEE NOTE 2x WOOD BUCK (SEE NOTE 3) (SEE NOTE 3) 1/4"MAX.SHIM-� (SEE NOTE 3) 1/4'MAX.SHIM—� 1/4"MAX.SHIM-7 r 1/4"MAX.SHIM 7 ®SEE NOTE 2 ASEE NOTE 1 ®SEE NOTE 2 ®SEE NOTE 1 SEE NOTE 4 A SEE NOTE 4 SEE NOTE 4 E NOTE 4 SEE NOTE 4 .4 1 1/2" 11/4" 1 1t2' MIN. MIN. MIN. 1 1/4' MIN. OPERABLE UNIT FRAME OPERABLE UNIT FRAME FIXED UNIT FRAME FIXED UNIT FRAME TO CONCRETE W/ TO WOOD BUCK TO CONCRETE W/WOOD BUCK TO WOOD BUCK WOOD BUCK LESS THAN 1 1/2"THICK 1 1/2"OR MORE THICK LESS THAN I 1/2"THICK 1 1/2"OR MORE THICK 1/4*MAX.SHIM 1/4"MAX.SHIM-7 A ®SEE NOTE 1 r;;; SEE NOTE 4 &SEE NOTE 1 wl .., --SEENOTE 4 NOTE: ALL DETAILS APPLY TO HEAD, SILL,AND JAMB. 1 1/4" 1 IM' MIN. MIN, PRODUCE REVISM OPERABLE UNIT FRAME ��7j FIXED UNIT FRAME MIAll die Nod do 13WWW8 Coda TO CONCRETE TO CONCRETE Ac ONO NOTES: 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONL;UkADE COUNTY APPROVED 1/4"ELCO TAPCONS OR 1/4"SS4 ByTn a not Omm, CRETE-FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROILANCHOR TO CONCRETE EDGE IS 21/2". SEE SHEET I FOR SPACING. 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 aft ft"ELCO TAPCONS OR 1/4"ELCO SS4 CRETE-FLEX. SEE SHEET I FOR SPACING. 'OV LYN&41 3.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS1xKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2'. Ix 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 AUTHORITY No.88708 HAVING JURISDICTION. 4.ITEM 89,BACKING PLATE,NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MIAMI-DADE COUNTY. aA F.K. MOW c N0C~E?W8HEEr 8TA E�0 ' lomm 1w ANCHORAGE DETAILS ;P""'40RIDP' vww Fwdam. FK 029W D REVNENOT"AWREMOVE VIO'TAPCOMS#148CREM NOKC=1016=111 otlkkl. Firz-1 ALUMINUM CASEMENT IMNDOW,IMPACT ZONAL er, J.J. 1024111 E NO CK4NGE Tk#S$W9T mg-Nm dow No== v&i*oerw — _ A 6w,91, F.K. I 12117102 to NT$ - 13 _ M4M E PlAWNG r t MIMI®f7r4DE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT Cj 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 86)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE NOA www.minmidade.gov/buil n Eagle Roofing Products LLCmm ' 1575 East C.R.470 Sumterville,FL 33585 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 BNC-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. BNC 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 of the Florida Building Code. DESCRIPTION: Capistrano Concrete Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Appr " unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal app ton n ed ere has been no change in the applicable building code negatively affecting the pe hi ` TERMINATION of this NOA will occur after the expiration date or if there has eon Wision 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 renews NOA#07-1018.09 and consists of pages I through 7. The submitted documentation was reviewed by Alex Tiiggera. `i NOA No.:11-0321.03 ft MFt"E COUNTY Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Cateeorv: Roofing Tiles Material: Concrete 1.SCOPE: This approves a new roofing system using "Capistrano Concrete Tile" as manufactured by Eagle Roofing Products LLC in Sumterville,FL. and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2.PRODUCT DESCRIPTION: Manufactured by Test Product Applicant Dimensions Specifications Description Capistrano Concrete L= 17" TAS 1 l 2 High profile concrete roof tile. For direct Tile W= 12 '/4" deck or battened nail-on applications. Thickness='/s" Trim Pieces 1=varies TAS 112 Accessory trim,clay roof pieces for use at w=varies hips,rakes,ridges and valley varying thickness terminations. Manufactured for each tile profile. NOA No.:11-0321.03 MIAM40ADEC0VbM Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 2 of 7 2.1 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/RenoDate PRI Asphalt Technologies ERPF-001-02-02 TAS-112 Aug.2006 Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102& 102(A) Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108(Nail-On) Redland Technologies P09647-01 Wind Tunnel Testing Aug. 1994 TAS 108(Mortar Set) Redland Technologies P0402 Withdrawal Resistance Testing of screw Sept. 1993 vs.smooth shank nails The Center for Applied 94-083 Static Uplift Testing April 1994 Engineering,Inc. TAS 101 (Adhesive Set) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering,Inc. TAS 101 (Mortar Set) The Center for Applied 25-7094-(3,6 & 9) Static Uplift Testing Oct. 1994 Engineering, Inc. TAS 102 The Center for Applied 25-7120-(1 &2) Static Uplift Testing Nov. 1994 Engineering,Inc. TAS 102 The Center for Applied 25-7183-(3 &4) Static Uplift Testing Feb. 1995 Engineering,Inc. TAS 102 The Center for Applied 25-7214-(3,4,&7) Static Uplift Testing March, 1995 Engineering,Inc. TAS 102 The Center for Applied 25-7804-4 Static Uplift Testing Sep. 1996 Engineering,Inc. TAS 102 Celotex Corporation 520111-3 Static Uplift Testing Dec. 1998 Testing Services TAS 101 Celotex Corporation 520191-2-1 Static Uplift Testing March 1999 Testing Services TAS 101 Walker Engineering,Inc. Calculations Aerodynamic Multiplier Sep.2006 NOA No.:11-0321.03 MAWD"E COUNTY Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 3 of 7 1 I LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications,a static field uplift test in accordance with TAS 106 may required,refer to applicable building code. 3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112,appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in r compliance with applicable building code. 4. INSTALLATION 4.1 Eagle Roofing Products LLC Capistrano Concrete Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118,RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight(W)and Dimensions(I x w) Tile Profile Weight-W(lbf) Length-I(ft) Width-w(ft) -Capistrano Concrete Tile 10 1.417 1.04 Table 2: Aerodynamic Multipliers-A ft Tile A(ft ) A(fe) Profile Batten Application Direct Deck Application Capistrano Concrete Tile 0.300 0.277 Table 3: Restoring Moments due to Gravi -M ft-Ib Tile 3":12" 4":12" 5":12" 6":12" Greater than Profile 7":12" Capistrano Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Concrete Tile Deck Deck Deck Deck Deck 6.68 6.99 6.57 6.88 6.44 6.73 6.28 8 0 38 E ' Rk A, ti.. NOA No.:11-0321.03 MAW DADE coui Expiration Date: 10/03/16 "'• Approval Date: 05/12/11 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment-Mf(ft-Ibf) for Nail-On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15!32" plywood) (min. 19132" plywood) Capistrano 2-10d Ring Shank Nails 28.6 41.2 19.4 Concrete 1-10d Smooth or Screw 5.1 6.8 2.8 Tile Shank Nail 2-10d Smooth or Screw 6.9 9.2 7.3 Shank Nails 1 #8 Screw 20.7 20.7 18.1 2#8 Screw 43.2 43.2 29.8 1-10d Smooth or Screw 23.1 23.1 19.0 Shank Nail Field Clip) 1-10d Smooth or Screw 29.3 29.3 24.0 Shank Nail Eave Clip) 2-10d Smooth or Screw 27.6 27.6 38.6 Shank Nails Field Clip) 2-10d Smooth or Screw 38.1 38.1 41.8 an Nails Eave Clip) 2-10d Ring Shank Nails 33.1 48.1 45.2 1. installation with a 4"tile headlap and fasterners are located a min. of 2W from head of tile. Table 5: Attachment Resistance Expressed as a Moment Mf(ft-Ibf) for Two Pa Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Capistrano Concrete Tile Adhesive 29.3 1 See manufactures component approval for installation re uirements. k,, 2 Flexible Products Company TileBond Average weight per patty 10.7 grams. Polyfoam Product Inc.Average weight per patty 8 grams. r P Table 6: Attachment Resistance Expressed as a Moment- Mf(ft-Ibf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Capistrano Concrete Tile Pol foam Pol ProTM 66.5 Polyfoarn Pol ProTM 38.7 3 Large paddy placement of 63 rams of Pol ProTM. 4 Medium paddy placement of 24grams of Pol ProT"°. Table 7: Attachment Resistance Expressed as a Moment- Mf(ft-Ibf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Capistrano Concrete Tile Mortar Seto 24.5 5 Tile-Tito Roof Tile Mortar. NOA No.:11-0321.03 MAMMADECOUNTY111111111 Expiration Date: 10/05/16 •• Approval Date: 05/12/11 Page 5 of 7 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below),or following statement: "Miami-Dade County Product Control Approved". EAGL E- 1 . o7 FLORIDA CAPISTRANO CONCRETE ROOF TILE LABEL,SUMTERVILLE PLANT (LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 this Notice of Acceptance. 6.1.2 Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this system. PP. NOA No.:11-0321.03 MUk MfMDE COUNTY Expiration Date: 10/05/16 •• i Approval Date: 05/12/11 Page 6 of 7 PROFILE DRAWING ?hlyr�il�i�d A 1,70 CAPISTRANO CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.:11-0321.03 MAMWMEC0UMWM Expiration Date: 10/05/16 • Approval Date: 05/12/11 Page 7 of 7 Mi®fid MIAMI—DADE COUNTY,FLORIDA PRODUCT CONTROL.SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGU RIAS 1905 SW 26 Street,Room 208 AFFAIRS(PERA) b., Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION h T )315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.wiamidade.aovrnerat PGT Industries 1070 Technology Drive tw K8 Nokomis,FI 34275 ; e � SCOPE: This NOA is being issued under the applicable rules and t �laons goven 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 performanca+o ,. isoduct. TERMINATION of this NOA will occur after the expiration date or if there bdo* a evi l n I nge in the materials,use,and/or manufacture of the product or process. Misuse of'r2 N orrot of any product, for sales, advertising or any other purposes shall automatically drain FIs the to comply with any section of this NOA shall be cause for termination and removal of 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- well as approval document mentioned above. -?1-74 The submitted documentation was reviewed by Jaime D.Gascon,P.E. f 3` 0)[3 MI -DADEKCW NO Noll-1110.15 AIPPROVED t Expiration Date: February 19,2014 Approval Date: February 02,2012 1 ` t 2- Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sectio (Submitted under previous NOA No. g d „ sheets 1 through 8 of 2. Drawing No. 4259-4 titled Aluminum is in , 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 FTI.-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. 03-1145.01) 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. 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. 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. 94(Z�- Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 11-1110.15 Expiration Date: February 19,2014 Approval Date: February 02,2012 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61GI5-27.001 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 cinder previous NDA 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 FTI -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. 03-1105.0 1) 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. x Jaime D.Gascon, .E. Product Control Section Supervisor NOA No. 11-1110.15 Expiration Date: February 19,2014 Approval Date: February 02,2012 E-2 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 GLASSTYPE44-1/4' 45-1/4" B. DETERMINE THE TYPE AND QUANTITY OF ANCHORS REQUIRED VISIBLE GHT VISIBLE LIGHT TO MEET THE WINDOWS DESIGN PRESSURE FROM SHEET 6 FOR5" MAX, _ WOOD SUBSTRATES, OR SHEET 7 FOR MASONRY SUBSTRATES. 8" 12-7/8" O.C. NOA DRAWING LE OF CONTENTS SPACE ANCHORS APART EQUALLY PER NOTES ON SHEET. MAX. B MAX, D.C. 2" MAX. p TABLE C. USE SHEETS 3 THROUGH 6 TO INSTALL PRODUCT, GENERAL NOTES........................i REFERENCING NOTES FROM SHEETS 6 & 7. C C ELEVATIONS, FLANGED...............1 2. DESIGN PRESSURE RATINGS: NEGATIVE DESIGN LOADS BASED A A ELEVATIONS, INTEGRAL FIN.,,..,.1 ON TESTED PRESSURE AND ASTM E1300-02, 3—SECOND GUST. GLAZING DETAILS.......................2 POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND ,_ — DESIGN PRESSURES, FLANGED.2 ASTM E1300-02, 3—SECOND GUST, 98 1/4" DESIGN PRESSURES, FINNED....2 FIN TO INSTALLATION, INTEGRAL FIN.....3 3. ANCHORAGE: THE 33-1/3X STRESS INCREASE HAS NOT BEEN FIN I CORNER AS", INTEGRAL FIN.,3 USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING 92-1/4" 5" � INSTALLATION, ..........,.4 CORNER ASSY, FLANGE............ 4 BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT VISIBLE MAX. WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE L LIGHT O.C. 93-1/4" INSTALLATION, MISC.................. 5 REQUIREMENTS OF THE FLORIDA BUILDING CODE. LOAD \ \ VISIBLE ANCHORAGE_............................6,7 DURATION, CD, OF 1.6 WAS USED IN WOOD SUBSTRATES ONLY, I 96" UCHT EXTRUSION PROFILES................8 12-7/8" FLANGE 96" PARTS LIST................................8 4. SHUTTER REOUIREMENTd NONE REQUIRED MAX. TO FLANGE 5. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN y— PINE, C-90 CONCRETE MASONRY UNITS AND CONCRETE WITH t MIN. KSI PER ANCHOR TYPE, SEE SHEET 7. 6. REFERENCES: TEST REPORTS, FTL-3835 & FTL-3850, NOA: 1 I J 07-0425.01 (ULTRACON), 03-0225.05 (CRETE—FLEX), 11 ANSI/AF&PA NDS-2005 FOR WOOD CONSTRUCTION, ADM-2005 T ALUMINUM DESIGN MANUAL. 6" T 48" FLANGE p 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY MAX. —I TO BLANGE 2" MAX. �...,_ 46" �I WITH THE REQUIREMENTS OF THE FLORIDA BUILOING CODE, 50 1/4" I INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). FIN TO FIN 8. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE TYP, FLANGED FRAME ELEVATION TYP. INTEGRAL FIN FRAME ELEVATION THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY ,(TESTED UNIT) (TESTED UNIT) 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 OTHER SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY FLANGE OR FIN. OVERALL SEALING/FLASHING STRATEGY FOR ING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY AkT BLOCK SIZE FROM THE TABLES ON SHEET 2. OTHERS. PP0DUCTREVMW H ham—WIDTH---I i —WIDTH—�I = BuOd�iugCaae � S2 ptenco No r x{( WIDTH —moi WIDTH WIDTH I+ m k` z 1 icn, a 'ro of on�trol� WIDTH--I F` WIDTH ►1 I— WIDTH--i I+WIDTH--I ] 7T T ui L S 1 1 J 1 0 `* No.59706 L_ J.J. 10/18/11 D"-2010 FBC UPDATEi.q�•,•� PW 1070 TECHNOLOGY DR ELEVATIONS AND NOTES 0 STA OFTlom TO \2 J.R. 3 31 10 C F R 0 "MEMN N. VENICE. FL 34275 FT,ur. -- �i FLOMID (� F.K. 44 07 8 ANCH RA N J. 7300-02 AM P.O. 80X ,sza ALUMINUM PICTURE WINDOW,IMPACT ,I� � /S'SIQ�•Jqi, roPK. 71E'll Oab, NDKOMIS, FL 34274 PYK701F NTS ",�, °� B "Na4259 1 'Vb �'r•t7 584705 ,E. Maximum Design 7116 LwW:3/164-.060 PV6.3/16M5 7/16•LAM CLASS NOMINAL FM t7Tld 000"DUPONT BUTACITE OR Pressure 7/16Ladi073/161RM-7/16MR-3/16A-.060PV6.3/16NS SAFLEX XEEPSAFE MAGNUM FIaTlped 3/16"ANNEALED OR HEAT PV8 INTERLAYER WgKb" W"B« R1omW ) STRENGTHENED CLASS 16" AT 24 42 3 5 RENGTXHEENED CIA33 36 60.0 00.0 60.0 solo 80.0 80.0 80.0 80.0 12 DIM. 48 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 A' & "B" DIMENSIONS MAY BE ORIENTED VERTICALLY OR 80.0 80.0 80.0 80.0 80.0 71.1 71.1 84.0 10 17 21 HORIZONTALLY AS SHOWN. 87.875 80.0 60.0 80.0 80.0 80.0 71.1 64.0 62.1 "8" DIM. - 72 80.0 80.0 80.0 80.0 78.3 71.1 64.0 ExtEe�e /ta°NOM. "B" DIM. GLASS BITE 76.8 80.0 solo Bolo solo 70,0 7o.a ea.o 84 80.0 80.0 80.0 74.3 88.3 63,8 "A" b85.3 80.0 80.0 80.0 73.5 67,4 62.6 13 2 DIM. 96 80.0 80.0 77.2 64.7 88.2 14 OR 15 109.7 80.0 60.0 72.3 58,3 120 80.0 80.0 70.4 7Z16" LAMI GLAZING DETAIL 128 solo 80.0 70.0 1 FLANGED OR INTEGRAL FIN FRAME 145 W.o 80.0 (FLANGE FRAME SHOWN) Fin and Maximum Design 7/16L.R613n6Ns-.o6DPVe.3n6es Fid Pressure(+I-psi 7/161-1IO1311UW-7116 AM-3/106-.MPV6.3/1686 t-the•UMI cuss NOMINAL 7/16"LAMI GLASS NOMINAL WINdoWs A"w' Dilirwelm(in) .0W DUPONT 6UTACITE OR 24 3D .116 42 48 54 00 67.M k'IIR'E6lD E MAXM M 36 80.0 80.0 80.0 80.0 80.0 80.0 80,0 80.0 3/16•AN7NEALED OR EIEAT STRENGTHENED CLASS 46 80.0 80.0 60.0 80.0 80.0 Bola 71.1solo 80.a 3/16"TEMPERED GLASS GLASS 6a sola 80.a 8a.a 80.a 80.a 71.1 71.1 :.:._q� E 67.875 80.0 80.0 80.0 0010 80.0 71.1 84.0 12 72 80.0 80.0 80.0 80.0 80,0 71.1 64,0 oRO76.8 80.0 60.0 80.0 80.0 80.0 71.1 84,084 80.0 80.0 80.0 80.0 80.0 71.1 - EXIE16"NOMQ 85.3 80.0 80.0 80.0 80.0 60.0 71.1 O 6 SS SITE 98 80.0 80.0 80.0 80.0 80.0 :*109.7 80.0 80.0 80.0 80.01 p�y� w pw `G 120 60.0 80.0 80.0 14 15 B_"p6sLwTvq�°N6 l') 128 80.0 60.0 00.0 8'ET�1 148 80.0 W.a 1-1 L16" LAMI f G GLAZING 0 TAIL FLANGED OR INTEGRAL FIN FRAA E 1 ' NOTES: (INTEGRAL FIN FRAME SHOWN) �� 1LYNN M/ .� pN'......... 1. ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 145" NOR CAN THE WINDOW AREA EXCEED 32FT'. \�� .•''4,10EN8F 2. FOR SIZES NOT SHOWN, ROUND 12 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. * ND,58705 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). Al (-y- brortpNon: .Q 4e \'1:0 JJ. 10/'18/11 DSM CHANCED k5 CAA TO TMP FOR 30' RULE ION 10 MYCLUUE 1070 TECHNOLOGY DRIVE GAZING DETAILS ''p'n F(pRtOP.•' .�� J.R. 3/31/70 C NFDRMA!ON to E IN N. VENICE, FL 34275 T'� / KK. 4/4/07 R BeA" NO CHANGE TH75 SHEET P.o. BOX 1526 ALUM/NUM PICTURE WINDOW IMPACT ''�,, ANAL 110 n« Le: NOKOMIS, FL 34274 " w: ' deanv Ne. M> A. L r(IMIIIer, P.E. F.K 7/'J4b9 PWL70f NTS ? a 8 4�4 D P.E# 58705 INSTALLATION DETAILS FOR FINNED FRAMES 2X WOOD BUCK 1/4" MAX. SHIM 1/4" MAX. SHIM 2X WOOD BUCK OR FRAMING OR FRAMING '~'(� SEE ANCHOR GUIDELINES, 1 19 SHEET 6 1 INTERIOR 18 .375" MIN. 2X WOOD BUCK OR FRAMING EDGE DISTANCE .131" (1/8") X 2-1/2" NAIL, WITHIN 2" OF—� CORNERS AND 5" O.C, X 2-1/2° NAIL, 1-3/8" MIN. .375" MIN. WITHIN 2" OF— O O O O 0 EMBEDMENT 11 1 EDGE DISTANCE CORNERS AND 11 18 0R 22 17 on 21 10 5' D.C. MAX. VISIBLE LIGHT OPENING 19 MAX. WINDOW HEIGHT HORIZONTAL SECTION C—C MAX. 18 22 WINDOW HEIGHT MAX 17 21 VISIBLE LIGHT INTERIOR OPENING SEE ANCHOR GUIDELINES, R" r3 SHEET 6 10 1 1/4" MAX. SHIM EXTERIOR 1 3/8" MIN. EXTERIOR EMBEDMENT MITERED FRAME WITH INTERIOR D EXT SHEXTERIOR FRAME WELDS SHEET 6 2X WOOD BUCK JAN(SHOWN) OR CORNER KEYS AT OR FRAMING SCREW BOSSES PRODUC'TREV190D VERTICAL SECTION D—D O 0omviyingwhitdwl li& outwing roam 1110 _ . R ASS MB Y ANGLED CORNER ASSEM AcceixmwroNo 90 CARNE E L _ BLY04 NOTES 1. USE ONLY NAILS PER ABOVE, OR ANCHORS LISTED ON SHEET 6. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ��Q-kil . LYNN /ii�� '��,.'�,1GLN3E''•�F9 �� *' No.58705 i * C R-4 1 a JJ• 10 11 D NO CHANCE THIS SHEET �'•` °'� 8TA E 31- 18 <Cl e 2I kl INSTALLATION FINNED FRAME fir''.. F ^' d+•: 1070 TECHNOLOGY DRIVE 1OR10P U,�`` J.R. 3/31/10 C I FOR ION LARGER N M VENICE, FL 34275 1n►: ' P.O. BOX 1529 ALUMINUM PICTURE WINDOW IMPACT �'iis`S/ONA1-E 1 nee u: NOKOMIS. FL 34274 e ^ aa. " o e.u�ne. A. LyW WAV, P,E. F.K. 7/14Po9 P6K701 NTS 3 •+ 8 4?b8"4 D P.E./ 58705 INSTALLATION DETAILS FOR FLANGED FRAMES SEE ANCHOR GUIDELINES1X WOOD BUCK 1/4" MAX. SHIM , SHEET 71/4" MAX. SHIM SEE ANCHOR GUIDELINES, 2X W000 BUCK OR FRAMING MIN. CONCRETE2 13 ET6 SH f PER 2 SEE ANCHOR ANCHOR(TYPE,-- .;. LNTERID 13 GUIDELINES,- MIN, CONCRETE KSI SEE SHEET 7 SHEET 7 PER ANCHOR ttSEE SHEET OR 1.5 KSI SEE ANCHOR Ir 7 OR 1.5 KSI MIN.IN. CMU MIN. CMU GUIDELINES, �' �fi"% 1X WOOD BUCK SHEET 71'," _ - � 1/4" MAX. SHIM ..: Nk SEE 112 GUIDELINES,ANCHOR ,_ 11 18 afro 17 on 21 10 SEE ANCHOR SHEET 7 GUIDELINES, 13 MAX. WINDOW HEIGHT SHEET 6 HORIZONTAL SECTION A—A MAX. 18 O WINDOW HEIGHT 17 21 MAX. VISIBLE LIGHT INTERIOR OPENING SEE ANCHOR GUIDELINES, SHEET 6 13 a. 10 2 1/4" MAX. { � SHIM EXTERIOR i SEE ANCHOR �T GUIDELINES, 1 FJSTF,8l4$ r SHEET 6 -, MITERED FRAME WITH INTERIO 2X WOOD BUCK AND EXTERIOR FRAME WELDS ao OR FRAMING (SHOWN) OR CORNER K VERTICAL SECTION B—B (DscREw eossEs PRMICTRnvlsnD ascomI41"s WUb die I'Wdn awldkw 900 CORNER ASSEMBLY ANGLED CORNER AS' A Y mptoceN oaeptante No NOTES " ` P lotConaol 1. USE ONLY ANCHORS LISTED ON SHEETS 6 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 1111 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 `N``a��QN��CENS /t�F/�� BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR i';'` 6 '•'P GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING *1 N0.68705 JURISDICTION. 11-1 Ell00calo d /( J.J. 10/1 8 1 f D NO CHANGE 1/115 SHEET INSTALLATION,FLANGED FRAME OSTA E O �l1` 070 TECHNOLOGY DRIVE �`S'•.;�LOR10P,.�`�\\\ J.R. 3/31/10 C f FOR N OR APYE#Eg E M N, VENICE, FL 34275 P P.O. BOX 1529 eAL`UMINUM PICTURE WINDOW IMPACT � ��ASiL�diNAL MIs FVP�E w" tr. N: NOKOMIS, FL 34274 F.K. 7/14!09 PNL701 NT8 4 a 8 42684 D P.E.# 58705 MISC INSTALLATION DETAILS SEE ANCHOR SEE ANCHOR SEE ANCHOR SEE ANCHOR GUIDELINES, GUIDELINES, GUIDELINES, GUIDELINES, SHEET 7 FIN FRAME WITH SHEET 6 FIN FRAME WITH SHEET 7 FIN FRAME WITH SHEET 7 FIN REMOVED FIN REMOVED FIN REMOVED 1CIIE81SlE INTERIOR INTERIOR INTEB19B --1X WOOD BUCK 1/4" MAX. AX" 1/4"MAX. /X" SHIM SHIM SHIM SHIM ' SEE ANCHOR fy 1 3/8" MIN. SEE ANCHOR ..':•. ''';. SOELINES, EMBEDMENT GUIDELINES,., ' •. SEE ANCHOR �'; :•'. SHEET 7 —7 } GUI GUIDELINES,. MIN. CONCRETE KSI SHEET 7MIN. CONCRETE KSI PER ANCHOR, SEE SHEET 7 2X WOOD BUCK OR FRAMING .A, PER ANCHOR, SEE SHEET 7 OR 1.5 KSI MIN. CMU 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 EQUAL LEG FRAME FLANGE FRAME (OTHER__FRAMES SIM.) , (OTHER FRAMES SIM,) OTHER FRAMES SIM.) PRECAST SLOPED SILL 2X WOOD SUBSTRATE 1X WOOD BUCKSTRI DIRECTLY TO MASONRY 1-3/8" MIN. 1/4" MAX. SHIM —a{ 1/4" MAX. SHIM —.{ 1/4" MAX, SHIM EMBEDMENT 2X WOOD BACKER 1/8" NOM MIN EXCLUDING POINT J12 STEEL #12 STEEL 1/8" NOM. MIN. #12 STEEL X112 STEEL SELF—DRILLING SELF—DRILLING SELF—DRILLING SELF—DRILLING SMS (G5) SMS (G5) SMS (G5) SMS (GS) USE SAME USE SAME USE SAME USE SAME ANCHOR ANCHOR ANCHOR ANCHOR QUANTITY & QUANTITY & QUANTITY, QUANTITY & SPACING AS SPACING AS SPACING & EDGE SPACING AS #12 STEEL #12 STEEL DISTANCE AS #12 STEEL ' SCREW EXTERIOR SCREW EXTERIOR X12 STEELZFDUACKED EXTERIOR SCREW (SHEET 6)� (SHEET 6) SCREW _ WOOD (SHEET 6)DADE APPROVED MULLION METAL FRAMtNC L LENGTH, STUD(SEE SEPERATE NOA) A36 STEEL: Fy-36 KSI MIN, (SHEET 6) STEEL STUD STEEL STUD ALUMINUM: 6063—T6 MIN. .125" MIN. WALL THICKNESS ALL GAUGE THICKNESSES Fy=33 .125" MIN. WALL THICKNESS (ATTACHMENT BY OTHERS) FLANGE FRAME FLANGE FRAME FLANGE FRAME FLAN OTHER_ FRAMES SIM.) BOTHER FRAMES SIM.) (OTHER FRAMES SIM,) SOT MES IMJ PR.ODLKTREVIS3q ALUMINUM MULL SUBSTRATE STRUCTURAL STEEL SUBSTRATE STEEL STUD/WOOD 5UQSTRAT STERATEw—gy -dill 1hap1mdu Buddingphol Cada +'_`f♦��. Aaeoytwtwe No 1 NOTES ' 1. USE ONLY ANCHORS LISTED ON SHEETS 6 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. MI dua n1ro1, 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 2X ARE 1-1/2" THICK OR \��\ANY VNN A,,, GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING SE `\ CN •,,FR i� JURISDICTION. \C * / 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. *; µp.58705 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. * t (� J. 10/18/11/ D� NO CHANCE THIS SHEET a10C '.�� .• STAT@ ,: TIM TV INCLUDr—1070 TECHNOLOGY DRNE INSTALLATION,FINNED FRAME J.R. 3 31 10 �C f R ON FOR N N. VENICE. FL J4275 mx: �ss �� R"- P.o. d3ox 1529 ALUMINUM PICTURE WINDOW IMPACT /illi��t�NA� NOK-0o FL 3427♦ a Ne°ai �: .° n•.M•x•. n°r. A. P.E, If)li87 P.E. Fx. �7%T4HJ3 wr. PN�701 NTS 8 a 8 42884 D P.E.y(a 56705 Head,SIN and Jamb Anchor Quant ties Into Wood or Metal(Anchor Types 1-4) Min. Min. Anchor "A"or"B"Dimension(b1) Anchor Type Anchor Description Substrate Edge Embed- Type 241 30 38 42 48 64 80 87.876 Distance ment it 1 #12,SteelaorewSGS5 S.Pine 0.864 1,375" Anchor _.._._ 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 #12 Scw G6 Stl Stud,Gr 33 0.324 048"'/I$Ga Location" 1 leet screw_....___ ..�_�.... #12,Steel screw(G5) Aium.60(13-78 0.324" 0.125" 36 Jamb 3 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 41 3 4 3 4 3 4 3 #12,Steel screw G6 A35 Steel 0.324" 0.12&' Head/SHl 2 2 2 2 3 3 3 3 4 3 4 8 6 4 5 4 5 5 5 5 6 5 6 5 61 6 6 8 7 6 7 8 #14,Steel screw 06) _ 6.Pine 0.964" 1 75" 48 Jamb 4 4 6 4 8 4 5 4 5 5 5 5 5 5 6 5 5 6 8 8 5 5 6 6 6 5 6 5 5 6 6 5 2 #14 Steel screw(G5) Stl.Stud,Gr 33 0.361" .048"MBGe Head/SHI 2 2 2 21 3 3 3 3 4 3 4 3 5 4 5 4 5 5 6 5 8 8 7 8 6 6 7 8 7 7 8 7 014,Steel screw(G6) Alum.8083-T8 0.351" 0.125" Jamb 6 6 6 5 8 5 8 5 6 6 6 8 6 6 7 6 6 6 7 6 7 6 7 6 7 6 7 6 7 6 7 8 #14,Slee)screw060 - 5 A38 Steel 0.381" 0.126" Head/SIII 2 2 2 2 3 3 3 3 4 3 4 9 5 4 5 4 5 5 6 5 6 8 7 6 7 6 7 6 8 7 8 7 3 1/4" Steel UBrecon S.Pine 1"^ 1.376" 67.876 Jamb 6 6 7 6 7 6 7 6 7 6 7 6 7 7 8 7 7 7 8 7 7 7 8 7 8 7 8 7 8 7 8 7 1/4" 410 SS loll- S.Pine 1" 1.375" Head/Sill 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 6 5 8 5 6 6 7 6 7 6 7 6 8 7 8 7 4 6/18" Steal UHracon 3.Pi 1.W' 1.376" 72 Jamb 6 6 8 8 7 0 8 8 7 7 8 7 7 7 8 7 7 7 9 7 8 7 9 7 8 7 9 7 Head/Sill 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 6 5 6 6 7 6 7 6 7 6 6 Jamb 7 7 6 7 8 7 8 7 8 7 8 7 8 8 6 8 8 8 9 8 8 8 9 8 9 8 9 8 76.8 Head/Sill 2 2 2 2 3 3 3 3 4 3 4 9 6 4 8 4 5 6 8 5 8 8 7 6 7 0 7 8 Jamb 7 7 9 7 6 7 9 7 8 8 9 a a 8 9 8 a 8 10 8 9 8 10 884 Head/Sill 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 6 5 8 6 7 Q Jamb 7 7 9 7 8 7 9 7 6 8 9 8 8 8 9 8 8 8 10 8 9 8 to 8 ti 85.3 Head/Sill 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 6 8 8 8 6 7 6 r0 S Jamb 9 8 10 a 9 8 10 8 9 9 10 9 9 9 10 9 9 9 ll 9 Headrill 2 2 2 2 3 3 3 3 4 3 4 3 5 4 b 4 5 5 8 5 109.7 Jamb 9 9 1219110 9 12 9 10 10 12 10 10 10 12 10 HeaMSHI 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 Ii Jamb 10 10 13 10 11 10 13 10 11 11 13 11 'Width and Height dimensions maybe 120 Heed/Sill 2 2 2 2 3 3 3 3 4 3 4 3 reversed to locate anchor quantities on the Jamb 11 11 13 11 12 11 13 11 12 12 13 11 table.ff so,the Head/Sill and lamb rows .T..-- 128 must also be reversed so that the longer 2 3 3 3 3 4 9 4 3 _ MENSIONS MAY Head/SIH 2 2 2 dimension gets the most anchors. VERTICALLY OR Jamb 1211775 12 131121 16 12 LLY AS SHOWN. 145 Head/SIH 2 2 12 1 2 1 313 13 1 3 VRODUCrREVIS8n DIM. Bad ft MawhhtMNWrldee— f NOTES: Ac"pnaallo1. ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 145" NOR CAN THE WINDOW AREA EXCEED 32Fr. 2. FOR SIZES NOT SHOWN, ROUND UE TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. +--- "B" DIM. — KIM a 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL T "B" DIM. 1111 WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. '\NY LYNN N , 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS "A" AND "B") MAY BE REVERSED TO OBTAIN A MORE ACCURATE DIM. \\ Al\�'' CENSE ' RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET), _ Y' * 5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE, No,68705 �p '-{�! J.J. IO 1B 1 i a D NO CHANCE THIS SHEET 17 °N0 ` BTA E OFdI •w•la"•: 1070 TECHNOLOGY DRNE '�nT ANCHORAGE WOOD SUBSTRATE Ft�tor,.V. J.R J/31/10 C I TION OR LA E N. VENICE, FL 34275 �.K. 4`%s/o� B N£W SHEET P.O. t30x is2s EA•LUMINUMPICTURE WINDOW,IMPACT r�/S/QNA��F'?�E -7--1;1410,9 ola: ae a. NOKOMIS, FL 34274 F.K. 7/14A79 PIN-701 NTS 6 •� 8 4289-4 D •E.0 58705 Head,Sill and Jamb Anchor Quantities Into Masonry(Anchor Types 5-7) Anchor "A"or"B"Dimension(In) Type 24 30 38 1 42 48 64 00 87.876 Anchor Lilm n. 14 Anchor Description Substrate Edge Embed- Anchor mard Location• 5 6 7 6 6 7 5 8 7 0 8 7 5 6 7 5 8 7 5 6 7 5 8 7 114" Steel UNr�on HOlknw Bbck Dns 1213" 5 1w-St . . __._._-.__.... ..-1" -...___.__. Jamb 4 3 3 4 4 3 4 4 3 4 4 3 4 4 3 4 4 3 4 4 3 4 4 3 114" Stool LNtracon 2.7k Concrete 1" 1.376" HeadISlll 2 2 21 3 1 3 3 4 4 3 5 5 4 5 5 4 6 5 6 8 8 5 7 7 6 6 114 410 88 CreteFbx Hoiktw Bbok 1" 1.26" Jamb 6 4 4 6 8 4 6 5 41 8 b 6 8 5 8 8 5 8 8 5 5 8 6 5 1/4" 410 88 CreleFlex 3.36k Concrete 1" 1" 48 7 5118" Steel UNrecon Ho Bbck„ Iµ883" 1.28" Head/Siff 2 2 2 3 3 3 4 4 3 8 6 4 8 5 5 7 8 8 7 8 8 8 7 7 �- ' 9118" Steel UNraoon 3.5k Concrele 1.25" 1" � Jamb 8 5 8 8 8 9 8 8 8 7 8 8 7 8 8 7 8 8 7 8 8 7 8 8 Heed/S111 2 2 2 3 3 3 4 4 3 5 5 4 8 5 5 7 6 6 7 8 8 8 7 7 87.875 Jamb 7 8 8 7 8 8 7 7 8, 8 7 7 8 7 7 8 7 7 8 7 7 6 8 7 HeadISIN 2 2 2 3 3 3 4 4 3 5 5 4 6 5 5 7 6 6 7 6 8 8 8 7 72 Jamb 8 8 8 8 7 8 8 7 8 8 7 7 9 7 7 9 7 7 9 8 7 _ Head/SIN 2 2 2 3 3 3 4 4 3 b 5 4 8 5 5 7 8 8 7 8 6 78.8 Jamb 8 7 7 8 7 7 5 8 7 8 8 8 9 8 8 9 8 8 8 8 8 � Head/Sill 2 2 2 3 3 1 3 4 4 3 5 5 4 8 5 5 7 8 6 7 6 8 Jamb 9 7 7 9 8 1 7 9 8 7 9 8 8 10 8 8 10 8 8 84 L4 Head/Sill 2 2 2 3 3 3 4 4 3 5 6 4 6 5 5 7 8 8 Jamb 9 7 7 9 8 7 9 8 7 9 8 8 10 8 8110 8 8 to c 85.3 Head/SIII 2 2 2 3 3 3 4 4 3 5 8 4 8 8 1 617 8 6 * �.�,r-•--'�- Jamb 10 8 8 10 9 8 10 9 8 10 9 9 11 9 1 9 98 Head/SNI 2 2 2 3 3 3 4 4 3 6 5 4 8 6 5 109.7 Jamb 12 9 9 12 10 91121101 9 12 10 10 Hlead/SHI 2 2 2 3 3 1 314 14 1 3 5 15 1 4 " ' Width and Height dimensions may � Jamb 13 10 10 13 11 10 13111 10 y _ "±x� 120 Head/8111 2 2 2 3 3 3 4 4 9 be reversed to locate anchor 114 Jamb 13 tt 11 13 12 11 13 12 11 quantities on the table.If so,the 128 Head/Sill and Jamb rows must also Head/Slil 2 2 2 3 3 3 4 4 3 be reversed so that the longer "A" do "B" DIMENSIONS MAY BE ORIENTED VERTICALLY OR 14b Jamb 118112112 18 1$ 12 dimension gets the most anchors. HORIZONTALLY AS SHOWN, Head/SIII 2 2 2 3 3 3 " r PAODUCI RBVI89D DM. � moaxpbdngwkhUwf9orlUs r CC�ooddoo 1�� NOTES: 1. ANY ONE SIDE CANNOT BE MORE THAN 145"AM HAVE AN AREA OF MORE THAN 32W. B 2. FOR SIZES NOT SHOWN, ROUND LP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. "e" DIM. --- \ fvu tt.om 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL T "B" DIM. WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. �� Y LYNN 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS °A" AND "B-) MAY BE REVERSED TO OBTAIN A MORE ACCURATE DIM. \� �`��00EN8FMk�F�P RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). 11 ' L * No.88705 5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE, _ co �N - J.✓. f0 18 f 1 0 NO CHANCE THIS SHEET O STA E dF ., 1070 TECHNOLOGY DRIVE ANCHORAGE MASONRY SUBSTRATE �� •. �coR1oP,.>G�? J.R. 3/31/10 �C N TION R LAR N INS. N. VENICE, Fl 34276 •••• ` FK. 4/4/07 8 NEW SHEET P.o, eox ,ole ALUMINUM PICTURE WINDOW IMPACT /0NA1-E�`*'\ rows Dob: c NOKOMIS, FL 34274T 9iNi r•CMi M a A.�f kltl MfNd�, P.E. F.K. 7/744%1 Pwrol NTS 7 a 8 4288.4 D F E.# 58705 2.784" —-- .97W .346' —►� �-- .094" Ij•�— .975" 047" 2,500" T .050" --►1f+-- 1 ,050" qJ5. 7/16" LAMI GLASS BEAD 1-1/16" LAMI I.G. GLASS BEAD INSTALL„ FASTENER COVER .062" --�� — '062" MATVL; 6063—T511 MAT'L: 6063—T5 MAT'L: 6063—T5 T — 077" 1,12510 DWG NO. 4255 DWG NO. 4254 19 DWG NO. 4224 " ITEM DWG#I PART# DESCRIPTION 1 4256A 64256 Integral In Name head,sill 8 Jamb INTEGRE FIN FRAME 2 4253 64253 Flanged Name head,sill S jamb MAT'L: 6063—T5 7 1155 781PDX #8 x 1 Quad PN SMS stainless steel DWG NO. 4256A a Sohne-Morehead S 5504 acryl-r narrow Joint sealant or _ 10 4255 64255 7/18 lami glass bead 11 4254 64254 1-1/16 lama I.O.glass bead •094" 12 1224 61P247 Vinyl bulb weatherstrip(thick) 13 4224 Installation fastener corer 14 Dow Coming 899 glazing sealant or equivalent 15 Dow Coming 995 silicone structural sealant,black 1.e7s" 7/16"tams glass:3/16"annealed-.090 DuPont Butacite or 17 Safle i*Waximum PVB interlayer-3/1W heat at ■ .500" 062" 1-1/16"rami glass:3/16"heat strengthened outboard- 7/16" e-3116"annealed-.090 DuPont Butache or os2" 16 SMaximum PVB interlayer-3/18"heat 2asa" FLANGED FRAME s • V, O MAT'L: 6063—T5 20 4282 64262 Archiea .comerk Pnonurrnnwstio w ortucT Wml Iha Florldo DWG NO. 4253 7 3/18"heat strengthened-.090 DuPont ,No l�"( I�' LA 21 Bct4bl640 ' KeepSafe Maximum PVB Interlayer- 3/16"heat strengthened duos rro .glass:3/16"heat strengthened outboard- 3/18"heat strengthened-,090 DuPont Butaclte orl is ex Kestoole Maximum PVB interlayer- rr1y1 4YNN 3/18"heat strengthened `. 1 "'ENSe'•F4 '� * No.58705 Q- a 4 J.J 10 18 11 D NO CHANCE THIS SHEET STATE ,. •_ o.k,�tbm ^-0 coa lI . J.R. 3 31/10 C OR ON LA 1 NwTENI°HCE,OFI J42°5El EXTRUSION PROFILES 8 PARTS LIST �C,�;••,, p,• ��` P.O. Box 1520 ALUMINUM PICTURE WINDOW IMPACT �ss/ONA� Do.; . NOKOMIS, Fl 34274 ei^' -°^�' sw.: '• u«'"v pe. .a w rtti1N11kr11�.E. F.K. rnaeaa P4KR71 NTS 8 a 8 425" D �E.# 56705 VIN MIAMFQADE QCs ® � MIAMI-DADE COUNTY,FLORIDA a PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT 11805 SW 26 Streek Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISIO T(786)315-2590 F(786)315-2544 NOTICE OF ACCEPTANCE (NOA) iiamidade.eov/devebpment/ PGT Industries 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 desipe#to comply with the Florida Building Code,including the High Velocity Hurricane Zone. ;,3f DESCRIPTION: Series"FD-101"Outswing Aluminum Fre JyD0 auvr- o tliel* '•-L.M.I. 741 APPROVAL DOCUMENT: Drawing No. 110058-1, titled ' ries . encs Door & Sidelites, Impact", sheets 1 through 10 of 10, dated 02/22/07 with revision "D" dai d 0$114112, 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 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 therequestWai ial. This NOA revises and renews NOA No.11-1013.22 and consists of this ageges E-1 E-2 and E-3,as well as approval document mentioned above. #-Ill 4 The submitted documentation was reviewed by Jaime D. Gascon,P.E. 10 113 NOA No. 12-0516.02 MIAMFDADE cD Expiration Date: October 18,2017 , S Approval Date: August 30,2012 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 110058-1,titled Series"Alum. French Door& Sidelites, ImpacV,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 Aluminum 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. (Submitted under previous NOA No. 47-0629.10) C. CALCULATIONS A 1. Anchor verification calculations and structuralsis, l BC-2007 and FBC-2010,prepared by manufacture, datedId , 11, ed d d by Lynn Miller, P.E. (Submitted under previous NOA No. 07-062910) 2. Glazing complies with ASTM E130042/04 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. 114325.05 issued to Solutia,Inc. for their"Saflex and Vanceva clear and calor interlayers"dated 05/05111,expiring on 05/21/16. 5Q�;�1 - "I Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.12-0516.02 Expiration Date: October 18,2017 Approval Date: August 30,2012 E-2 PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and complying with FBG-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 NDA 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 w/ wo Sidelites — L.M.I.", approved on 11/23/11 and expiring on 10/18/12. 1 „ -'• �x r. , ; c Jaime D.Gascon,P. Product Control Section Supervisor NOA No. 12-0516.02 Expiration Date: October 18,2017 Approval Date: August 30,2012 E-3 NOTES: OUTSWING IMPACT FRENCH DOOR(S)AND SIDE LITE(S) u go=xn erveweo- wul,QuFbridO _._ 1.GLAZING OPTIONS: wr./e�A.318"LAMI NOM.(.402")CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM 'l02. PLUS(1)LITE OF 3116"HEAT STRENGTHENED GLASS.B.3/8"LAMI NOM.(.402-)CONSISTING OF(1)LITE OF 1/8"HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. I V C.7/16"LAMI NOM.(.465')CONSISTING OF(1)LITE OF 3118"ANNEALED GLASS PLUS AN,090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. D.7/16"LAMI NOM.(.466'9 CONSISTING OF(1)LITE OF 3/16"HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE 0 MAXIMUM PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. S2 E.13116'LAM)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 NOA DRAWING MAP INTERLAYER OF DUPONT BUTACITE PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS, TOPIC SHEET GQ 2.DESIGN PRESSURES:SEE TABLES 1 AND 2 ON SHEET 2. A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-04. ( GENERAL NOTES............ 1 48 � B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 130004. CONFIGURATIONS..........,1 It 3.CONFIGURATIONS:X,O,XX,XO,OX,XXO,OXX,OXO,AND OXXO. GLAZING DETAILS......... 1 0 S 4.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL DESIGN PRESSURES....,. 2 r SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS,SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE.FOR ANCHORAGE ELEVATIONS.................... 3 W .I REQUIREMENTS SEE SHEETS 8 THROUGH 10. VERT.SECTIONS.............4 W N 5.SHUTTERS ARE NOT REQUIRED. HORIZ.SECTIONS........... 6 a p o 8,SEALANT:INSTALLATION SCREWS,FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. PARTS LIST...................... 6 W 7.REFERENCES: EXTRUSIONS................... 6,7 ®TEST REPORTS FTI-4964,5212&6864;ELCO ULTRACON NOA;11.0408.01,12-0`126.09;ANSI/AF&PA NDS-2005 FOR WOOD CONSTRUCTION AND ADM-2006 ALUMINUM ANCHORAGE....................8-10 N Ill r. DESIGN MANUAL. g C9 QQ S.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY U' Z C� W HURRICANE ZONE(HVHZ� W [c.�� GLASS ABBREVIATIONS F- 9.CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: AN.=ANNEALED � U A.THE LOWER DESIGN PRESSURE FROM TABLE 1.OR 2.PREVAILS. HS.=HEAT STRENGTHENED B.FULL LENGTH REINFORCEMENT(ITEM 22 SHOWN IN SECTION E-E,SHEET 5),IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TP.=TEMPERED Z Ill o w TABLE 1.,SHT.2.REFER TO TABLE 2,SHT.2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. LL r" � LLN � 93 93 91 ¢ N g d 30 30 30 ca 90147 zi AMA C J 1/2"GLASS BITE 73 ITE 74 1!2"GLASS SITE EXTERIOR EXTERIOREXTERIOR d a 94 G� 94; a 94 118"AN.OR 3/16"AN,OR %_, y 114"AIRSPACE HS.GLASS HS.GLASS ` 3/18"HS. 3/16"HS. GLASS .090 PVB INTERLAYER GLASS M PVB INTERLAYER 3/18'TP.GLASS (DUPONT BUTACITE OR >>111111 (DUPONT BUTACITE OR 1/8'HS.GLASS ��` * ....a��'�f`�f SAFLEX/KEEPSAFE SAFLEX/KEEPSAFE ZT ! ,090 PVB INTERLAYER �. MAXIMUM) MAXIMUM) o (DUPONT BUTACITE) - _.___ 3 •'' JJ 2 W 3/8"NOM. 7118"NOM. 13/16"NOM. d' ' ►_ _ t GLASS STACKt�jY49BTACK GLASS - ;z N Z_ STACK 3/8" LAMI NOM_. 7/16"LAW NOM. 13/16"LAMI IG NOM. 'Y ' Z o; GLAZING OPTION A ORB, NOTE 1 GLAZING OPTION C OR D, NOTE 1 GLAZING OPTION E, NOTE 1 %y ......• ''o TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS NOTES] APPROVED CONFIGURATIONS:X,XX,O,OX,XO,OXO,XXO,OXX&OXXO �uCTt2e""' Y aomplyin0 Fwd,::: (FOR DOORS W/SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) 1.GLASS TYPES: WAUft Code MOWN=N, t.og REINFORCEMENT IS REQUIRED AT DOOR&SIDE LITE CONNECTIONS A.3/8" AMI(1/8"A,.090 PVB,3/16"HS) wooeplp�oedo DOORS WITH GLASS TYPES A,B,C,D ORE B.3!8^ AMI(1/8"Hs,.090 PVB,3/16"HS) C.7/1 'LAM](3/16"A,.090 PVB,3/18"HS) HEIGHT D.7/16r LAMI(3/16"HS,.090 PVB,3118"HS) X WIDTH XX WIDTH 86.79 314" 7°-83 314" 87 3/4" 91 314° 8°-95 3/4" E.13/1 "LAMI IG(3/16"TP,1/4'AIRSPACE,1/8"HS,.090 PVB,3/18"HS) 3° 371/7160 71314" -75.01 -75,01+75,01 -75.01+76.01-75.01+75,01-75,01+75.01 -75,0 2•COMBII+IED DOOR 8,SIDE LITE WIDTH$FOR TABLE 1 OR 2. Y ❑ O WIDTH SINGLE SIDE LITES WITH GLASS TYPE A MAX. x(0 WIDTH = 71 1/2 MAX. XO WIDTH=108 1/2" 3 U 27 3/4" +75.0 -75.0 +75.0 J6,01+75.01-75,01+75.01-75.0 + MAX. O/OXX WIDTH=107 314" Q 75.0 -75.0 p p" N MAX. XXO WIDTH=143 314" � 36118" +75.0 -75.0 +75.01 -75,01+71.41-71,41+67,61-67.6 +64.2 -64.2 3,SINGLE DOORS 33 518"WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 641/8" -� co 48 36 314" +75.0 -75.0 +74.9 -74.9 +70.4 -70.4 +66,8 68.6 +63.1 -63.11 WIDE qR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE OWIDTHI SINGLE SIDE LITES WITH GLASS TYPES B,C D OR E FSC, NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE, W J 36 314" 1+75.01 -75.01+75.01-75.01+75.01-75.01+75,01 -75.01+75.01 -75.01 4.DESIGN PRESSURES UNDER 40 P.S.F.ARE NOT APPLICABLE IN MIAMI-RADE COUNTY. Q O 0 6.EXAMPI ES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR/SIDE LITES ONLY ® oly O APPROVED CONFIGURATIONS:OX,XO,OXO,XXO,OXX&OXXO a EX.A FROM TABLE 1. g (n (THE LOWER OP FOR THE DOOR OR SIDE LITE PREVAILS,) OXO WITH GLASS TYPE A 0 O� p y "WID x�"HIGH SINGLE DOOR WITH 29"SIDE LITES ❑ F- REINFORCEMENT f8 NOT REQUIRED AT DOOR&SIDE LITE CONNECTION � E ❑ ❑ z DESIGN PRESSURE_+87.8!-87.8 PSF UJ = GLASS TYPES A,B C,D OR E ❑ U HEIGHT EX.B FROM TABLE 1. ❑ z LU OXXO WITH GLASS TYPE A 0 X WIDTH XX WIDTH e-793/4" 70-83 314" 87 3i4" 9131#' 8'-95 3/4" 88"WIDE x 85"HIGH DOUBLE DOOR WITH 361/2 SIDE LITES N Z O ° 251/2 ° 47 3/4" +58.6 -58.6 +55.4 -55.4 +52.4 -52.4 +49.8 -49.8 +47.4 -47.4 DESIGN PRESSURE_+70.41-70,4 PSF 0. O C7 2 4 Qc� ❑ LL 27 112" 51314" +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 O WITH GLASS TYPE OX A3 C 291/2" 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 87 314"HIGH SINGLE DOOR WITH 28"SIDE LITES 26 31 1/2" 50 59 3/4" +49.0 49.0 +46.2 46.2 +43.6 43.6 +41.4 41 A +39.3 -39.3 DESIGN PRESSURE a+43.6143.6 PSF �� + 26 33112" 54 63 314" +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. OXXO WITH GLASS TYPE C �+ 351/2" 673/411 +36.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35,6 -35.6 83 3/4"WIDE x 80"HIGH DOUBLE DOOR WITH 26"SIDE LITES 30 37 1/2" 60 713/4"1+34.0 -34.0 +34.0 -34.01+34.01-34,01+34.01-34.0 +34.0 -34.0DESIGN PRESSURE_+43.1/-43.1 PSF O WIDTH GLASS TYPES A,B C,D OR E 6.FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1,WHICH gt REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE 0 10 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.01+76.01-75.0 CONNECTION SEE SECTION E-E,SHEET 5 FOR REINFORCEMENT 12 3/4" +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 +66.5 -68.5 +65.0 -65.0 +61.9 -61.9 +59.0 -59.0 ��,•'' SIDE LITE 213/411 +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 ;z:' o'•,Q_a 27 3/4" +52.9 -52.9 +49.91 -49.9 +47.2 -47.2 1+44.7 44.7 +42.6 -42.6 36 1/8" +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +35.21, -35.2 +34.4 36 314" +34.0 -34.0 +34.0 -34.0 +34,0 -34.0 +34.0 -34.0 +34.0 a ....... coo�`v`; 731/2"MAX. --__--__ __-.109 1/2'MAX. -- - ------------143 3/4"MAX.- _---- — -- PRODUCTRffi�MM- 36 3r4" 38 3/4" 363/4' _36 3/4"_ 36 3/4" m comdv+va�dw Fb"d` ,- �— MAX. �— MAX. —� - SEE NOTE 3"-�"*— MAX, — i MAX. �f'-- SEE NOTE 3----�+ - MAX, �P Z'O 49 49 41 Mlam a°°1 49 k N Q 1 95 " MAX. ?y U Date %' %' (TYP.) O a 10 2 10 /E� E Ef HEE IE E� JE E�" JELU O 0 1 0 Q XAC - X INACf Q tq p o SEE NOTE 4 SEE NOTE 4 3EE NOTE 4 SEE NOTE 4 SEE NOTE 4 W OX OR XO OXO OXXO 41 z C7 U 36 314" p 71 3/4"MAX. MAX. _ 2 37 1/2" 24 9118"MAX. U �AMAX A—, DLO(TYP) DLo TVP MAX Lu G z u)) Z w O �- -- - 0. � H c LU d 49 9 49 41 G ¢ N LL HT. 10 TYP. 95 314" Q W Q MAX. 0 TYP, 1 sa ars" (TYP.) DLO 84 318" TYP. MAX. d^�' n DLO (TYP.) DOOR DLO HEIGHT -HEIGHT-11=' d 40" ;? DLO WIDTH W -DOOR WIDTH-1215/16" � (TYP.)p� Ip (;t sed _ a IC F[ F OLD WIDTH'XX'=DOOR WIDTH/2-115/16" X '" INACT 0 SIDE LITE 1L_ DLO HEIGHT*HEIGHT-11318" A B DLO WIDTH -WIDTH-31/8" A�,y � NOTES: x _ 41 0 ;'�u = s•.Q'a 1.FOR ANCHORAGE DETAILS SEE SHEETS 8 THFtC Gwo_ = >:w �� ' 41 2.FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. y';i z �'r'O`; 3.SIDE LITES OVERLAP'X'AND%X'DOORS BY 3/4"WHEN ASSEMBLED TO MAKE'XO','OX','OXO''XXO','OXX'AND'OXXO CONFIGURATIONS. 4.REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS(SEE APPLICABILITY SHEET 2). �y1y' • t�� d 5.CLEAR OPENING FOR'X'AND'XX'DOORS AS FOLLOWS: ('X'DOORS=WIDTH-5.648) ('XX'DOOR=DOOR WIDTH/2.4.079) 3 mrWsF ta. 40 Bwwft,., NcodO b Dole EXTERIOR INTERIOR Mland Prod 10 1 2 60 ® N r 37 64 AT HEAOIJAMB O Q 60 65 AT SILUJAMB 0 CLEAR-COLORED � OC EXTERIOR INTERIOR SEALANT r r I 62 0 63 J W p co O L1 W ~ MAX. w Y U = Z MAX. MAX. MAX. SIDE 62 0 Q cl) Z DLO DOORLITE HEIGHT DLO HEIGHT ¢ LU N Q ce i O Q N = 1 ® LL k SL VIEW G-G 44 30 - CORNER ASSEMBLY 40 11 COOR SE 13 CT.A-A SL SECT. B-B =Y2;� z ;AV.!6= ° VERTICAL VERTICAL ,ay'•. .' Gj�. 1 ........... \�.. 4 � 49 - PRODUCT RMEWED "ooWlMAX.'XX'WIDTH -� g r de ith �'b crw r AF MI • N Q MAX. MAX. O g DLo 'XX'SECT.C-C DLO 31 3536((34 44 HORIZ. 46 45 5 32 W MAX.'X'WIDTH 20 V LL W Z fY 0 � t7u co INTERIOR _ Z Z lA � Z W • IY N O O MAX. a O N 46 21 DLO 'X' It LL SECT. D-D ¢Q O 5 HORIZ. EXTERIOR SPACING SAME AS -- -` MAX.SL WIDTH 67 JAMB ANCHOR SPACING MAX,SL WIDTH ' + r I (SEE SHEETS 7,8 AND 9) , 62d LDLDLOO, S E TABLES 1 AND 2 AND MDLLXO. ;w 0, 411' a 22 N SETS 1&2 h && FO0 t,4 IY 66 62 SL SECT. E-E 62 SL SECT. F-F - ti z :cli� a Y HORIZ. (DOOR W/SIDE LITE) =: HORIZ_(SINGLE SIDE LITE) -°y�'••. •'4 a ITEM DWG# jPGT# DESCRIPTION ITEMIOWG# jPGT# DESCRIPTION 1 94313 60411 FRAME HEAD 80 10,20D 16920D SIDELITE HEADER 2 1010 6Q300 WSTP.,Q-LON.190 X.375 HIGH 81 9210 8821 IDELITE SILL PRODUCT RENEWED r oonroCT w+m the FlaNaa 3 7070 8707OK BULB WEA RSTRIP.187 X,300 HIGH 62 9188 00361 SIDELITE JAMB ru -oSs1 116 p 4 955 7955)( FLUSHBOLT TRIKEPLATE 83 6 781POA #8 X 1.000 QUAD PN.SMS iJf 5 938 7938X 2 PT LOCK STRICEPLATE84 7888 HEAD GASKE (TOCK NG#70998 6 956 7956A FRAM HEAD STRIKEPLATE BACKING PLATE 136 999 799 SILL GASKETS(STOCKING ) , 7 7832Xl2FPXP #8-32 X.500 PH.FL.MS-S.S.W/SILICONE PATCH 88034A 61641M SIDELITE JAMB ADAPTER 8 996 70995 GASKET(BETWEEN THRESHOLD&FRAME JAMB) 67 1 012XI.000S ETMETALSCREW 9 996 70998 GASKET(BETWEEN HEAD&FRAME JAMB) ® 712863ff-$ETTIING BLOCK,313r X 1/0 X V W/PSA,86+! N C 10 952A 6533016 FILLER HEADADAPTER 71 ! 71267K SETTINGSLOCK,1/16"X 1/2"X 1"W/PSA,S6+/-6DUR07 . 11 11000 611000M WING THRESHOLD 72 4 A 64222 BEAD,7/16" 12 1670 671670 WSTP,.350 RD FOAM FILL T-SLOT SBURY#32011) 73 088 6988 DEAD,3/8" Q 1 Q 13 11004A 611004M OU WING THRESHOLD CHANNEL COVER ® 74 713 7 DEAD,13116"IG a a r- 14 11001A 411001A ACETAL SPACER.065(INHOUSE INJECTION MOLDED) 80 6 K14 1/4"DURASEAL IG SPACER j 15 11002A 411002A ACETAL SPACER.09b INHOUSE INJECTION MOLDS ) 81 ` O 246 FULS,THIN(USED IN EXrRUDED AD) tq O 16 11003A 411003A ACETAL SPACER.140(INHOUSE INJECTION MOLDED) 9T 6 64 AD,INTERIOR .- 20 9150 60300 FRAME JAMB OUTSWING) ® 93 1224 O24OIP247 isUL ,THICK(USED IN EXTRUDED B D),65+/-1 DURO, -.i 21 1010 6 300 W .,Q-LON.180 X•376 HIGH 94 2LAZING SlNE, OW 889 OR 983 to W 88608MENNF RC NT,1.000 X 2.750 X 0.650,6081-75 95 GLASS.3/" I-1/ A .90 PV 16"HS 23 1140 78X112P ATS #8 X 1.500 PH 80 A TIS 98 GLASS,3/8" I-1/ 311 HS 24 148 71048 JAMB SCREW COWERCAP 97 2LASS.7/lr LAMI-3111V A,.90 PVR, 1 HS (L 06 25 930 4172IN STRIKE PLATE INSET SS, /1 LA 1.9/16"H3,:90 PV 18"H$' 2r co 28 1118 710X34PFA #10 X.760 P .FL. S ® 99 LASS,13116°LAMI 10.3/16"TP,114"AIRSPACE,1/8"H3,.1X1 P ,3/18"HS Z p cn 27 7070 8 OK BULB W(EATHERSTRIP.1 7 X.300 HIGH 149 OFF-THS SHELF IDEAO SOLT LOCK 0z 30 9101) 6910 OR PANEL,TOP&BO L Q U 31 911 6911 DO PANEL, RAS 32 917 - 7 RMO H U Q W 33 1178 17106$FP W,B 010 X.626 PH.FL.SMS '5 J LL W o 34 913A 80378M TRUSS CLAMP 360 a t/) 36 1130 61RODA I 18 THREADED ROD 3F 990 7990 UT 511616 FLANGED HEX NUT Q Of Of 1! LL 37 814A 60379M WEATHERSTRIP CHANNEL Q OUTSWING THRESHOLD R 38 7834FPT #8 X.75 PH. L.TEK 3 CHANNEL COVER 39 1997 70997 GASKET(BETWEEN PANEL HEADIBILL&PALL STILES-) 6063-T6 40 1023 679246 WSTP.,.187 X.250 HIGH,FINSEAL 41 928 141720 SLOE 13OLY ASSY.(INACTIVE PANELONLY) �.d 42 1145 l76X12FPAW #6 X.500 PH FL SMS TYPE SDS 43 1212 17P30GG SILLPLG CTIVE NL 44 9838 6983 DOOR PANELASTRAGAL 1 OUTSWINGpn 4b 8846 6984 PA LA8TRAGAL2( WING �-2.750---►� gig 46 1213 60200K8 K .1 'x 47 929 74UBLOK O 3UPP T ABBY. 41707 41708 , 48 1139 7634F #6 X.750 PH,FL.SM ' "" 1.000 49 982 D2P AY 2 PT.LOCK ABBY, 50 611180FS RUBBER SLEEVE * .•.... ' �2 51 .930 41721 STRIKE PL.INSERT(INACTIVE PANEL 650 ►� .125 _ � wr w4 52 931 7F SPX IDEADOW STRIKE PLATE 22 TUBE MULL = r:to i Z 53 1118 710X34PFA #10 X.750 PH FL.SMS "' 6063-T6 = y �+ d M N Q 54 957 70957)( HANDLE STRIKE PLATE 55 1118 710X34PFA #10 X.750 PH FL.SMS �,y�y�'.. .•'04ICS �` 1.750 +- -1.750 1.760 -1.750-' PRODUCT R13NEWED .050 1.620 Bwmi"code the Paala �`{I - - - ---�-- � f _ r+-1.480 .250 .728 4,728 4.726 37 WEATHER 4 4.628 .082 050 O STRIP CHANNEL 3.000 6083-T5 c t7 4.000 •062 4.100 ,062 4.100 .062 4.675 fn F 4,675 I 3•0,375 4.100 O ZQB FRAME, 2.126 .125 W p DOOR PANEL DOOR PANEL 8083 Te W O 30 TOP&BOTTOM RAIL 31 SIDE RAIL DOOR PANEL DOOR PANEL a p 6083-T5 6063-T5 44 INTERIOR ASTRAGAL 45 EXTERIOR ASTRAGAL HINGE toLL 6083-T5 6063-T5 32 6063-T5 4k 00 O 1.500 1.b78 L. 3f 655 � 125r �. .5b8 "j .8_ 3,111 Q O � .750 .060 .050650 .683 0 0 Z 1.400 FLf.050-4 .050 �{ �-',172 ® 0 Z Z FILLER HEAD ADAPTER 34 TRUSS CLAMP 73 3/8"GLAZING BEAD 22 7/18"GLAZING BEAD 3.000 .683 0� Q N M C 1 Q 6063-T6 O 6063-T5 O 6083-T6 6063-T5 T � �+ 3.100 ► � 1.092 3.000 � L IG GLAZING BEAD 1.479 62 SL JAMB 74 6063-T5 _1 O 6063-T6 1J �n$ .272 1.479 .830ice .050 5.459 .076 5.212 c 85 d 1 FRAME HEAD 8.0 60 .' ' O 63-T8 .075 9 4.588 o I rte" P 2.880 .050-- .760 .`� K • ��'; .079 1.489 .050- 'o 050 t .489 I II 77T =3.100- �{ s ;Z'll F' 3.000 SL JAMB _ ��•w Oo u,4: 11 OUTSWING THRESHOLD 60 SL HEADER �� SL SILL 6B ADAPTER Ty, z ''vjj ° 8083-T8 6063-T6 6063-T6 6063-TB ��0�V HEAD HEAD HEAD HEAD HEAD HEAD I ZONE C"" ZONE"D"--t— D" I ZONE E" ZONE D" I ZONE E" + _ MODUCTREMWED ae canplying with Iha Plakle x -MINIMUM JAMB ANCHOR Do Pro&ctCo io LOCATION. Lu X z z XX w w O w XO OR OX z O O s O –=ADDITIONAL JAMB N p N N N N N ANCHOR LOCATION, N No PRO �y EQUALLY SPACED AS ¢� a REQUIRED PER TABLES 3-7 ON SHEET 9. O L r. i– `' SILSILLJ ® �ZONE`•C"� ZONE"D" SILZONE RD" SILL SILL �ZONE`'D" SILZONE E"� rA 0 SEE TABLE 3.,SHT.9 SEE TABLE 4.,SHT,9 SEE TABLE 5.,SHT,9 SEE TABLE 8.,SHT.9 HEAD HEAD HEAD HEAD HEAD ~ LL' HEAD HEAD HEAD HEAD HEAD EXAMPLE (n Q ZONE ZONE ZONE ZONE ZONE p Z ZONE"F" ZONE"D" ZONE"F" ZONE"F" Z N "F" „ E O E " „ fA fi "e' "- � "E" 1 � � � "E" � � E" � � rt E � ANCHORAGE SOLUTION w o � g � LL FOR A CONCRETE - ¢ w Z OXXO INSTALLATION o (D w A.19"x 83 3/4"SIDE LITES"B"AND N LCL ,C w "E"ZONE ANCHORS FROM 0_ G = z w z a k w w TABLE 7,SHEET 9. yy 4 N U = ly, N OXO €j N .MO OR OXX �' -`,.�_f�� N OXXO N PLUS; 8 p B.713/4"x 83 314"XX DOOR ZONE "F"ANCHORS FROM TABLE 4, � SHEET 9,EACH"F"ZONE, SEE ENCIRCLED VALUES,SHEET 9 ' TOTALS(4)TYPE 1 OR 2 ANCHORS QQ a SILL SILL I SILL ILL ILL EACH JAMB AND 2+5+5+2 w(14) b SILL 4 � SILL '�,—f- � SILL SILL ZONE ZONE ZONE ZONE ZONE TYPE 1 OR 2 ANCHORS AT HEAD ZONE'F" 'E" ZONE"D" ZONE"F" ZONE"F "E" SEE TABLE 7.,SHT.9 SEE TABLE 7A a_ "E ® "E SEE TABLE 7 SHT.8 "E" AND AT HILL. \,` *t EXAMPLE OF ANCHORAGE FORA 713/4"_x 833/4"'XX'DOOR,. r m ANCHOR LOCATION FOR ��` 4 """"' •.�/�'� WITH 19"x 83 3i"IDE SIDE LITES(SEE SOLUTION AT RIGHT)_ EXAMPLE ABOVE �`f ' ''•,��'a NOTES: Z pgg: 1.APPROVED ANCHOR TYPES ARE: 1.1/4"ELCO TAPCONS 2.1/4"ELCO SS4 CRETE-FLEX MASONRY ANCHORS 3.((12 SCREWS = c3 2 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS(3"MIN.O.C.FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. = y'; z �+�.O; JAMBS(ALL):13 1/4"MAX.FROM CORNERS AND 231/8"MAX.O.C. �p n HEAD&SILL OF DOORS:8"MAX.FROM CORNERS,9"MAX.FROM ASTRAGAL CENTERS AND 20 7/8"MAX.O.C. HEAD&SILL OF SIDE LITES: 3.TO DETERMINE ANCHOR QUANTITIES FIND HE CONE GURATION/ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. ,�f�1•ki 1 i t t 1 wo , j TABLE 3.X DOORS /D\ TABLE 4.XX DOORS ® TABLE 6.0 SIDE LITE ® TABLE 6.XO&OX ® TABLE 7.OXO,XXO,OXX APPROVED ANCHOR TYPES; (ALSO X DOOR OF XO&OX) &O XO 1.1f4"ELGO TAPCON3 pNODUCTRBNBWED' 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 Boiw fty�wltl\We PlorWe ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE 2.1!4"ELCO SS4 CRETE-FLEX AeoneCe N 2. �! &SUBSTRATE 2,3,WOOD 1,2,CONC &SUBSTRATE 2,3,WOOD 1,2,CONC &SUBSTRATE 2.3,WOOD 1,2,GONC &SUBSTRATE 2,3,WOOD 1,2,CONC &SUBSTRATE 2,3,WOOD 1,2,CONIC ' MASONRY ANCHORS DOOR WIDTHS LOADZONES DOOR WIDTHS LOADZONES �, LOAD ZONES DOOR WIDTHS LOADZONES DOOR WIDTHS LOAD ZONES Lu'V--25.5 Z "XX"•47.75 w w •O"-10.75 "k'-26.5 "k'•25.503.#12 SCREWS(GS) MI ade Pra Con TO 37.50 TO 71.75 TO 36.75 TO 37.60 TO 37,50 (L la 4,ENCIRCLED ANCHOR LL i4 i4 w w w "XX"- 47,76 QUANTITIES IN TABLES 4 N Q AND 7 PERTAIN TO THE < � zj,: Q :i ZK A., � � � In � ® < fca TO 71.T6 � Y r m ~ ~ m ~ ~ m m m 6 co �d m m »B EXAMPLE ANCHORAGE }s U a i K =w w SIDE 1 1 - I w SIIoDE a SOLUTION ON SHEET 8.TE 1 O 4 WIDTH x HT. x ' 3 x x 3 WIDTH x HT a WIDTH x HT. 0 0 0 O WIDTH x Hr. O O x x o x x WIDTH x HT. 0 0 X 010 1 XL J I �•- 26.50 x 79.75 6 2 7 14121 3 47.75 x 79.76 4 3 1 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 co 83.75 6 2 7 4121 3 83.7 5 4 7 4 2 3 83.7 4 1 4 1 83.757 2 4 2 83.7 4 2 4 2 W 87.7 5 2 7 4 2 3 87.7 5 4 7 4 2 3 67.7 4 1 4 1 87.7 4 2 4 Z 87.7 4 2 4 2 p W W F- ~ 91.7677 7 4121 3 91.7 5 4 7 4 2 3 91.7 4 1 4 1 91.75 4 2 4 2 91.7 4 2 4 2 fit! Z 95.7677 7 4 2 3 95,7 5 4 7 4 2 3 95.76 4 1 4 1 86.75 4 2 0000 4 2 GGGQ 96.7 4 2 4 2 8 N 0 O 27.60 x 79.75 5 2 7 4 2 3 51.75 x 79,7 5 4 7 4 2 3 12.75 x 79.7 4 2 4 2 12.75 x 79.7 4 2 ,Q 4 2 12.75 x 79.7 4 2 4 2 � 47 LL 83.75 S 2 7 4 2 3 8376 6 4 7 4 2 3 1 83.76 4 2 4 1 2 1 83.7 4 2 W 4 2 '4 83,7 4 2 4 2 ad 0 87.7 5 2 7 4 2 3 87.7 5 4 7 4 2 3 87.76 4 2 4 2 87.7 4 2 4 2 87.75 4 2 m 4 2 m Q -1 O O 91.75 8 2 7 4 2 5 91,7 5 4 7 4 2 3 91.7 4 2 4 2 91.7 4 2 F 4 2 F 91.76 4 2 4 2 0 1}- 96.76 6 2 7 4 2 5 06.7 6 4 7 4 3 5 95.75 4 2 4 2 95.7 4 2 8 4 2 1 95.7 4 2 4 2 Z 29.50 x 79.75 5 2 8 4 2 3 65.75 x 79.75 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 U. 19.00 x 79.75 4 3 y, < W Z ]_ 83.75 5 2 8 4 2 3 83.7 5 4 7 4 2 3 83.76 4 2 4 2 63.7 4 3 4 2 83.75 4 3 p 4 2 Q U 87.75 6 2 8 4 2 5 87.7 5 4 7 4 2 3 87.75 4 2 4 2 87.7 4 3 4 2 67.76 4 3 4 2 Q C7 W 91.7 6 2 8 4 2 5 91,7 8 4 7 4 3 5 91.76 4 2 4 2 91.7 4 3 4 2 01.76 4 3ffffff 4 2 iiiii333333 x � CJ O LL 96.7 8 2 8 4 2 6 95.75 6 4 8 4 3 6 85.75 4 2 4 2 86.7 4 3 4 2 96.75 4 3 4 2 Q N U 31.50 x 79.7 6 2 8 412 3 59.76 x 79.75 5 5 8 4 2 3 21.75 x 79.75 4 2 4 2 21.75 x 79.75 4 3 4 2 0 21.75 x 79.75 4 3 4 2 Z 83.75 6 2 8 4 2 5 83.7 5 3 83.76 4 2 4 2 83.75 4 3 4 2 1 83.76 4 3 Q 4 2 0 87.7 8 2 8 4 2 5 87.7 6 5 5 87.76 4 2 4 2 87.75 4 3 Lu 4 2 uI 87.75 4 3 4 2 91.7 6 2 8 4 2 5 91,7 8 5 81 5 91.7 5 2 4 2 91.7 S 3 4 2 91.75 5 3 4 2 96.7 7 2 10 4 2 5 96.76 8 4 5 95.7 5 2 4 2 95.7 5 3 4 2 95.75 5 3 ^ 4 2 ^ ~ 33.50 x 79.7 6 3 8 4 3 3 63,75 x 79.7 4 2 3 27.75 x 79.76 6 2 4 2 27.75 x 79.75 5 3 A 4 2 27.76 x 79.75 5 3 p�ppp 4 2 m r1 83.7 6 3 8 4 3 5 8s.7 8 3 6 83.75 6 2 4 2 83.7 5 3 4 2 83.75 5 3 F 4 2 F #4' 87.7 6 3 8 4 3 5 X7;7 8 4 3 5 87.76 5 2 4 2 87.7 5 3 4 2 87.76 6 3 4 2 I5 81.7 7 3 10 4 3 5 g1 T 01 5 8 4 3 6 91.75 8 2 4 2 91.7 8 3 4 3 91.75 6 3 ¢¢ 4 3 Q d 96.7 7 3 10 4 3 5 95.7 /0 4 3 5 96.76 5 2 4 2 96.7 8 3 A 3 95.75 8 3 4 3 6Y 36.50 x 79.7 6 3 8 4 3 5 67.75 R'79.7 8 6' 'B 4 9 6 36.13 x 79.75 6 3 4 3 36.13 x 79.75 6 4 I' 4 3 ►' 36.13 x 79.7 8 4 4 3 83.7 6 3 8 4 3 5 83 6, 5 8 4 3 6 83.75 6 3 4 3 83.7 6 4 4 3 83.7 6 4 4 3 C \\111111111/ 87,7 6 3 8 4 3 5 87.7 6 b 8 4 3 6 87.76 7 3 4 3 87,76 7 5 � 4 3 �. 87.7 7 b d 4 3 , �\� TJ3�Nt�i� 91.7 7 3 10 4 3 6 91.7 7 6 10 4 3 S 91.76 7 3 4 3 91.7 7 5 4 3 91.76 7 5 4 3 �� K ,.•' 95.7 7 3 10 4 3 5 957 7 6 10 4 3 5 98.75 7 3 4 3 95.7 7 5 4 3 95.75 7 5 4 3 37.60 x 79.75 6 3 8 4 3 5 71,75 x 79.7 8 6 8 4 3 5 36.75 x 79.75 6 3 4 3 36.75 x 79.7 8 4 4 3 36.75 x 79.7 8 4 x 4 3 4 :w r 63.7 6 3 8 4 3 5 83.7 8 6 9 4 3 6 83.76 6 3 4 3 83.75 6 4 4 3 89.7 6 4 1u 4 3 = yZ r 87.7 7 3 10 4 3 5 87.7 8 5 9 4 3 B 87.75 7 3 4 3 87.75 7 5 4 3 87.7 7 6 9 4 3 >j';W� co ul 91.7 7 3 10 4 3 5 91.7 7 6 10 4 3 5 81.75 7 3 4 3 91.7 7 5 y 4 3 w 91.75 7 5 4 s ��• r'(V��ri 85.7 7 3 10 4 3 5 95.7 7 8 10 4 3 5 96.75 7 3 4 3 95.7 7 5 4 3 96.75 7 5 4 9 1 2X WOOD 1 3/4" 13/4" 2X WOOD 1314- BUCK,NOTE 2 __�WIN Eb.711 3.4 3.4 KSI MIN.CONC MIN E.D. KSI MIN.CONC. 1314"MIN.E.D. SUCK,NOTE 2 1 1X WOOD BUCK,NOTE 2 Pp'oDucrnmwen 1 3/8"TYPE 1 1 3t4"TYPE 2 Buildins 13/8"TYPE 1 a complying with ON Fk" �d. _0671f.at .1. 'l.12 Ix WOOD BUCK,NOTE 2 1 X4 PE 2 Accepta 1 318" 1 3/8"MIN. MIN. /4'MAX. 1/4"MAX, SHIM 1/4"MAX. 1/4'MAX. WOOD EXT. SHIM SHIM EXT. ANCHOR CONC. EXT. WOOD EXT. -CONC. TYPE 2 OR 3, ANCHOR, ANCHOR, 04 ANCHOR NOTE1 — NOTE 1 NOTE TYPE 2 OR 3, 07 1 1/4'TYPE 1 OR 2(CMU) MNOTE 1 0 DOOR HEAD(WOOD) DOOR HEAD(CONC) _1 3/8"TYPE 1(CONC) I < SIDE LITE HEAD(WOOD) SIDE -OONC) CL 1 3/8" 1 3/4"TYPE 2(CONC) O .7 1/4"MAX.SHIM MIN. 114"MAX. 1 1/4"TYPE I OR 2(CMU) SHIM 1/4"MAX.SHIM 1/4*MAX.SHIM 1 3181,TYPE 1(CONC) 14LN.E.D, 13/8"MIN, 13!4"TYPE 2(CONC) ff7., WOOD f r— ' ' 13/4" CONC. MIN,E.D. ANCHOR ANCHOR, ON OFF CONC rr NOTE 0) STAGGERED ANCHOR 1.5 KSI MIN.CMU OR LL ON— X. CENTERS,- WOOD 3.4 KSI MIN.CONC. 0 TYPE STAGGERED ANCHOR, co 06 0 WIY 2 OR 3, CENTERS 314-MIN.E.D. 14 .'. .-.:I 3t4"MIN.E.D. TYPE NOTE NOTE 2X WOOD p�T iX 111. -A 2 OR 3, z < U) 0 BUCK I I 2X WOOD NOTE < 0 1�- BUCK,NOTE 2 '6.i4SI MIN.CMU OR 9.4 KSI MIN.CONC. BUCK,NOTE 2 IX WOOD SUCK,NOTE 2 EXT. = I-_ a = z 0 uj Lu uj DOOR JAMB(WOOD) DOOR JAMB(CONC) SIDE LITE JAMB(WOOD) SIDE LITE JAMB(CONC) 0 = 0 Z WOOD ANCHOR TYPE 2 CONC.ANCHOR, z U) Q wLIJ — OR 3,NOTE I N I LL WOOD ANCHOR,TYPE 2 OR 3 NOTE 1 -CONC.ANCHOR NOTE 1 ce C-4 0 1XWOOD EXT. EXT� NOTE3 EXT BUCK,NOTE 2Emsokk' z ILL 1/4"MAX 7/4 MAX. 1!4"MAX. 1/4"MAX. SHIM SHIM SHIM 7 r4 13/4 PE2 n PEI 13/8"MIN. I 31r MIN. 3/0"TYPE I 3.4 KS1 MIN. I 3/4"TYPE 2 1 314" 31 IW,WW C�NC, CONC'��. A 2X WOOD BUCK,NOTE 2 MIN.E.D. 2X WOOD BUCK,NOTE 2r_ 13/4" DOOR SILL(WOOD) DOOR dftl MIN.E.D.SIDE LITE SILL(WOOD) '4- SIDE LITE SILL(CONC) NOTES: 1,FOR CONCRETE INSTALLATIONS IN MIAM I-DADE C0UNTY,A_J86QNLY MIAM I-DADE COUNTY APPROVED ELCO 1/4"TAPCONS EMBEDDED 1318"MIN.(TYPE I)OR 114'SS4 CRETE-FLEX EMBEDDED 1 3/4'MIN.(TYPE 2)_ THE WANIMIUM'01#rANCE FROWCENTER OF ANCHOR TO CONCRETE EDGE IS 1 314". FOR WOOD INSTALLATIONS USE . ......... #12 SCREWS,GS(TYPE 3)OR ELCO 1/4'S34 CRETE-FLEX AN_,WORS EMBEDDED 1 318'MIN.(TYPE 2). 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 5-0 6" V." AUTHORITY HAVING JURISDICTION(AHJ). = z a 0"Z= � 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) ' co MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION.