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290 NE 100 St (4)M I M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) -PRODUCT CONTROL DMSION NOTICE OF ACCEPTANCE (NOA) Florida Storm Panels, Inc. 14475 N. W. 26 Avenue Opa Locka, Florida 33054 SCOPE: This NOA is being issued under . the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration . date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material testedfor quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify,. or suspend the use of such product or.material' within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is- approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.035" (min.) Galvanized Steel Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 99 -097, titled " 20 Ga. Galvanized Steel Storm Panel, ", sheets 1 through 4 of 4, prepared by Knezevich & Associates, Inc., dated July 19, 1999, last revision #4 dated July 31, 2002, bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING:. Large and Small Missile Impact LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the 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. al document mentioned above. This NOA renews NOA # 02- 0531.02 The submitted documentation was r age 1 as well as appr akar, P.E. 05"-2 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No 02- 0826.07 Expiration Date: 01/04/2008 Approval Date: 09/19/2002 Page 1 y MIAMI SHORES VILLAGE s BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date OW Inspection Date Approved Correction Re- Insp'n Fee 3644 VILLAGE o�� *31: Type Insp' n P Q / tt zdkfl3, 115 S4 vj Permit No. .77205 -565 -y°�. Name Lyiirf&. 772lieSlj4 /t2/: Address tq() 4I r 10 ST Company cob-Au / � closs A f friarr Grp Phone # 3b5/ 34—'3 T,7D ((PAN "°t101. okkb MIAMI SHORES VILLAGE 14 _BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Datel / / ( Type Insp' n � YQ 1 DJ,' Y " � C1 C � S , S Permit No. L SC15 Name 5c3 n4 -(c.90 it_ rnaa 1 Address 2q0 NE ( 00 ST Company COLCDnUf rove G 10 s C - Phone # (WS) 634 - 3420 Inspection Date 7 ja U Approved Correction Re- Insp'n Fee 1— a te Gc1/tidi zs `k oo 2 1 � ;c i o Ze ALL z- xt_e2o2er 1, F 4,4 clip ,-r--67A .wc p46vo< — n 3 - (Q 54* t n.,-s ‹4tPie/ 14 44 0 2.412_ E MIAMI SHORES VILLAGE ILDING DEPARTMENT % V 305- 795 -2204 \ esi4 1 . Budding Inspection Request n Date Name &flhQ\C) ` Aerm Address 2, 1 o (C! S Company 2 raa �r ) Inspection Date Correction &IL] Re- Insp'n Fee ❑ Miami Shores Village Building Department BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Ti o - • • er) `JH M Q N(M711 # 3 W4 4 ( 4 Owner's Address &O N k A i • iI2 City HI 11 State L Tenant/Lessee Name Job Address (where the work is being done) 1 wac 10 City Miami Shores Village County Miami -Dade Zip 35138 is Building Historically Designated YES NO �© Contractor's Company Name t CO 44) tZ la/X (4, 5hone #)� C� V V 2.0 Contractor's Address SLZ- > 6. /i/u 3 7 ./rre , City '�71/ 1 77/ State % Zip Qualifier G() / /// s1 � .lte l — /¢ 2-d State Certificate or Registration No. / ?2•C 7 Certificate of Competency No. ( 2 2 (O 7 Architect/Engineer's Name (if applicable) ii G ,9-,v 4 -e' S Phone # 64) ) .92-3 7pror Gv � � /-4.7c-e--. $ Value of Work For this Permit' e c O a Square Footage Of Work: 307 Type of Work: ❑Addition Alteration ❑New ❑ Repair/Replace ❑ Demolition Desciibe Work: .^ }1, 1 2-4.4) ND rt) - a4.4-/a t W(....e4.e -ILw .i -'4 S'�/ h Li 7 e /!f I S 11-02,5, 3 5_ a s ,u.,v�► 2 -�. effetrlvavr & o 4, e2 :� o ._; . s "/,v f2 /Q4 • , Submittal Fee $ 7 Permit Fee $ ' ,l a7th CCF $ Notary $ ,---".' Training/Education Fee $ f e , 0 Technology Fee $ Scanning $ .30 ~-.O"' Radon $ ,_-...., Code Enforcement $ Total Fee Now Due $ ' . ° (Continued on opposite side) 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** t Structural Plan Review. $ Permit No. 51 Master Permit No. Zip 3311 Phone # Zoning Bond $ ,55-9(2 Bonding Company's Name (if applicable) r ' Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) ," 4 Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is sub to attachment. Also, a certified copy of the recorded notice of commencement must he pysted at the job site for th mspeetion which occurs seven (7) days after the building permit is issued. In the absence of su posted notice, the insp . 'on will otb •.,' -' a vs� fee will be charged. Signature — Signature t / Owner or Agent Contractor "/ The foregoing instrument was acknowledged before me this 05 The fore ' ;` nstn ent was ac o} before me this day of UL , 2001i, by 51►UM 1554iP L , day of who i ersonally ki 'n to me or who has produced who is pe onally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: ■,*‘,..) \ Print: M Commission \ fi ,Ll My E xplres: y My Commission Expires;„V.';',,, Gloria Coto 1s DD03097: * * ** *(aki i1�A3�.�i11(�T * * * *. * * * ***** * ** * * *�, *********** * * *** * * * * *** * * * * ** ** * * * * *t !. Co 4s * ** Bonded Thru NOTARY P PUBLIC' C. ? i.Cl1 i n J ■%% 13onding Co„ Trr. *1breempli1 9tenk , 01 , 1/6t * * * * * * * ** l ,I< ** * * * * * * * ** , * * ** * * * *: *********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner A 1 8 525 Engineer Zoning APPLICATION APPROVED BY: Chc 05/13/03 NOTARY PUBLIC: c',1 Sign: c , 200 , by 4' Ce 47 0 Alteration ['New Square .v/ Sys XL Cur N , c) OP AI/ t 7J w b ' l(1 J / sA/ BUILDING PERMIT PPLICATION FBC 2001 Permit Type (circle Owner's Name (Fee Simple Owner's Address e �0C) City f 1 1 5acti Tenant/Lessee Name Job Address (where the work is being done City Miami Shores Villa 2.e Is Building Historically Designated YES Contractor's Company Name Contractor's Address 4/a 37 City / State Qualifier W,///q g%ei < State Certificate or Registration No. Architect/Engineer's Name (if applicable) 7 $ Value of Work For this Permit Type of Work: ['Addition Describe Work: Submittal Fee $ Notary $ Scanning $ Radon'$ Code Enforceme $ Total Fee Now Due $ Building) , , Electrical Plumbing s f j c /a ✓e41 4,t,�s LL e 41/1§0 DRAWL (o l- 'cdPho mum_ CS 1k- 2, eholder) teL 3- S -G d 02- pie./ (Continued on opposite side) CO Pe' t F Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 7 * * * * * * * * * * * * * * * * * * * * ** *F * * * * * * * * * * ** gf t canon Fee $ 0. 6 t7 orAc Coun NO 0 Yuce Structural Plan Review. $ a Zip Mas hone # P /t'Phone # Zip cate of Competency No. �. ' 5i2_ M anical Roofing 3o3 4474?(-1 Zip 3S1 ootage Of Work: 33/S X2247 Phone # (. ai/f2- 3 — Repair/Replace ❑ Demolition * * * * * * * * * ** e e 4 low CCF $ s' CO /CC Technology Fee $ Zoning Bond $ Bonding Company's Naine (if applicable) Bonding Company's Address City Signature Owner or Agent The foregoing instrument was acknowledged before ` m � e � thisOS � day of 0 , 20 01 by 1 lf'� 1A Q rk L n to me or who has produced NOTARY PUB IC: Sig NOTARY 1� . Print: � \ 0J ` \( " y� ' c ' State As identification and who did take an oath. My Commission Expires: * VFW * * * * * JULIAN AR F FLORIDA NOTARY PUBLIC STATE O. COMMISSION APPLICATION APPROVED BY: Chc 05/13/03 - 2;< 7 ?, 6 ************* NOTARY PUBLIC: Sign: Print: Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done m compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must he/posted at the jot site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence 9f / uch posted notice, the inspection will t b ,pproved and . en • • tion fee will be charged. 4,/ Signature Contractor The fore.: ngistnl nt was a nowledged before nie this 7 day of ISrr , 20 by £ /0e4. who is pe sonally known to the or who has produced as identification and who did take an oath. Glv 0.- My Commission Expires: ; ?`wF;,'% Gloria Goto N Commission tt DD o 30Yri ****************************************4:4 � a �_ * i,2.,* t ************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 4/18/2005 Applicant: SANTIAGO BERNAL Owner: BERNAL SANTIAGO JOB ADDRESS: 290 NE 100 ST Contractor Local Phone: 305 - 634 -3420 Parcel # 1132060134440 Building Permit Permit Number: BP2005 -505 COCONUT GROVE GLASS AND MIRROR Contractor's Address: 4256 N. W. 37 AVE. Fees: Description Amount FEE2005 -4946 Building Fee $260.00 FEE2005 -4947 Training and Education Fee $1.60 FEE2005 -4948 Technology Fee $6.50 FEE2005 -4949 Scanning Fee $30.00 FEE2005 -4950 CCF $4.80 Total Fees: $302.90 Total Fees: $302.90 Total Receipts: $302.90 Permit Status: APPROVED Permit Expiration: 10/8/2005 Construction Value: $8,100.00 Work: NEW NON IMPACT WINDOWS AND SLIDING GLAS Signed: (INSPECTOR) Page 1 of 1 Legal Description: 1 53 41 6 53 42 MIAMI SHORES SEC 1 AMD PB 10 -70 LOTS 1 & 2 BLK 33 LOT In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: .1%41 A M roADE • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 0170 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governink the usc of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material testcd for quality assurance purposcs. 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 usc of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "FD -101" Outswing Aluminum French Door APPROVAL DOCUMENT: Drawing No. 944, titled "Aluminum French Door ", sheets 1 through 5, prepared by manufacturer, dated 9/5/97 with revision E dated 7/31/02, signed and scaled by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with thc Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dadc 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 thc 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 and renews NOA•# 01- 0417.05 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was rev: 02- 0625.max MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 1401 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No 02- 0625.01 Expiration Date: July 22, 2007 . Approval Date: August 22, 2002 Page 1 8- 16 -02; 1:41PM;1 MIA M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) ; + Yi 2/ 1 1 MIAMI -DADE COUNTY, FLORIDA METRO•DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375.2905 1'GT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AIIJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. 'This product is approved as described herein, and has been designed to comply with the High Velocity l lutricanc Zone of the Florida Building Code. DESCRIPTION: Series HR -201 Aluminum Horizontal Sliding Window with Ileavy Duty Meeting Rail APPROVAL DOCUMENT: Drawing No. 268-2, titled "Alum..11oriz. Roller (IID. MTG. Rail) ", sheets 1 through 9, prepared, signed and scaled by Robert Clark, P.E. dated 5/10/02. hearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a pcmianent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building codc negatively affecting the performance of this product. TERMINATION of this NOA will occur tiller 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 he 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. The submitted documentation was reviewed by Raul Rodriguez NOA No 02- 0313.0') Expiration Date: June 27, 2007 Approval Date: June 27, 2002 Page 1 4 TYP. HEAD .SECTION TO CONCRETE TYP. SILL SECTION TO CONCRETE F -1 1/4" MIN. 1 APPROVED W000 BUCK 1/4" MAX. SHIM 1/4" TAPCON w/ #12 HD. (SEE NOTE 1) (SEE NOTE 1) 1 /4" TAPCON m W/ fl 12 HD. t 1 l /4" MAX. SHIM 1 1/ M1N. NOTE: 1. USE MIAMI —DADE COuNTY APPROVED ELCO OR ITw TAPCONS. (415$ MINIMUM SHEAR RATING AT 1 1/4" EMBEDMENT) TYP. HEAD SECTION TO WOOD TYP. SILL SECTION TO WOOD [ 1 / 4- MAX. SHIM (SEE NOTE 1)8 1/4" TAPCON W/ 1512 HD. 1/4" MAX. SHIM TYP. JAMB SECTION #12 WOOD SCREW TO CONCRETE APPROVED WOOD BUCK 012 WOOD SCREW De scrip Gen: 1 1/4" MIN. t /4" MAX. SH 1 APPROVED WOOD BUCK 1 1/2" MIN. 1070 TECHNOLOGY DRIVE NOKOrdIS, f. 34275 P.0 BOX 1529 NOXDLIIS, FL 34274 Growl B F. K. Series/Mode: HR -201 Dote: 4/23/02 oak, 1/23/02 5c eI.: NTS Re.:s;ons: CtiG TO 1/4 TAPCOh5. /2" t TEST REPORTS: MIN. APPROVED FTL -3327 Fit WOOD BUCK FTL -3329 FTL -3330 FTL -3331 FL FTL -3333 FTL -3334 ANCHORAGE DETAILS TYP. JAMB SECTION TO WOOD Approved an complying w1111 d44 Florida eaidiop cods Date T.-t. 1.7 r , ....z NOM r . Maud Ba.lrPmded Di Br ALUM. HORIZ. ROLLER (HD. MTG. RAIL) A Item Dwg # Description 1 215B i Fiange Frame Head 2 1155 #8 x 1.000 , QUAD Pn., SMS 3 110 Sash Stop 4 264 Main Frame Sill 5 265B Main Frame Sit! Adapter 6 1298 Weep Hole Cover 218A Flange Frame Jamb (Fixed, XO ONLY) 8 219 Flange Frame Jamb (Operable) 9 1003 Wstp.. Bulb Vinyl 11 1072 Wstp.,.187 x .200, Fin Seal 12 223A Sash Top & Bottom Rail 13 242 Sash Top Guide (Anti-rack) 14 227 End Cap 15 #8 x .25, QUAD Pn. SMS 16 225 Roller Housing & Guide 17 226 Rollers. Brass 18 221A Sash Side Rail 19 1001 Wstp., Bulb Vinyl 20 222A 4 Sash Meeting Rai! - 21 1096 Sweep Latch 22 1016 #8 x .625 , Ph. FL, SMS 24 25 26 - 27 28 058 Glass 3116' Annealed Gass 3116" Tempered Glass 34 1278 Screen Pull 1/2" Insulated DSBIDSB 1 12" Insulated DSB/3 /16" Annealed 29 1265 -3 3/32 x 114 x 1 Setting Block 30 1267 1/8 x 1/2 x 1 Setting Block 31 1014 Screen Frame 32 1013 Screen Corner Key 33 1073 Screen Spring 35 1618 Screen Spline 36 Screen Cloth 37 267 H.O. Fixed Meeting Rail 38 2718 Glazing Bead (SSBIDSB) 39 2719 Glazing Bead - (3116 ") 40 1263 Gazing Bead - (1/4') 41 241 Glazing Bead - (1/2` Insulated) 6063 -T6 A 6215W,B,T Fastener 781PQA 6063 -T5 6063 -T5 6063 -T6 Plastic 6063 -T6 ® 6128W,B,T 6063 -T5 linty Wthrstrip 6063 -T6 © 6223W,B,T Plastic Plastic Fastener Plastic Brass Part 78RWHL2 6063 -T6 A 6221 W,B,T Wthrstrip 6063 -T6 Cast Part Fastener Glass Glass Glass Glass Rubber Rubber Plastic Rubber 42 1274 Glazing Bead - (for Grill Kit - SSBIOSB) Plastic 43 1237 Glazing Bead - (for Grill Kit - 31161 Plastic Slicone Adhesive Dow 899 or Equal Mat'i PGT # 66387 6264 62658W.8.T 71298 61088 66601 67919G 42105 42114 78X14PQAA -42112N 64664 6222W,B,T 71096 7858 712653K 71267N Aluminum 61011 Plastic 41903 Spring Steel 78835M 70409K 68155K 61816 6063 -T6 6267 Rollforrn Bd. 65196 Roliform Bd. 65016 Rollform Bd. 65133 Plastic 6VT48 6G81274 6GB1237 1.605" H.D. FIXED MEETING RAIL MAT'L: 6063 -T6 DWG# 267 1.816" SASH SIDE RAIL MAT'L: 6063 -T6 DWG# 221A Roact1 L. Clark, P.E. PE 139712 Str uctI.rol ITT INDUSTRIES 1070 TECHNOLOGY omit NOt(041W1. FL 14275 P.O. BOX 1529 NOK01115. n. 34274 Revco Br Prima e?y. FK Drown Br. F. K . Ocscimion: Sexes /vocec HR -201 1.062` Date: ooee: 4/23/02 Over: 1/23/02 scale: NTS .050 SASH TOP & 80TT. RAIL MAT'L_ 6063 -T6 DWG# 223A TEST REPORTS: FTL -3327 FTL -3328 FTL -3329 f1L -3330 FTL -3331 FL-3332 FTL -3333 FR-3334 Revaiorr 8 c1 9 SASH MEETING RAIL MAT'L: 6063 -T6 DWG# 222A Rerisians: CHG ALLOY DESK. EXTRUSION PROFILES & B.O.M. Oro win Approved u complying MA tOt Melds z.•z Nom 0 s o '3,a 1 Mind Dsde Prodnet rarer: ALUM. HORIZ. ROLLER MTG. RAIL) Sheet: 268 -2 A VIEW A -A CORNER CONTRUCTION �q BOTTOM OR 1.542 "-1 .052" 1 2.209" FRAME JAMB(OPERABLE) MAIL: 6063 —T5 DWG# 219 1.542" TEST REPORTS: FTL -3327 f1L -3328 FTL -3329 F11 -3330 FTL -3331 FTL -3332 FTL -3333 F1L -3334 .062" 2.124" FRAME JAMB(FIXED) MAIL: 6063 —T6 DWG# 218A Babel L. Clerk. P.E. PE /39712 !trccturo1 1.827" 2.824" .062" F tT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOU S. FL 34275 P.O. BOX 1529 NOXOMIS. FL 34274 2.000" FRAME HEAD MAIL_: 6063 —T6 DWG# 215B 2.000" FRAME SILL MAIL: 6063 —T5 DWG# 264 Re.sd ay: Revsd By FK . Drawl By F.K. Ocs uipCoa: rrre Gore: Dote: 4/23/02 ooze 1/23Jo2 Series /Jtodet HR -201 .050" Scats: NTS .062" Revisions. Revisions: ADD CORNER !JET EXTRUSION PROFILES SILL ADAPTER MAT'L: 6063 —T6 DWG# 2658 1.114 " 1 .781" L I SASH STOP MAIL: 6063 —T5 DWG# 110 Apprulcd is eintplyin NltI t1ic Florida UnisiaCads z 1hMe WAN of -ot rrumaof ? d d C & CORNER DETAIL ALUM. HORIZ. ROLLER HD. MTG. RAIL) Sheet: 7 a, 9 I Yo.in9 No. 268 -2 Rev: A M AX HEIGHT OUTSIDE FIXED LITE DAYLIGHT OPT NING 2` VERTICAL SECTION 0 0 0 0m 00 0 car INSIDE e OPER LITE DAYLIGHT OPEFWNG • TEST REPORTS: FTL -3327 FTL -3328 FTL -3329 00 ee 4 2 3/16 - ANNEALED W OR —I - 3/16 TEMPERED INSIDE FIXED LITE DAYLIGHT OPENING MAX WIDTH HORIZONTAL SECTION OUTSIDE, ( MONOLITHIC GLASS OUTSIDE INSIDE INSIDE 3/16" ANNEALED 3/16" MR SPACE 1/2" NOMINAL INSULATED GLASS GLAZING DETAILS INDUSTRIES 1070 TECHNOLOGY DRIVE KO+COWS. FL 34275 P.O. BOX 1529 140ROf.4S. Fl 34274 7/16" NOM. GLASS 8FTE TYP_ (4) 1/8" ANNEALED Re,s4 Rersd 0 Y Ocfc FK 4/23/02 Dro "n By: Date: F. K. il23/02 TRW ish INSULATED GLASS Dole: Role s:.ons: Re.4sroos: ADO INT /FXT DESIG. OPER. LITE DAYLIGHT OPENING TYP. (2) 2" itrpovcnl as cvuipiyhtt iith iks Dviant Code s C ^O ` " Control Paint e Division D7 XOX SECTIONS & GLAZING, 120Wx63H ALUM. HORIZ. ROLLER (HD. MTG. RAIL) scrics,....d : Scale: - Sneer: Orm.inq t o Rev: HR -201 NTS 6 or 9 268 -2 . Robert L. Cwrk. P.E. 2 #39712 St-t-ctur.i 90.000 (7) A. -79.4 56.0 * -52.4 52.4 -48.4 48.4 -43.3 43.3 - 34.9 34.9 B. - 88.9 56.0 - 88.9 56.0 - 88.9 56.0 - 79.5 56.0 -57.3 51.5 C. - 79.4 56.0 - 52.4 52.4 -48.4 48.4 -43.3 43.3 - 34.9 34.9 106.375 (8) [ A. - 63.7 56.0 -43.8 43.8 -40.8 40.8 -38.0 38.0 -31.5 31.5 B. - 63.7 56.0 -63.6 56.0 - 63.6 56.0 -63.6 56.0 -52.5 47.2 C. - 57.3 50.9 - 43.8 43.8 -40.8 40.8 -3.8.0 38.0 -31.5 31.5 111.000 (8) I A -58.7 52.8 -42.0 42.0 -39.4 39.4 - 36.5 36.5 -30.6 30.6 B. -58.7 52.8 - 58.4 52.6 -58.4 52.6 -58.4 52.6 - 51.5 46.4 C. -52.8 46.9 -42.0 42.0 -39.4 39.4 -36.5 36.5 - 30.6 30.6 120.000 (8) A -50.9 45.8 -38.2 38.2 -36.6 36.6 • -33.8 33.8 - 29.2 29.2 6. -50.9 45.8 -50.0 45.0 -50.0 45.0 -50.0 45.0 -50.0 45.0 C. -45.8 40.7 ' -38.2 36.2 -36.6 , 36.6 , -33.8 33.8 • -29.2 29.2 TABLE NOTE: NUMBERS IN (}PARENTHESES ARE MINIMUM QUANTITY OF ANCHORS PER S1DE GLASS TYPE: • ' A. 3116" ANNEALED (FTL 3324. • • 8. 3116°TEMPERED (F11. - 3327) COMPARATIVE ANALYSIS - TABLE 3. WINDOW HEIGHT 38.375 (3) 44.000 (3) 50.625 (4) NEG -84.5 56.0 NEG i POS -61.2 f 56.0 N • POS NEG POS -73.0 56.0 WINDOW 26.000 (2) WIDTH NEC POS 53.125 (6) A. - 135.0 56.0 B. -135.0 56.0 C. -135.0 56.0 74.000 (7) A.' - 92.9 56.0 H. -131.5 56.0 C. - 92.9 56.0 56.0 -130.3 56.0 56.0 -73.0 56.0 56.0 -56.2 56.0 56.0 -107.8 56,0 -135.0 -84.5 -64.6 -131.5 -64.6 - _:•S:_ C.,Vr,• 1. G :;= 3r,16A"3r16s:)r8A(F;FL,3329) - 56.0 - 56.2 56.0 -108.5 -61.2 -48.3 -87.5 56.0 56.0 48.3 56.0 -48.3 1 48.3 63.000 (4) NEG POS - 826 56.0 -82.6 -61.2 -37.4 -64.8 -37.4 56.0 56.0 37.4 56.0 37.4 63 MAX. HEIGHT 6' MAX. TYP. 57" MAX OPER. UTE DAYLIGHT OPENING TYP. (2) 26 1/2' MAX OPER. LITE DAYLIGHT OPENING TYP. (2) 18' MAX. SPACING TYP. x ti O x 56 1 /4' 'MAX FIXED UTE DAYLIGHT OPENING 58 1 / MAX FIXED UTE DAY OPE NING 17" MAX. TYP. _I© 6" MAX.] TYP. NON IMPACT WINDOW NOTES: 1. GLAZING: 3/1 6 ANNEALED, 3/1 6 TEMPERED. 1/2" IG (3/16A..3/16S, I /BA) 2. DESIGN PRESSURE RATING: SEE TABLE 3. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. 8. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. 3. CONFIGURATIONS: XOX 4. REFERENCE TEST REPORTS: FTL -3327. F 28 & FTL -3329 5. SHUTTER REQUIREMENT: MIAMI -DADE COUNTY APPROVED SHUTTERS ARE REQUIRED. 6. NARROW JOINT SEAM SEALANT IS USED ON ALL CORNERS AND AT EAC1 -i AXED MEETING RAIL. 7. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS AND PER SHEET 9. HEAD & SILL: MAX. 5" FROM CORNERS. MAX. 6 ON EACH SIDE OF MEETING RAIL CENTERLINE. MAX. 18 SPACING. JAMBS: MAX. 6" FROM CORNERS. MAX. 17 SPACING. 8. SEE SHEET 6 FOR GLAZING DETAILS. 9. PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -OADE COUNTY. 10. SEE SHEET 7 FOR CORNER CONSTRUCTION INFORMATION. Robot L. Clark. P.E. PS 1 39712 Structural 6" MAX. MAX 6" MAX 6' MAX. . MEETING RAIL CENTERLINE (SEE ANCHORAGE NOTE 7) OUTSIDE - SEE SHEET 6 FOR SECTION DETAILS FtT INDUSTRIES 1070 7ECI114OLOGY DRIVE NOK0MLS. FL 34275 P.O. BOX 'I S29 Ii0KO►a5. FL 34274 120' MAX WIDTH Revse By. Revsd By: FK Drown 8r F.K. Osocriplian: rxk 423/02 Dote 1/23/02 Revisions: Revis:ona: ADO ANCHOR DIM. XOX ELEVATION, 120Wx63H AP1,MS ■s wa+M7k *IA al Florida llaidiag, Cede Date lVQAp1t3 -' 3 '3 . a Wawa Dade r� Con A ALUM. HORIZ. ROLLER (HD. MTG. RAI Senc;/,Modd: Stole: Shoot: OrcoOog No. R HR -201 NTS 5 a 9 268 -2 A MAX HEIGHT OUTSIDE a FIXED LITE DAYLIGHT OPENING 2" VERTICAL SECTION INSI17E A OPER LITE DAYLIGHT OPENING TEST REPORTS: Eft-3333 FTL — 3334 OPER. UTE DAYLIGHT OPENING Hobert L. Cior. P.E. PE 139712 StnntLcod MAX WIDTH HORIZONTAL SECTION OUTSIDE & MONOLFTHFC GLASS FIXED UTE DAYLIGHT OPENING 111,1111 6 3/16" .ANNEALED OR L 3/16" TEMPERED INDUSTRI ES t070 TECHNOLOGY ORME NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 GLAZING DETAIL RevsQ — ParSQ FK Drown B F.K. Dew: rue: Date: INSIDE © OUTSIDE INSIDE a Date: 4/23/02 Date: 7/23/02 Rev,sioas: Re+4siwu: ADO INr /Fxr OESIG. Apiu*■ed at a,ApttiI ii tb Ott Florida Buidiig Code of Vatt T .a 20 NOM Miami Oak By OX, xO SECTIONS & GLAZING 74 Wx 631 ALUM. HORIZ. ROLLER 'HD. MTG. RAIL) Srr,es�i/oCef: Scdc. Snc et: Oroa.inq No. Rev. HR -201 NTS 4 01 9 268 -2 A COMPARATIVE ANALYSIS - TABLE 2. GLASS TYPE: A. 3116" ANNEALED (FTL -3334) B. 3116" TEMPERED (FTL -3333) WINDOW WIDTH WINDOW HEIGHT 26.000 (2) ! 38.37 (3) 44.000 (3) 50.625 (4) 63.000 (4) NEG POS NEG . 5 POS NEG POS NEG POS NEG POS 26.500 (4) A , -120.0 56.0 _ -120.0 56.0 -120.0 56.0 - 120.0 56.0 - 110.2 56.0 8 . -135.0 56.0 -135.0 56.0 -135.0 56.0 - 135.0 56.0 -132.3 56.0 37.000 (4) j `A. ' -120.0 56.0 -120.0 56.0 -119.5 56.0 - 107.6 56.0 - 82.8 56.0 B. -135.0 56.0 - 135.0 56.0 -135.0 56.0 -129.1 56.0 - 99.3 56.0 44.000 (4) A. -120.0 56.0 -101.6 56.0 -89.8 56.0 , -79.7 56.0 -68.9 56.0 B.. - 135.0 56.0 - 135.0 56.0 -135.0 56.0 -113.3 56.0 - 86.4 56.0 53.125 (4) A. - 97.1 56.0 , -81.4 56.0 ' -70.5 ' 56.0 -59.1 56.0 -48.5 48.5 8. -116.5 56.0 -116.4 56.0 -116.4 56.0 -99.6 56.0 - 74.8 56.0 63.000 (4) • A" - 71.2 56.0 -69.0 56.0. -60.8 56.0 . -51.8 51.8 -39.5 39.5 B. -85.4 , 56.0 - - 82.8 56.0 -82.8 56.0 , -82.8 56.0 -66.4 56.0 74.000 (4) A. -54.8 49.4 -50.0 45.0 -50.0 45.0 -46.9 45.0 - 36.7 36.7 B. - 65.8 56.0 -60.0 55.0 -60.0 55.0 -60.0 55.0 -60.0 55.0 TABLE NOTE: NUMBERS IN () PARENTHESES ARE MINIMUM QUANTITY OF ANCHORS PER SIDE. NON - IMPACT WINDOW NOTES: 1. GIA2ING: 3/16" ANNEALED. 3/16" TEMPERED 2. DESIGN PRESSURE RATING: SEE TABLE 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. t3. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. 3. CONFIGURATIONS: OX. XO 4. REFERENCE TEST REPORTS: FIE.- 3 333 & FTL -3334 5. SHUTTER REOU1REMENT: MIAMI -DADE COUNTY APPROVED SHUTTERS ARE REQUIRED. 6. NARROW JOINT SEAM SEALANT IS USED ON ALL CORNERS AND AT EACH FIXED MEETING 7. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS AND PER SHEET 9. HEAD Sc SILL: MA)(. 6` FROM CORNERS. MAX. 6" ON EACH SIDE OF MEETING RAIL CENTERLINE. MAX. 18" SPACING. JAMBS: MAX. 6" FROM CORNERS. MAX. 17" SPACING. 8. SEE SHEET 4 FOR GLAZING DETAILS. 9. PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DAOE COUNTY. 10. SEE SHEET 7 FOR CORNER CONSTRUCTION INFORMATION. A 5" MAX. TYP.-1 63" MAX HEIGHT 1 57 MAX OPER. LITE DAYLIGHT OPENING 6" MAX. TYP. 33 1/2" MAX OPER. UTE DAYLIGHT OPENING X r RAIL. Robert L. °art. P.E. PE /39712 Struclu o1 _r_ INDUSTRIES 1070 TECHNOLOGY ORAr£ NOKO% S. FL 34275 P.O. Box 1529 NOKOMIS. FL 34274 Revrd 8 Re-via 8y: FK Drown By: F.X rrk: Dore: Da 4/23/02 Dale: 1/23/02 N 2 Resi.riona: DescripOort OX, XO ELEVATION, 74Wx63N ALUM. HORIZ. ROLLER AHD. MTG. RAIL) Series /adooek Sheet R- Of 3 or r5cok: NTS Rerir:ons: ADD ANCHOR DIM. 9 Approred as coop/yin wink Ike fkaideSeidin Dare .✓fr ' rC • • L NOM/ a•e of r, .a being bade Lusts By Ora.io9 No. 268 -2 Rev : 6" MAX (SEE ANCHORAGE NOTE 7) 74° MAX WIDTH 33 I /2" MAX FIXED UTE DAYLIGHT OPENING 18" MAX. © T11P. O 1 6- MAX ! t MEETING RAIL CENTERLINE OUTSIDE - SEE SHEET 4 FOR SECTION DETAILS 1 58 1/8" MAX FIXED LITE DAYLIGHT -- OPENING 17" MAX. TYP. f MAX H EIp -IT OUTSIDE FIXED LITE DAYLIGHT OPENING 2" VERTICAL SECTION INSIDE a OPER LITE DAYLIGHT OPENING TEST REPORTS: F11 -3330 FTL -3331 F11 -3332 OUTSIDE OPER. LITE DAYLIGHT OPENING MONOLITHIC GLASS 26, t 3/16" ANNEALED • OR --� 3/16" TEMPERED Robert L. C1ork. P.E. PE 839712 Struttur.I MAX WIDTH HORIZONTAL SECTION INSIDE OUTSIDE 7/16" MOM. GLASS BITE TYP. (4) 3/16" ANNEALED 3/16" AIR SPACE 1/2" NOMINAL INSULATED GLASS GLAZING DETAILS INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1524 NOKOWS. ft. 34274 Rasa Br: f e.sd By: FK Drown o F.K. Description: T.Ne: NR -201 FIXED LITE DAYLIGHT OPENING Dot e: INSIDE ® INSULATED GLASS Dole: 4/23/02 pots 1/23/02 1/8" ANNEALED OX, XO SECTIONS & GLAZING, 74 Wx 721 - r ALUM_ HOR!Z. ROLLER (HD. MTG. RAIL Sergies /Uodc: Sc ofe: Rensiorrs: NTS INSIDE d R.aioos: A00 !NT /EXT OESIG. Srteef: 2 Appmaed as coapiring s414 d c Florida D 14k Cody Dose tZ' L.e, - NoAto e [ _pn s Miami D.dc Ppgdud Coo uira�•. 1►r Orn•in No. R er. of s • 268 -2 A GLASS TYPE: A. 3116" ANNEALED (FTL -3331) B :3/16" TEMPERED (FTL -3330) COMPARATIVE ANALYSIS - TABLE 1. C. 1/2!1.G. - 3/18A,3/165,118A (FTL -3332) WINDOW HEIGHT 44.000 (4) WINDOW WIDTH 26.500 (4) 37.000 (4) 53.125 (4) 63.000 (6) 74.000 (6) NEG POS - 120.0 56.0 -135.0 56.0 120.0 56.0 -109.1 56.0 -116.4 56.0 NEG POS - 119.3 56.0 - 119.3 56.0 -106.0 56.0 -89.6 -89.6 44.000 (3) NEG POS 50625 (4) 63.000 (4) 72.000 (5) NEC POS A. B_ C. a B. C. -119.5 56.0 - 135.0 56.0 -119.5 56.0 -103.4 A. 8. C. B. C. A B.. C. A. B. C. NEG POS NEG POS -120.0 -135.0 -120.0 - 120.0 -135.0 -120.0 -120.0 , -127.3 - 113.1 -87.4 -87.4 -77.6 -64.0 -64.0 -56.9 -49.4 -49.4 -43.9 26.000 (2) 38.375 (3) 56.0 -120.0 56.0 -135.0 56.0 -120.0 56.0 -120.0 56.0 -135.0 56.0 -120.0 56.0 -101.6 56.0 -127.3 56.0 -101.6 56.0 -81.4 56.0 -67.3 56.0 -77 56.0 -62.1 56 0 -62.1 56.0 / -55.2 49.4 -45.0 49.4 -45.0 43.9 =40.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 55 2 45.0 45.0 . 40.0 - 120.0 56.0 - 135.0 56.0 -120.0 56.0 - 89.8 56.0 -79.7 - 122.7 56.0 -1022 -89.8 56.0 -79.7 - 70.5 56.0 -59.1 -67.3 56.0 -87.3 - 70.5 56.0 . -59.1 -60.8 56.0 -51.8 -62.1 56.0 -62.1 -55.2 55.2 -51.8 -45.0 45.0 -45.0 -45.0 45.0 -45.0 -40.0 40.0 -40.0 56.0 -79.6 56.0 -48.5 56.0 -68.9 56.0 -77.9 56.0 -68.9 I 56.0 -48.5 56.0 -67.4 51.8 -39.5 56.0 -59.8 51.8 -39.5 45.0 -36.7 45.0 -45.0 40.0 -36.7 - 102.8 56.0 - 102.8 56.0 - 91.4 56.0 56.0 - 76.7 56.0 56.0 - 76.7 56.0 56.0 - 68.2 56.0 56.0 . - 65.5 56.0 56.0 -66.4 56.0 56.0 - 59.0 56.0 48.5 -44.5 44.5 56.0 -57.1 56.0 48.5 -44.5 44.5 39.5 -34.7 34.7 56.0 -50.3 50.3 39.5 - 34.7 34.7 36.7 -31.0 31.0 45.0 -45.0 45.0 36.7 1 -31.0 31.0 TABLE NOTE: NUMBERS IN () PARENTHESES ARE MINIMUM QUANTITY OF ANCHORS PER SIDE. NON- IMPACT WINDOW NOTES: 1. GLAZING: 3/16" ANNEALED. 3/1 5" TEMPERED. 1/2" 1G (3/16A,3/1 65.1 /BA) 2. DESIGN PRESSURE RATING: SEE TABLE 1. A. NEGATIVE DESIGN LOADS BASED DN TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. 3. CONFIGURATIONS: OX, XO 4. REFERENCE TEST REPORTS: FTL -3330, F1L3331 & FTL -3332 5. SHUTTER REQUIREMENT: MIAMI- DADE COUNTY APPROVED SHUTTERS ARE REQUIRED. 6. NARROW JOINT SEAM SEALANT IS USED ON Ail CORNERS AND AT EACH FIXED MEETING RAIL. 7. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS AND PER SHEET 9. HEAD & SILL: MAX. 6" FROM CORNERS. MAX. 6" ON EACH SIDE OF MEETING RAIL CENTERLINE. MAX. 18" SPACING. JAMBS: MAX. 6' FROM CORNERS. MAX. 17" SPACING. 8. SCE SHEET 2 FOR GLAZING DETAILS. 9. PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIA- lI -DADE COUNTY. 10. SEE SHEET 7 FOR CORNER CONSTRUCTION INFORMATION. A fr 6/1/ 0/2 6" MAX. 72 MAX HEIGHT 66" MAX OPER. LITE DAYLIGHT OPENING 6" MAX. A TYP Rohat L Qcrt. P.E. PC 139712 it7c'c:vr37 33 1/2" MAX OPER. LITE DAYLIGHT OPENING x 0 6.. MAX 6_ MAX i 1 (SEE ANCHORAGE NOTE 7)------- MEETING RAIL CENTERLINE OUTSIDE - SEE SHEET 2 FOR SECTION DETAILS FUT INDUSTRIES 1070 1ECHNOLOLT ORN£ NOKOMIS. FL 34275 P.O. 80x 1529 NOKOta15. Ft 34174 Rcvsd 8r Rersd 8,: FK . 74' MAX WIDTH Ootc Date 4/23/02 Ora 8r Dote: F.K. 1/23/02 Dese4pGarr OX, XO ELEVATION, 74Wx72H ALUM. HOR1Z. ROLLER (HD. MTG. RAIL) Ser:evuodet HR -201 33 1/2" MAX --- FIXED LITE DAYLIGHT OPENING 18" MAX A rm. Scct,: NTS 0 Re.is:ons Re.isions: ADD ANCHOR DIM. Sheet: 1 G1 9 uy, Oror:nq No. 1 268 -2 67 1 /8" MAX 0 FIXED UTE - DAYLIGHT OPENING 17" MAX. P A App.oveeas campy Markle llghlie1 Code Dart X•4(1 tl rte• Z NOM of -a7i3. 0 Minot Dadc rtodtscl Cart Div sioa M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board.of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to . have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within, their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the HigH Velocity Hurricane Zone. DESCRIPTION: Series "FD -101" Aluminum Sidelite APPROVAL DOCUMENT: Drawing No. 992, titled "Aluminum Sidelite", sheets 1 through 5 of 5, dated 11/17/03, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A. copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the.Building Official. This NOA consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by The MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 /Y/ NOA No 03- 1223.01 Expiration Date: March 04, 2009 Approval Date: March 04, 2004 Page 1 Revsd By Revsd By: Rend By: Drawn By: F.K. PTIONAL 1 x WOOD BUCK EE NOTE 2)_ 1 TES: Dare: Dale' Date . Dole: 71/17/03 TYPICAL HEADS Revisions: Revisions: Revisions: C1,edied By: d , L Dam: 2x WOOD BUCK (SEE NOTE 2) (WOOD) #10 SCREW T 4. - • 1 1/4" MIN.. (CONCRETE) 3/16" TAPCON • (SEE NOTE 1) 1/4" MAX. SHIM --- I,— 1x WOOD BUCK (OPTIONAL WITH SOLID CONCRETE SUBSTRATE) (SEE. NOTE 2) 3/16" TAPCON (SEE NOTE 1) TYPICAL JAMBS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 2x WOOD BUCK (SEE NOTE 2.) 1 1 /4" MIN. (CONCRUIL - OR HOLLOW • . CONCRETE BLOCK) SE ONLY MIAMI —DADE COUNTY APPROVED ELCO OR ITW TAPCONS. A — IN MIAMI —DADE COUNTY, INSTALLATION TO CONCRETE OF WOOD BUCKS TO BE ENGINEERED, PROPERLY ATTACHED TO TRANSFER LOAD AND TO BE REVIEWED BY BUILDING OFFICIAL. — OUTSIDE MIAMI —DADE COUNTY, INSTALLATION TO CONCRETE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY BUILDING OFFICIAL. P T Visibly Better 1/4" MAX. SHIM 1/4" MAX: SHIM Seeks/44..1W FD -107 #10 SCREW (WOOD) 2x WOOD BUCK (SEE NOTE 2) 3/16" TAPCON (SEE NOTE 1) (CONCRETE) 1/4 ".,} MAX. JJ SHIM _ OPTIONAL 1X WOOD BUCK (SEE NOTE 2) Scale: NTS TYPICAL SILLS sneer: 5 of 5 1 1/2" MIN. 3/16" TAPCON (SEE NOTE 1) (CONCRETE) 1 1 1/4" MIN. 1 Desislprzo : ANCHORAGE 7eh_• ALUMINUM SIDELITE orgy r+o. 992 Rev: r• Lucas A. Turner, P.E. PE :Y53201 Mrct.enical 1/4' MAX SHIM O (S 1/4 MAX SHE. NO 1. 2. B Item Dwg # 1 920 2 921 3 916 4 1155 5 934 6 8 986 13 4046 14 989 15 4057 16 1224 17 124 18 1240 19 1262 20 523 21 1239 22 547 23 522 24 25 26 27 Revsd By Date: Revsd By: Date: Revsd 8y: Dale: Drawn By. Dare: F.K. 11/17/03 Sidelite Header Sidelite Sill Sidelite Jamb #8 x 1.000 Quad Pn. SMS Sidelite Jamb Adapter 3/16" Tempered Glass 518" I.G. Glass - Comprised of 3/16" Tempered Glass, 1/4" Air Space and 3116" Tempered Glass SL Interior Bead 3/16" & 1/4" Grill Kit Bead 3/16" Bead 5 /8 "iG Bead Bulb, Thick (Used in all Extruded Bead) Applied Colonial Muntin, High (used on interior of door Flat Bar (used on interior of door) Applied Muntin, High, Endpiece (used on interior of door) Applied Muntin, High, Intersect (used on interior of door) Applied Muntin, Low (used on exterior of door) • Applied Muntin, Low, Endpiece (used on exterior of door) Applied Muntin, Low, Intersect (used on exterior of door) - Setting Block, 3/32" x 1/4" x 1" w /psa Setting Block, 1/16" x 1 /2" x l" w /psa Glazing Compound - Dow 899 or 995 Narrow Joint Sealant - Schnee - Morehead SM5504 or Equal .688 1 SL INTERIOR BEAD . 6063 —T5 --I .805 I---- _050 -- .678 ----I 1.087 1 1 3/16" BEAD 6063 -T5 Revisions: Revisions: Revision CAe,Aed By .055 E - .542 Dale Description .050 1.057 Qty. 1 1 2 6 / Jamb 2 1 2 2 2 2 2 As Req'd As Req'd As Req'd As Req'd As Req'd As Req'd As Req'd 6 4 As Req'd As Req'd .346 —H 1--- .678 I J 3/16" & 1/4" GRILL KIT BEAD 6063 -T5 .363 --►- f -� - } .050 - .678 - '-1.0961 } 5/8" I.G. BEAD 6063 -T5 PGT# 6920B 60415 60381 781PQA 61641M 6986 644842 6989 64057 6TP247 66631 68926T52 41730 41726 68421 41652 41630 712653K 71267K 1070 TECHNOLOGY DRIVE NOKObilS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 .688 Visibly Better SL JAMB 6063 -T5 nesni°Yon risk SIDELITE HEADER 6063 —T5 ALUMINUM SIDELITE �C7rM°PM: Scans: Sneer F0-101 1/2x 4 °t 5 .050 Dr4 ing Nn. 992 .830 2.980 SL JAMB ADAPTER - 6063 —T5 PARTS LIST AND EXTRUSION PROFILES SIDELITE SILL 6063-T5 i p i a s whir fl' I • nai •• 9Y '� .�•3 134 ,06"-- =4 Lucas k Turner. P.E. PE li:i8201 Mechanical MAX. HEIGHT Revsd By: Revsd By Revsd By- Drawn By FX. MAX. DAYLIGHT OPENING OR Date: Dale' Date: Date: 11/1 7/03 VERTICAL SECTION Revisions: Revisions: Revisions: Checked By. 3.100" Date: R HORIZONTAL SECTION CONSTRUCTION (JAMB ADAPTER REMOVED) LtT Visibly Better Desceplcn: SECTIONS AND CORNER CONSTRUCTION Tale ALUMINUM SIDELITE Seriestkbed FD -101 Stale: 1/2x Sneer 3 a 5 Drawing No. 992 Re Ap@zswrod as ease N €a fJ•37CaJC311 -. Lucas A. Turner. P.E. PE 3:58201 Mechanical I OR CORNER W70 TECHNOLOGY OWE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 MAX. DAYLIGHT OPENING MAX. WIDTH 3.100" 3/16" TEMPERED --.- GLASS • 1 /4" AIR SPACE Revsd By Oae Revisions: Revsd 8y. Dak • Revisions: Revsd By: Dal Revisions: Ora wet 8y. DalP. Checked F.K. 11/17/03 .5/8" I.G GLAZING DETAIL • Dare: 5/8" OVERALL --- 3/16" TEMPERED GLASS 1/2" NOM. CLASS BITE 707f TECHNOLOGY DRIVE r'OKOM1S, FL 34275 P.O. 130X 1529 NOKOMIS, FL 34274 OUTSIDE PST Visibly Better 3/16" GLAZING DETAIL Oes se FO -101 GLAZING DETAILS r ae. ALUMINUM SIDELITE 3/16" TEMPERED GLASS Scare: 1x sneer a 5 Dray' ,9 7'o. 992 1/2" NOM: GLASS BITE i ? : rte-. 1 Lucas A. Turner, P.E. PE #58201 iA a s ar,i cal COMPARATIVE ANALYSIS (DESIGN PRESSURES PSF) 3/16 "T) GLASS FTL -3923, 3/16" TEMPERED TYPES: FTL -3922, 5/8" I.G. (3/16 "T, 1/4"SPACE, SIDELITE SIDELITE HEIGHT WIDTH 79 3/4" 83 3/4" 87 3/4" 95 3/4" 10 3/4" 100.0 -210.0 100.0 -202.5 , 100.0 -192.7 100.0 =175.6 1.17/8" 100.0 -194.6 100.0 -184.6 100.0 -175.6 100.0 -160.0 12 3/4" 100.0 -182.4 100.0 -172.9 100.0 -164.4 100.0 -149.7 19" 100.0 • !127.8 100.0 -120.9 100.0 -114.8 100.0 -104.1 21 3/4" 100.0 -113.9 100.0 -107.6 100.0 -102.0 92.4 -92.4 27 3/4" 93.3 -93.3 •88.0 . -88.0 83.2 -83.2 75.1 -75.1. 36 3/4" 60.0 -60.0 ' 60.0 -60.0 60.0 -60:0 60.0 =60-.0 95 3/4" • "MAX. - HEIGHT R evd By Revsd By: Revsd 6y: Drawn By F.K. 84 1/2" MAX. DAYLIGHT OPENING 6" MAX. --I L.-- . 13 1/2" MAX. O.C. I Dale: Revisions. • Date: Revipnns: Dale: Date: 11117/03 Revisions: Cher By: Date 36 3/4" MAX. WIDTH 33 1/2" MAX. DAYLIGHT OPENING • OUTSIDE NOTES: NON - IMPACT SIDELITES 1. GLAZING .OPTIONS: A. 3/16 TEMPERED GLASS. 8. 5/8" I.G. GLASS COMPRISED OF. (2) LITES OF 3/16" TEMPERED GLASS WITH A 1/4" AIR SPACE. 2. DESIGN PRESSURE RATINGS: (SEE TABLE BELOW) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY)_ 8. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). 3. ANCHORAGE (UNDERLINED DIMENSIONS): 3/16" TAPCONS OR #10 SCREWS HEAD SILL & JAMBS: 6" MAX. FROM CORNERS AND 13 1/2" MAX. O.C. 4. MIAMI -DADE COUNTY APPROVED SHUTTERS ARE REQUIRED IN MIAMI -DADE AND WHERE IMPACT RESISTANCE IS .REQUIRED. 5. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 6. NOT INTENDED FOR DIRECT ATTACHMENT TO FRENCH DOOR - MIAMI -DADE COUNTY APPROVED MULLION OR STRUCTURAL MEMBER REQUIRED BETWEEN SIDELITE AND DOOR. 7. REFERENCE TEST REPORTS: FTL -3922 AND FTL-3923. 1070 TEC?IP:0LOGYDR7VE NOKOMIS; FL 34275 P.O. FOX 7529 NOKOMIS, FL 34274 Visibly Better Qesvtption: ELEVATION, NOTES AND DESIGN PRESSURES Title: ALUM INUM SIDELITE sen'eslMMer FD-101 sta4 NTS Onv lno Nn 992 er A Flooddi NOM 5 1 ac3; A. Turner. P.E. PE 458201 MO =DE , BUILDING CQDE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PCT Industries P.O. Box1529 Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami .Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will .incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series PW -701 Aluminum Fixed Window APPROVAL DOCUMENT: Drawing No. 4231, titled "Aluminum Fixed Window ", sheets 1 through 8 of 8, prepared, signed and sealed by Robert L.Clark, P.E., dated 8/22/01, bearing the Miami -Dade County Product Control Revision Stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Non - Impact & Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ";Unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or. process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. ,INSPECTION: A copy of this entire NOA shall bc•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 # 01- 0102.01 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 02- 0701.07 Expiration Date: September 13, 2006 Approval Date: July 12, 2002 Page 1 • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Window Heights Window Widths 19.125 24.000 26.500 37.000 . 48.000 60.000 97.000 111.000 120.000 26.000 135.00 135.00 135.00 135.00 135.00 135.00 135.00 122.90 • 1 12.60 39.000 135.00 - 135.00 135.00 135.00 135.00 135.00 79.40 70.00 66.10 51.000 135.00 - 135.00 135.00 135.00 90.60 80.30 77.40 63.00 55.90 60.000 135.00 135.00 135.00 135.00 90.60 58.00 58.00 58.00 57.40 Window Heights Window Widths 19.125 24.000 26.500 37.000 48.000 60.000 . 97.000 1 11.000 120.000 26.000 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 39.000 100.00 100.00 _ 100.00 100.00 100.00 100.00 79.40 70.00 66.10 51.000 100.00 100.00 100.00 100.00 90.60 80.30 77.40 63.00 55.90 60.000 100.00 1 00.00 100.00 100.00 90.60 58.00. 58.00 58.00 57.40 3/1 TEMPERED GLASS 4 NOTES: 1.) Negative Design Loads based on Comparative Analysis and Gloss Table ASTM E1300. 2.) Positive Design Loads bosed on Comparative Analysis p ond Water Test Pressure. 3.) Numbers are for /12 screws or 3/16" Tapcons. 4.) Anchor maximum spacing: 12" Negotive Design Loads Positive Design Loads REFERENCE TEST REPORTS: FTL -2763, F7L -2780, & 2816 Robert L ark. P.E. PE $39712 Structural INDUSTRIES Omen 8Y F.K. • Desc 1070 IED1M XQGY owe P.O. 80Y 1529 H K01, S ft 34275 NOKOMIS. Ft 34274 11 Revsd 8y. ate: Dote: 8/13/01 Rev... woes: REORAWN PRODUCT' REVAMP as enap1y$tR 10111 the Maki fl Dg Code Acceptance No 0 2 -0 •}Of. Expiration Date :N. �r Dade Product Control amine • APPROVED AS COMPLYING Y41 iH DIE SOUTH FLOR1OA BUILAI OA BY PR S 1 T C.' TROL OIYISION alt1. COOE COMPUANCE ACCEPTANCE NO. .)1 -01 (3L -0 1 COMPARATIVE ANALYSIS, NON - IMPACT TitIc ALUMINUM FIXED WINDOW Series /mode PW-70 1 Scale: NTS Sheet: 8d 8 Dearing 4231 .. Rev. C --�--� .090 INTERLAYER 3/16" ANNEALED--pl 1 1-0--3/16" ANNEALED o 3/16" HEAT STRENGTHENED .090 INTERLAYER 3/16` HEAT STRENGTHENED TYPICAL GLAZING DETAIL 7/16" LAMINATED GLASS or GLASS SILICON REFERENCE TEST REPORTS: FTL -2763, FTL -2780, FTL -2797 & 2816 TYPICAL GLAZING DETAIL 3/16" TEMPERED GLASS c.r Robert a rk. P.E. PE #39712 Structural INDUSTRIES 1070 TrD*K3LOGT DRhoi NCNOLSIt a 34275 Drown 8Y- F. Tale: PRODUCT alcorspi3ing with Ilia Florida Araptasce No Expiration Date 0 I - Coatral Dade nada Division Revssf erlOote. 8 /13/01 Nevis:ems: REDRAWN Desaipt:on: GLAZING & CORNER DETAIL ALUMINUM FIXED WINDOW Series/11odet Score: Sheet P.O. 80X 1529 NTS Ft 34274 PW -701 NTS 7a 8 DETAIL C TYP. 90' CORNER CONNECTION APPROVED AS COMPLYING PA TH THE SOU DI FLORIDA DUILOING CODE oA BY PR • ' C • • NTRaL ONISiON BL'ILOiNG CODE COMPLIANCE AGMs/W.10E No.() t 0 107 9 -U 1 Growing Wa. 4231 Rev. C .500 owl 2.784 _t .688 PW -701 U- CHANNEL GLAZING BEAD >. PW- 701. FRAME EXTRUSION 1.500 I REFERENCE TEST REPORTS: FTL -2763, FTL -2780, FTL -2797 & 2816 MK. 1 2 3 4 6 8 9 10 612242 6533402 • 7834 62899C/62501C 61412K 628V1510 6SM55W SEE NOTE 7PWSW ral FRAME HEAD, SILL & JAMB U — CHANNEL GLAZING BEAD /8 x 3/4 PN. PH. SMS SILICON BACK BEDDING CLOSED CELL FOAM TAPE FOR 3/16 GLASS CLOSED CELL FOAM TAPE FOR 7/16 GLASS SEAM SEALER 3/16 TEMPERED GLOSS 7/16 LAMI (187HS/.0907 187HS) /6 x 7/8 FL. PH. TEK 6063 —T5 6063 — T5 SPENCER OR = DOW/G.E. OR = TAPE SPECIALISTS OF FL OR = TAPE SPECIALISTS OF FL OR = SCHNEE /MOREHEAD OR = TRIPLE DIAMOND GLASS OR = TRIPLE DIAMOND GLASS OR = SPENCER OR = 4 AF -12242 AF 533402 SM5504 frPrnrr_E e:n 0 L ( BILL OF MATERIAL # � c Ran. C MAXIMUM HEIGHT SEE SHEETS 1 THRU 4 L4 SHIM SPACE MAX. 112 PAN HEAD WOOD SCREW 7/16' LAMINATED OR 3/16 TEMPERED GLASS 1II f ni i .:4111111 1 -1/4' MIN. /4 SHIM MAX 2 x WOOD BUCK SECTION A —A TYPICAL SECTION & INSTALLATION INTO CONCRETE AT SILL & .WOOD AT HEAD 3/16" HEX HO. TAPCON OR 3/16' FIAT HD. TAPCON (C SINK REO b) 0 Z-s/°e Robert Clark. P.E. PE 1139712 Structural 3116' HEX HO. TAPCON OR 3/16' FLIT HD. TAPCON (C SINK REO'D) MAXIMUM WIDTH SEE .SHEETS 1 THRU 4 SECTION B-8 TYPICAL SECTION & ALTERNATE INSTALLATION INTO CONCRETE PST INDUSTRIES Drawl eY F .K. Descriae;an: r,D1e: 1070 1ECHNbLOGY OFNVE P.O. 80X 1529 NOKOM1S Ft 34275 N(RVMIS Ft 34274 Series /lode!: PW -701 I/4 SHIM SPACE MAX. PRODUCT REVISED m comP with fate Florida • Balding Code Acceptance No 02- O OI.O& Expiration Date Dade Peoduct C Midas Revsd 8y :Date: Date: 8/13/01 Seale: NTS Rev sons: REDRAWN ALUMINUM FIXED WINDOW Shea 50, 8 r I NOTES: 1.MAXIMUM OVERALL DIMENSIONS ARE APPLICABLE TO SECTIONED ARCH. SHAPES. ANCHORAGE METHODS ARE APPLICABLE TO ALL SHAPES SHOWN ON SHEETS 1 THROUGH 4 OF 8. 2. .REFERENCE TEST REPORTS: FL -2763, FTL -2780, FTL -2797 & FTL -2816 SECTIONAL & ANCHORAGE VIEWS WOOD OIuCK 1 1/4 WM. APPROVED ASCOI(PLYING M1H THE SOUTM FLORIDA SUILO4NG CODE . DATE $a' t 3 .$5 BY DIVISION BUILDING CODE COUPUANCE OFFICE ACCEPTANCE r+a .01 - Oth'Z•Qt No. 4231 Rev. 1 QUARTER CIRCLE 68" .x 68" - Maximum Area 25.22 sq. ft. HALF CIRCLE 120" x 60" Maximum Area 39.27 sq. ft. NON — IMPACT WINDOWS CONT. TRAPEZOID 60" x 120" Maximum Area 43.75 sq. ft. OCTAGON 60" x 60" Maximum Area 20.71 sq. ft. Robert L Clark. P.E. PE .39712 3� T f INDUSTRIES 1070 rrCifNOLOGY DRIVE NOKOMIS FL 34273 EYEBRO W 74" x 37" Maximum Area 17.83 sq. ft. RECTANGLE 60" x 120" Maximum Area 50.00 sq. ft. rac ' . F. K. Revsd 8y: Oete Date: 8/ 13/0 f Re.is.00s: REDRAWN Description: ELEVATIONS, 3/1 6 TEMPERED GLASS ALUMINUM FIXED WINDOW P.O. BOX 1529 Fl 34274 Series/mode C were: - sheet: PW -701 NTS 40 8 Jr PRODUCT REVS aseomylyfog via the Florida Acceptexce No -43.0/.15 Date Dade lroe.a Canna alvieleo Dro.inq No. 4231 APPROvEO AS COMPLYING WITH THE sOtlm�grtM L�u� � � n � X113 P• .. rc• ROLORDlSFON 6U1I. COOE COMPLIANCE OF ACCEPTANCE NOM' O rQ • ni f Rev. r 1 t 1 F I 1 QUARTER CIRCLE 68" .x 68" - Maximum Area 25.22 sq. ft. HALF CIRCLE 120" x 60" Maximum Area 39.27 sq. ft. NON — IMPACT WINDOWS CONT. TRAPEZOID 60" x 120" Maximum Area 43.75 sq. ft. OCTAGON 60" x 60" Maximum Area 20.71 sq. ft. Robert L Clark. P.E. PE .39712 3� T f INDUSTRIES 1070 rrCifNOLOGY DRIVE NOKOMIS FL 34273 EYEBRO W 74" x 37" Maximum Area 17.83 sq. ft. RECTANGLE 60" x 120" Maximum Area 50.00 sq. ft. rac ' . F. K. Revsd 8y: Oete Date: 8/ 13/0 f Re.is.00s: REDRAWN Description: ELEVATIONS, 3/1 6 TEMPERED GLASS ALUMINUM FIXED WINDOW P.O. BOX 1529 Fl 34274 Series/mode C were: - sheet: PW -701 NTS 40 8 Jr PRODUCT REVS aseomylyfog via the Florida Acceptexce No -43.0/.15 Date Dade lroe.a Canna alvieleo Dro.inq No. 4231 APPROvEO AS COMPLYING WITH THE sOtlm�grtM L�u� � � n � X113 P• .. rc• ROLORDlSFON 6U1I. COOE COMPLIANCE OF ACCEPTANCE NOM' O rQ • ni f Rev. HEXAGON 60" BETWEEN FLATS Maximum Area 21.65 sq. ft. FAN 120" x 55" Maximum Area 35.20 sq. ft. NON — IMPACT WINDOWS I.) GLAZING: .3/16" TEMPERED 2.) CONFIGURATIONS: 0 3.) FOR DESIGN PRESSURE RATING SEE COMPARATIVE ANALYSIS ON SHT. 8 OF 8 4.) ANCHOR MAXIMIM SPACING: 12.000" 5.) SHUTTERS REQUIRED AT ALL INSTALLATIONS 6.) ALL FRAME JOINTS TO BE SEAM WELDED 7.) REFERENCE TEST REPORTS: FTL -2763. 2780 & 2816 FULL CIRCLE 060" Maximum Areo 19.64 sq. ft. ELLIPTICAL 120" x 48" Maximum Area 31.46 sq. ft. /7 /0 Robert L Clark. P.E. PE #39712 Structural INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. • FL 34275 B oesc ritic wn • . F. K. P.O.. 90X 1529 NOKOM15 FL 34274 ARCH. 60" x 120" Maximum Area 47.32 sq. ft. PRODUCT REVISED as complying xIa the Florida %Wog Code AUtptaocrr Mo 02- 0 30/. £apieatioo oi& • Dade Prodom C Derloice CCE A.+rc..r -C n ?r(� L_ Rend Br Od C Revis∎orts; Dole: 8/1 3/0 1 REDRAWN ELEVATIONS, 3/16. TEMPERED GLASS ALUMINUM FIXED WINDOW Series/Alodel Scale: Shed: PW -701 NTS 3 8. DETAIL C SEE SHT. 7 APPROVED AS COMPLYING NAT# I T11C• SOUTH FLORIDA 13UILD1J CODE D E aY PR. + . T TROL UMSION BUM. G CODE COt1PUANCE Of ICE Drawing No. 423 Rev: }- - -- L /1 F a ■ QUARTER CIRCLE 68" X 68" Maximum Area 25.22 sq. ft. • • • • • • , 1 HALF CIRCLE 96" x 48" Maximum Area 25.13 sq. ft. LARGE MISSILE IMPACT WINDOWS. CONT. TRAPEZOID 48" x 96" Maximum Area 30.28 sq. ft. OCTAGON 60" x 60" Maximum Area 20.71 sq. ft. f Robert L. Clark, P.E. PE 439712 jnu ural Tff INDUSTRIES EYEBR W 96" x 48" Maximum Area 30.24 sq. ft. RECTANGLE 48" _x 96" Maximum Area 32.00 sq. ft. rdle: • F.K. 1070 T£CIlNOLOGY MY PA. BOX 1529 NOXOIIt1S. fL .4275 1W10NCDIHS, f1. J4274 Rend Ste: Dotc: 8/13/01 Series/Uodek PW— 701 R Stile: NTS REDRAWN ALUMINUM FIXED WINDOW Sheet: 2of8 &owing PRODUCT REVISED ssa apt}iag with the Florida AooeplaaoNo 02-0 701.07 Expiration Data *5 a Maud Dodo Product Control Di.bior Description: ELEVATIONS, 7/1 6 LAMINATED GLASS 4231 APPROVED AS CRYING WITit THE PR BUILOING COOS COMPLIANCE OFFICE ArrfPTANCFNOc -c tc.iL•c I Rev: C • HEXAGON 60" BEWWEEN FLATS Maximum Area 21.65 sq. ft. FAN 96" X 47" Maximum Area 24.47 sq. ft. • LARGE MISSILE IMPACT WINDOWS 1.) GLAZING: 7/16" LAMINATED W/INTERLAYER DUPONT BUCACITE PVB 2.) CONFIGURATIONS: 0, 3.) DESIGN PRESSURE RATING: +60.0 PSF & —60.0 PSF (3/16" HEAT STRENGTHENED /.090/3/16" +36.0 PSF & —36.0 PSF (3/16" ANNEALED /.090/3/16" ANNEALED) 4.) ANCHOR MAXIM!M SPACING: 12.000" 5.) NO SHUTTERS REQUIRED 6.) ALL FRAME JOINTS TO BE SEAM WELDED 7.) REFERENCE TEST REPORT: FTL -2797 FULL CIRCLE 060" Maximum Area 19.64 sq. ft. ELLIPTICAL 96" X 47" Maximum Area 24.61 sq. ft. HEAT STRENTHENED LAM!) Robert L (lark. PE. PE .39712 Structural t L l ND USTRI ES 1070 TECHNOLOGY OfelVe NOKO.WS. FL 34275 B Drown F.K. ore 8/13/01 Description: ELEVATIONS, " "7/ 1 - '6 LAMINATE() . GLASS Tate: ALUMINUM FIXED WINDOW P.O. BOX 1529 NOKOMIS. FL 34274 ARCH. 48" X .96" Maximum Area 30.28 sq. ft. PRODUCt REVLSED as m:a plying with the Florid: Marling Code Espir T b02 07. �} E�1 �pp� Espi A a Diic�/ Ob SOUTM 1 J �gp�e t' �, r JCf LIjU Pr i e M Dade Product Control Dhisloo Series/Model: PW— 701 Revs By. Date: Scale: NTS Re+is:onr REDRAWN Sheet: 1 as 8 DETAIL C SEE SHT. 7 APPROVED AS COMPLYING WITH THE BULLONG CODE COMFIZANCE OFFICE ACCEPTANCE NOQ 1 - 610 - 1-01 Drawing No. 4231 Rte: • 1 7 M 1 A M IOADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 0170 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governirik the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "FD -101" Outswing Aluminum French Door APPROVAL DOCUMENT: Drawing No. 944, titled "Aluminum French Door ", sheets 1 through 5, prepared by manufacturer, dated 9/5/97 with revision E dated 7/31/02, signed and scaled by Robert L. Clark, P.E., bearing the Miami - Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA -Ii 01- 0417.05 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. 02 -0625 max MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375.2901 FAX (305) 375 -2908 NOA No 02- 0625.01 Expiration Date: July 22, 2007 Approval Date: August 22, 2002 Page 1 .062* FRAME HEAD 6063 -15 ALUM. 4.675 Roper L. Clark. P.E. PE 35712 Structurol 4.100 3 DOOR PANEL ASTRAGAL 6063 —T5 ALUM. INDUSTRIES 1070 TECHNOLOGY DRNE NOKOMIS, FL 34275 P.O. BOX 1529 NOK01J15. FL 34274 .489 U" y 7 F.K. Rem' 8y. F. K. Revsd 8y: D.B. Titte: 1.750 3.000 0UTSWING THRESF.OLD 6063 —T5 ALUM. 7/31/02 Drown 9y: Dote: F.K. 7 1 20 01 Description: Serif's/Node FO -10? Scale: NTS .050 — 3.000 — 1.489 E —NO CHG THIS SHT Revisions: ADDEO SHT 5 OF 5 Dcle: 01128/02 Doe: Revisions: 1 1/17/OG ADD 2P LOCK EXTRUSION PROFILES ALUMINUM FRENCH DOOR 1 Sheet: Drawing 5 or 5 1 .480 .050 FRAME JAMB 6063 —T5 ALUM. Approved as conspiring with the Fintido eirta Daft NUM, Kroll DA de Product Di . o No. ( 944 1.750 .062 4.000 DOOR PANEL HEAD It SILL 6063—T5 . ALUM. .250 J 1--- V WEATHER STRIP CHANNEL 6063 —T5 ALUM. 2.125 .375 1.0. J .125 --- CD DOOR PANEL JAMB 6063 —T5 ALUM_ .125 78 HINGE EXTRUSION 6063 —T5 ALUM. --- .062 1 1.500 .750 }— 1.750 r i1 TRUSS CLAMP 6063 —T5 ALUM. 4.100 1 1.272 1 1/4" MIN. 3/16" CR 1/4" W/ #12 HO TAPCONS (SEE NOTE 2) . #10 WOOD SCREW TYP. HEAD ANCHOR FASTENERS ARE STAGGERED IN JAMBS 3/16" OR 1/4" 1/4" W/ 112 HD MAX TAPCONS (SEE NOTE 2)- 1/4' TYP. JAMB 3/16" OR 1/4 W/ #12 HD TAPCONS (SEE NOTE 2) 1 1 1/4' MN. 1x WOOD BUCK • 1/4' 1 1/2" MIN. MAX. L_ #10 WOOD SCREW 1 1/2" MIN. 1 1/4' MIN, Lt3. MIN. 2x WOOD BUCK TYP. HEAD ® MAX. TIP. JAMB • � • . . TYP. SILL F 1/4- 1+4AX. MIN. 2x WOOD BUCK 1 /4' MAX ITEM 2 3 4 5 6 7 8 9 10 I1 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 1xWOOD BUCK • Lt1 GROUT MUST TRANSFER SHEAR WAD TO SLAB. DESCRIPTION PGT# QTY. DOOR PANEL, HEAD /SILL (AL 6063— T5/.062 WALL)60375 2 (1) DOOR PANEL, JAMB (AL. 6063— T5/.062 WALL) 60376 2 (1) DOOR PANEL, ASTRAGAL (AL_ 6063— T5/.062 WALL) 60377 2 (1) .250 x .187 FINSEAL STRIP WSTP CHANNEL (A4. 6063 —T5 /.050 WALL) FRAME JAMB (AL. 6063-- T5/.050 WALL) 60380 2 2) FRAME HEAD (AL 6063— T5/.052 WALL) 60411 1 (1) SILICONE 62899C OUTSW. THRESHOLD (AL. 5063— T5/.050 WALL) 61069 5/16x18 THREADED ROD 6TRODA TRUSS CLAMP (AL. 6063— T5/.062 WALL) 50378M 5 /16x1 /16 TRUSS WASHER 7WASHA 5/16x18 TRUSS NUT 7JNUTA FRAME SCR. COVER CAP 41722W STRIKE PLATE 7FRSPX STRIKE PLATE INSERT 41721 #10x3/4 SCR. FLT. HD. PHIL 71034A HINGE ASS'Y. 7FRMOW ))10x1 ELT. HO. PHIL 710XIW #10x1/2 FLT. HD. PHIL. TOP /BOTT. SLIDE BOLT LDCK 41 720 6x1 /2 FLT. HD. PHIL. FASTEC INDUSTRIAL 8x1 1/2 SCR. PN HD. OUAO_ 6 x 5/8 Ph, FI. SMS LOCK SUPPORT ASS'Y. 16x3/4 FLT. HO. PHIL. .200 x .190 QLON .375 x .190 QLON 3 POINT LOCK ASS'Y. LOCK (ACTIVE) LOCK (DUMMY) DEAD —BOLT LOCK 3/16" TEMPERED SEAM SEA! ER 3/16' GLAZING BEAD 2 POINT LOCK OPTION 67924G 8 (4) 60379 4 (2) 2 2) 6 (3 (3/frame _jambs) 26 (13T (6 /hinge — hinge —door jornb) 71OX12PPW30 (15) (5 /hinge &hinge —fame jamb) MERCHANTS FASTENER 41720 2 (0) (1 0 top /bat. of I.h. astragal) VINYL TECH. 78112A 7658PFA 4UBLOK 7634F SQ2OOK 6Q300W FD3PTAY 7612FW 4 4 2 /slide bolt locks) 12 12) 6 /head & sill) 28 14 2 /hor. bead, 5 /ver_ bead) 3 2) 1 /lock) 6 4) 2 /lock support assy.) 5 (4) (1 /ostrogals,fr. jambs & head) 4 (.3) (1 /astragals & frame jambs) 1 (1) (0 r.h. astragal) 1 (1) (0 r.h. astrag a() 1 (0) (0 I.h. astragal) 1 (1) (0 r.h. astragal) 2 (1) 7LOKAP 7LOK1P 7BLTIP 65►.155W 1 (1) • 4 (2) (1 /door top & bot. rail) 8 (4) (2 /ea. door top & bat. rail) 8 (4) (2 /ea. door top & bot. rail) , 8 (4 (2 /ea. door top & bot. roil) 0 (5 }1 65170 8 (4) (used w /3/16" gloss) 7978LAB _1 (1) NOTES: 1. B.O.M. QTY'S IN BRACKETS ARE FOR X CONFIGURATION ® 2. USE MAMI —DADE COUNTY APPROVED TAPCONS. 3. SEE ANCHORAGE SPACING NOTE 4, SHEET 1 OF 5 7A/1 Robert L. park. PL. . PE 139712 Structural INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 - P.O. BOX 1529 NOKOMIS, !'L 34274 LOCATION VENDOR , VENDOR # ALUMAX AF -10375 (2 /eoch door top do bot. rail) FK. Reeser By: F. K. Rersd 8y: D. B. Z/3102 Dro G : Dvta: D. 8_ 5/97 Seri'cs/Lodal: FD -101 E —CHC TO TAPCONS Dote: Revisions: 01/28/02 NO CHG 7)-RS SN r Oat*: Revisions: 11/17/0 ADO 2P LOCK ANCHORAGE & B.O.M. Scot. NTS Sheet 4 or 5 ALU MAX ALUMAX SCHLEGEL CORP. ALUMAX ALUMAX ALUMAX DOW CORNING ALUMAX FASTEC I ALUMAX FASTEC INDUSTRIAL FASTEC INDUSTRIAL VINYL TECH. CAMCORP VINYL TECH. MERCHANTS FASTENER NATIONWIDE IND. MERCHANTS FASTENER FASTEC INDUSTRIAL AQUA FASTENERS VINYL TECH. FASTEC INDUSTRIAL SCHLEGEL CORP. SCHLEGEL CORP. VINYL TECH. HARLOC HARLOC HARLOC PPG. LOF SCHNEE MOREHEAD FLORIDA SCREEN SULLIVAN & ASSOC. AF -10376 AF - 10377 FS7924 -18 AF -10379 AF-10380 AF -12376 899 AF— 12375 AF -1 0378 41722W 41721 4UBLOK Q200X190 0375x190 FD3PTAY 100 880 820 S/y15504 05 -005 Approved as complying twills the florid. Diddle .. Date NOAH _ emi Duds-Product C Woo rne: ALUMINUM FRENCH DOOR Growing No. 944 Rev: EXTERIOR 1.489 VERTICAL SECTION ACTIVE PANEL 25 1116" MAX. DAYLIGHT OPENING TIT. (2) 68.264" OVERALL PANEL WIDTH HORIZONTAL SECTION - XX CONFIG. EXTERIOR qq 71 3/4" MAX. WIDTH INACJIVE PAN EXTERIOR 25 1 1 / 1 6 MA DAYLIGHT OPENING 37 1/2 MAX. WIDTH INDUSTRIES 1070 TECKNOLOGY ORME NOKOMIS, FL 34275 P.O: BOX 1529 NOKOMIS, FL 34274 Red FK _ acrid sy: 0.8. Drown Br 0.8. Description: SECTIONS SerissAlottet: FD -101 7/31/02 E —ADD MAX. DtM_S Gate: Restisions: 01/28/02 NO CHG THIS SHT Dot*: Rcrisianx 11/17/0G ADD 2P LOCK 1}o te: 9/5/97 ALUMINUM FRENCH DOOR Sheet 2 ar 5 A !•Drovnf w ewVlyin wiih a te ! : a 9 Dale sr -Ago Ui ea IkY m�l 'H 11181 111111 of { 1111111 1001 9111: 0101 ' 1 11 1: I \ N. N. S. S. \ \ 7 CD � J , 80.000 (7) 95.500 (8) 48.000 (6) NEG v \ . \ \ \ \ 2 POINT LOCK OPTION X - / / / / / / ____J \ \ \ \ \ " / / / / / i I � / / I POS \ \ \ \ \ \ X \ \ ,„ - \ -80.9 -69.4 POS 80.0 60.0 60.0 7't.750 (8) NEG . - 60.0 COMPARATIVE ANALYSIS WIDTHS FOR: XX CONFIG. HEIGHTS 80.000 (7) 84.000 (7) 95.500 (8) 48.000 (6) NEG -102.6 -•96.9 -83.6 POS 60.0 60.0 60.0 60.000 (8) NEG , -85.8 -80.9 -69.4 POS 80.0 60.0 60.0 7't.750 (8) NEG . - 60.0 -60.0 -80.0 POS 80.0 60.0 60.0 95 1/2" MAX. HEIGHT 36" Lt, 13" MAX O 6" MAX. 6" MAX. 13" MAX. 0.C. TYP. HEAD & SILL 37 1/2" MAX. WIDTH 25 11/16" MAX. DAYLIGHT OPENING 4 \ 2 POINT \ LOCK OPTION x / / ! / / / / / / 1. / / / I L � TYP. BOTH JAMBS NON- IMPACT DOORS 13 1/4" HINGE CENTERLINE 84 5/8" MAX. DAYLIGHT OPENING 47 3/4" HINGE CENTERUNE 95 /2" MAX. HEIGHT 4 13 1/4" HINGE LOC. 36" 13 1/4" HINGE - 13 1/4" CENTERLINE HINGE CENTERLINE TYP. BOTH JAMBS ® 6" MAX. - 13" MAX. O.C. TYP. HEAD & SILL 1.) GLAZING: 3/16' TEMPERED 2.) CONFIGURATIONS: X, XX 3.) DESIGN PRESSURE RATING: SEE TABLES A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABI FS ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. 4.) ANCHORS: HEAD & SILL; MAX. 6" FROM CORNERS. (XX ONLY) MAX 6" & 10" ON EACH SIDE OF MEETING RAIL CENTERLINE. MAX. 13" SPACING. JAMBS; MAX. 6" FROM CORNERS. MAX. 13" SPACING. (STAGGERED - SEE SHEET 4) 5.) MIAMI -DADE COUNTY APPROVED HURRICANE PROTECTIVE UNIT IS REQUIRED. 6.) SEALANT TO BE APPLIED AROUND FRAME & PANEL CORNERS, DEAD BOLT & 7.) REFERENCE TEST REPORT: FTL -2333 8.) SEE SHEET 2 FOR SECTION DETAILS. LEVER HANDLE. 71 3/4" MAX. WIDTH 25 11/16". MAX. ENIN(. OPENNNt =. I 1 I ANCHORAGE DETAIL SEE NOTE 4 INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 •NOKOMIS. FL 34274 F.K. Raved By: F.K. Roved 8y: D.B. Drown or D.B. TAN: GLAZING DETAIL 7/31/02 9/5 Series/Model* F0 -101 E -ADD ANCHOR LOC. Date Raraiona: 01/28/0 ADO SHT 5 do TABLE DD Revisions 11/17/OC ADD 2P LOCK Scdc: NTS Dtacription: EXTERIOR ELEVATIONS - X & XX ALUMINUM FRENCH DOOR Shoat: 1 or 5. Approved as rnmnlyir with the Florida uidLrl: Code Daze BOAR htlaaal Dade Pretun Coated Dirblaa �) By y ! jDLi -/ilL arch.in9 No. 944 Rev: E r ( 10" I 11--.16 -,-.1 [..\ -----t 10" ..-! Rabin L. Clerk, P.E. PE 434712 Structured 1. 13" MAX_ 6" 1AAX. 13 1/4 " HINGE - CENTERLINE TYP. BOTH JAMBS 47 3/4" HINGE CENTERUN E TYP. BOTH JAMBS TYP. BOTH JAMBS 84 5/8" MAX. DAYUGHT OPENING GLAZING BEAD COMPARATIVE ANALYSIS FOR: X CONFIG. • HEIGHTS WIDTHS . 80.000 (7) + 84.000 (7) 95.500 (8) 24.000 (2) 30.000 (3) 37.500 (3) NEG POS NEG POS NEG POS -102.6 60.0 -60.0 60.0 -96.9 60.0 -80.9 60.0 -60.0 60.0 -83.6 60.0 -69.4 60.0 -85.8 60.0 -60.0 60.0 NOTE: NUMBERS IN PARENTHESIS ARE MINIMUM QUANTITY OF ANCHORS PER SIDE 3/16" TEMPERED GLASS SILICONE 7/16" GLASS BITE i •OADE. BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 0170 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is =being issued under the applicable rules and regulations governing; the use of construction materials. The documentatiowsubmitted'has been revrewed•byMiami -Dade County Product Control Division and accepted by the Board of Rules andAppeals (BORA) .to •be ,used -in Miami Dada County and other areas where allowed by the Authority Having Jurisdiction (AID). This NOA shall not be`valid'after the expiration date stated below. The,Miami -Dade County Product Control Division (In Miami ,Dade County) and/or the AHJ; (in' areas other than: Miami Dade County) reserve the right to have this _product or material tested for quality assurance purposes. If this product or material fails to the accepted Ma ur , . z perform in nner, the Manufacturer will inc the c y revoke, ritodr � expense such .testing and the AHJ may immediately fy,`or:suspend�the use of such product material within, their jurisdiction. BORA reserves the right • to revolce ac' ceptance, it it isidetermined ,.by Miami-Dade County Product Control Division that this product or material.fails to Meet: the requirements of the applicable building code. This product is approved; as' described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "FD -101" Outswing Aluminum French Door APPROVAL DOCUMENT: Drawing No. 944, titled "Aluminum French Door ", sheets 1 through S, prepared b y manufacturer, 9/5/97 with revision E dated 7/31/02, signed and scaled by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance numbcr and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit Shall bear a permanent label with the manufacturer's name or logo, city, state and following stateinent: "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 buiiding code negatively affecting the performance of this product. TERMINATION of this NOA will occuraferthe.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 purposeishall 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 and renews NOA•ti 01 -0417.05 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. - 02-0825 max MIAMI -DADE COUNTY, FLORIDA METRO - DADE FLAMER BUILDINO 140 WEST FLAGLER STREET, SUITE 1603 MMAM1, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No 02 -0625.01 Expiration Date: July 22, 2007 Approval Date: August 22, 2002 Page 1 O X 1.-750 -- .062 000R PANEL HEAD It SILL 1 6063-T5 . ALUM. .050 -- 4.000 1.520 .250 J {- O WEATHER STRIP CHANNEL 6063 -T5 ALUM. • 2.125 .375 !D. c..... 0 .125 ---- 18 HINGE EXTRUSION 6063 -T5 ALUM. - .062 1.750 O DOOR PANEL JAMS 6063 -35 ALUM. t TRUSS CLAMP 6063 -75 ALUM. .125 4.100 1 1.272 .062 -- 3.000 0 FRAME HEAD v 6063 -75 ALUM. 4.100 Roper L Clark, P.E. PE 039712 Structural 4.675 3 DOOR PANEL ASTRAGAL 6063 -T5 ALUM. 1.479 T INDUSTRIES 1070 TECHNOLOGY OWE NOKC)IMS. FL 34275 P.O. BOX .1529 NOKOMIS. FL 34274 .489 1 1 f L F.K. Raved 8y: F K. Roved 8Y O.B. Drawn ex F.K. O Title: 1.750 3.000 .050 0 OUTSWING THRESI -OLD 6063 -T5 ALUM. 3.000 7/31/02 ENO C1 C THIS SNT Otte: Ir Revisions: 01/28/02 ADDED SHT 5 OF 5 1 1/17/0G ADD, 2P LOCK Date: 1 1 20 01 EXTRUSION PROFILES Seriea/Noriet Scale: SimeC 1.489 --- 1.480 --- .050 FRAME JAMB 6063 -T5 ALUM. Approval of complying with the Ftwida g Iris ... Ua/r IVOAM !f/ M1anl DadrYryd�y DI u, ALUMINUM FRENCH DOOR Drawing Na. Rev: FD -101 NTS 5 ° 5 944 1 1/4" MIN. 3/16" CR 1/4' W/ #12 HO TAPCONS (SEE NOTE 2) . 110 WOOD SCREW TYP. HEAD 3/16" OR 1/4" W/ 112 HO TAPCONS (SEE NOTE 2) 1 1/2" MIN. • 1x WOOD BUCK 1/4" 1 1/2" MIN. MAX. 110 WOOD SCREW MIN. 2x WOOD BUCK 3/16" OR 1/4" ( 1/4" W/ /12 HD _ MAX 1 TAPCONS (SEE NOTE 2 }. 1 / 4 TYP. SILL TYP. HEAD MIN. 2x WOOD BUCK [ANCLIOR FASTENERS ARE STAGGERED IN JAMBS, 1/4" MAX. ITEM 3 4 GOUT MUST TRANSFER SHEAR LOAD TO SLAB. 1/4" MAX. DESCRIPTION 1 DOOR PANEL. D / HEASILL (AL 6063 - 751.062 WALL) 60375 DOOR PANEL JAMB Al_ 6063 —T5 .062 WALL 60376 2 (1) 5 WSTP CHANN 6 FRAME JAMB (AL 6063 —T5 /.050 WALL) 7 FRAME HEAD (AL 6063— T5/.052 WALLI Sn.ICONE _ 9 0 STU W THRESHOLD (AL 6063 —T5 /.050 WALL) 10 5/16x18 THREADED ROD 11 TRUSS CLAMP (AL 6063— T5/.062 WALL) 5/16x1/16 TRUSS WASHER 12 13 5/16x18 TRUSS NUT 14 FRAME SCR. COVER CAP 15 STRIKE PLATE 16 STRIKE PLATE INSERT 17 110x3/4 SCR. FLT. HD. PHIL 18 HINGE ASS'Y. 19 /10x1 ELT. HD. PHIL 20 110x1/2 FLT. HD. PHIL 21 TOP /BOTT. SLIDE BOLT LOCK 22 6x1/2 FLT. HD_ PHIL 23 8x1 1)2 SCR. PN HD. OLIAO. 24 6 x 5/8 Ph. Fl. SMS 25 LOCK SUPPORT ASSY. 26 . 16x3/4 FLT. HO. PHIL 27 .200 x .190 OLON 28 .375 x .190 QLON 29 3 POINT LOCK ASS'Y. 30 LOCK (ACTIVE) 31 LOCK (DUAW1.WY) 32 DEAD —BOLT LOCK 33 3/16" TEUPERED • 34 SEAM SEALER 35 3/16" GLAZING BEAD 38 2 POINT LOCK OPTION 1,4/7 0// 1- Robert L pork P.E. PE 139712 'Structural PGT, QTY. 60411 62899C 2 (1) 2 (1) 8 (4) 4 2 60380 2 (1 61069 1 C1) STRODA 4 {2) 60378M 8 (4) 7WASHA 8 (4) 7JNUTA 6 (4) 41722W 10 (5) 7FRSPX 41721 1 1 71034A 2 (2) LOCATION (2 /each door top & bot. roll) (1 /door top & bot. rail) (2 /ea. door top & bat. rod) (2 /eo. door top & bat. roil) 2 ea. door to & bot. rod 7FRMOW 6 (3) (3 / frame iambs 710X1W 26 (13) (6 /hinge — hinge —door jamb) 710X12PPW 30 (15) (5 /hinge &hinge —frame iamb) 41720 2 (0) (1 0 top /bat. of I.h_ astragal) 7612FW 4 4) 2 /slide bolt locks) 78112A 12 12) 6 /head & sill) 7658PFA 28 14) 2 /hor. bead 5 /ver. bead) 4UBLOK 3 2) 1 /lock) 7634F 6 4 2 /lock support assy.) ALUMAX X ALU MAX ALUMAX SCHLEGEL CORP. ALUMAX ALUMAX ALUMAX DOW CORNING ALUMAX FASTEC INDUSTRIAL ALUMAX , FASTEC INDUSTRIAL FASTEC INDUSTRIAL VINYL TECH. CAMCORP VINYL TECH. MERCHANTS FASTENER NATIONWIDE IND. MERCHANTS FASTENER FASTEC INDUSTRIAL FASTEC INDUSTRIAL AQUA FASTENERS VINYL TECH. FASTEC INDUSTRIAL 60200K 5 (4) (1 6asirogals.fr. jambs do head) . SCHLEGEL CORP. 6Q300W 4 (3) (1 astragals & frame iambs) SCHLEGEL CORP. FD3PTAY 1 (1) (0 r.h. astragol) VINYL TECH. 7LAKAP 1 1 o r.h. astragal) HARLOC 7L010P 1 (0) (0 1.h. astragal) HARLOC 78LTIP 1 1 (0 r.h. astragal) HARLOC 651.155W 65170 8 (4) 7978LAB : (1) NOTES: 1. 8.O.M. 4TYS IN BRACKETS ARE FOR X CONFIGURATION ■ 2. USE MALI —DADE COUNTY APPROVED TAPCONS. 3. SEE ANCHORAGE SPACING NOTE 4, SHEET 1 OF 5 INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. fl 34275 P.O. BOX 1529 NOKOMIS. Ft. 34274 2 1 PPG. LOF Rersd Titre: (used w/3/16" glcss) F.K. Br- F.K. Revad 8y: D.B. Drown 8y: Ssrin/Modst FD -101 2/31/02 E —CHO TO TAPCONS Dote: Revisions: 01/28/02 NO CHC THIS Stir O • Revision,: 1 1 /17/00 ADO 2P LOCK Do 0.13. 9/5/97 pescript:o.c ANCHORAGE & 8.0 M. ALUMINUM FRENCH 000R Score: NTS Sh eer 4 a 5 1. VENDOR MERCHANTS FASTENER VINYL TECH. SCHNEE MOREHEAD FLORIDA SCREEN SULLIVAN & ASSOC_ Approved as cos ptyle[ �►iti the Florida it atd" Deft NOAN Mlsorl Duds Product C Islas Droning NO. 944 VENDOR d AF -10375 AF -10376 AF -10377 FS7924 -18 AF -10379 AF— t 0380 AF -12376 899 AF -12375 AF -103 78 41722W 41 721 41720 4UBLOK Q200X190 Q 3 75x 190 FO3PTAY 100 880 820 5M5504 05 -005 Rsv: 1_ EXTERIOR 95 /2 " MAX. HEIGHT '93 5/8" OVERALL PANEL HEIGHT 84 5/8" MAX. DAYLIGHT OPENING 1.489 VERTICAL SECTION ACTIVE PANEL • EXTERIOR LOL 71 3/4" MAX. WIDTH 25 11/16" MAX. DAYLIGHT OPENING TYP. (2) HORIZONTAL SECTION - X CONFIG. 00 "A Robert L Clock, P.E. PE j 39712 Structured INDUSTRIES 1070 TECHNOLOGY ORNE NOcO) IS. FL 34275 P.O: BOX 1529 NOKOMIS, R 34274 F.K. Reuse gy: F.K. Fier ad ey: 0.8. Drown By: • 0.8. 7/31/02 to; 01/28/02 Dots: 11 /17 /0G Da ts: 9/5/97 Description: SECTIONS E —ADD MAX. DIMS Rstidsionr. NO CHC TI-N8 SHT Rcvisiafla ADD 2P LOCK ALUMINUM FRENCH 000R Ssriss/+4aest: Sc,: at Shas: Orrovin9 No. FD-101 NTS 2 5 Approval so cSoepdyl+s dor Florida : ■ s Due Nadi •Y1Ti:��1 Woad lade Product Di o0 944 68.264" OVERALL PANEL WIDTH INACTIVE PANEL HORIZONTAL SECTION - XX CONFIG. 25 11/16" DAYLIGHT OPENING 37 1/2 )4AX WIDTH 3- SEE DIET, A' DFTAtt A' Robert L Clark, P.E. PE j39712 Structural INDUSTRIES IES 1070 TECHNOLOGY DRIVE ttOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 Darn e D. a Description: Soria/Aloe/eh FD -101 7/31/02 E—N0 CHG THJS SKT Dole: Ra»aians 91/2$/02 NO CHC TN1S SHT Dote: Regaionr. 11/17/OO ADD 2P LOCK Doi*: 9 5 97 GLAZING DETAIL & EXPLODED VIEWS ALUMINUM FRENCH DOOR Scde: NTS Approve-1 ■a rarplyios with ttu Florida Balding Code D■u Mlaml Dade Prudvtt C troll 01 Drawing No. COMPARATIVE ANALYSIS WIDTHS FOR: XX CONFIG. HEIGHTS 80.000 (7) _ 84.000 (7) 95.500 (8) 48.000 (6) NEG -102.6 60.0 -96.9 -83.6 30.000 (3) POS 60.0 -80.9 60.0 60.0 60.0 60.000 (8) NEG . - 85.8 -60.0 -80.9 -69.4 POS POS 60.0 60.0 80.0 60.0 71.750 (8) NEG - 60.0 -80.0 -60.0 POS 80.0 60.0 80.0 COMPARATIVE ANALYSIS WIDTHS . FOR: X CONFIG. HEIGHTS 80.000 (7)84.000 (7) 95.500 (8) 24.000 (2) NEG -1026 -96.9 • -83.6 POS 60.0 60.0 60.0 30.000 (3) NEG -85.8 -80.9 -69.4 POS 60.0 60.0 60.0 37.500 (3) NEG -60.0 -60.0 -60.0 POS 60.0 60.0 60.0 95 1/2" MAX. HEIGHT 36" 13" MAX, 6" MAX. s ■ 6" MAX. --� 13" MAX. O.C. TYP. HEAD & SILL � 37 1/2" MAX. WIDTH . 25 11/16" MAX. DAYLIGHT OPENING X ■ 1 2 POINT \ LOCK OPTION / / 1. / / / / / / / NON - IMPACT DOORS TYP. BOTH JAMBS 13 1/4" HINGE CENTERLINE 13 1/4" HINGE CENTERLINE 84 5/8" MAX. DAYLIGHT OPENING 47 3/4" HINGE CENTERUNE 95 /2" MAX. HEIGHT 13 1/4" HINGE LOC. 36" 13 1/4" HINGE CENTERUNE - TYP. BOTH JAMBS ® 6" MAX. - 13' MAX. O.C. TYP. HEAD & SILL 1.) GLAZING: 3/16" TEMPERED 2.) CONFIGURATIONS: X. XX 3.) DESIGN PRESSURE RATING: SEE TABLES A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS • BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. 4.) ANCHORS: HEAD & SILK; MAX. 6" FROM CORNERS. {XX ONLY) MAIL 6" & 10" ON EACH SIDE OF MEETING RAIL CENTERLINE. MAX. 13" SPACING. JAMBS; • MAX. 6" FROM CORNERS. MAX. 13" SPACING. (STAGGERED - SEE SHEET 4) 5.) MIAMI - DADE COUNTY APPROVED HURRICANE PROTECTIVE UNIT IS REQUIRED. 6.) SEALANT TO BE APPUED AROUND FRAME & PANEL CORNERS. DEAD BOLT & LEVER HANDLE. 7.) REFERENCE TEST REPORT: FTL -2333 8.) SEE SHEET 2 FOR SECTION DETAILS. 25 11/10" MAX. DAYUGIIT OPENINP r 71 3/4" MAX. WIDTH i - -1 10" Robin L Clark. P.E. rE N39 %12 Structural 47 3/4" HINGE CENTERUNE TYP. BOTH JAMBS 13"3" MAX_ OC \ �� iLav l • 13 1/4 HINGE CENTERUNE TYP. BOTH JAMBS TYP. BOTH JAMBS ANCHORAGE DETAIL SEE NOTE 4 T INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS; FL 34275 P.O. BOX 1529 NOKOMIS. f . 34274 84 5/8" MAX. DAYLIGHT OPENING Rarad By: F.K. Raved By: D.B. Drvsn 9i- D.B. rcr.: F0 -107 NOTE: NUMBERS IN PARENTHESIS ARE MINIMUM QUANTITY OF ANCHORS PER SIDE F.K 7/31/02 E -ADO ANCHOR LOC. GLAZING DETAIL 3/16" TEMPERED GLASS 0 h GLA7ING w4 {-I 7/16" GLASS BITE BEAD pc 17 7 /CG Ravaioni ADD 2P LOCK t)eta: Reriaiona: 07 28/02 ADD SNT 5 & TABLE oubir 9/5/9 ALUMINUM FRENCH DOOR Serieeillodet Scde: Short: NTS 1 or 5 SILICONE Approved as complyin *bit; aae Florida kiln Code Dace NOM Miami Dada Product Cnucd Divides ei_L1 LU Gl�Ji»_ D.aaso,; EXTERIOR ELEVATIONS - X & XX Dresing No. 944 Rev: E a k mu MID PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE:. This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately ,revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "SGD -2500" Aluminum Sliding Glass Door APPROVAL DOCUMENT: Drawing No. 757, titled "Aluminum Sliding Glass Door ", sheets 1 through 9 of 9, prepared by manufacturer, dated 7/17/01 and last revised on 5/06/03, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for,termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 02- 0701.03 and consi.. �;, 3 .; dwell as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. MI A M IDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No 03 -0123.08 'ration Date: May 22, 2008 pproval Date: May 29, 2003 Page 1 N PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) A. DRAWINGS 1 Manufacturer's die drawings and sections. 2. Drawing No. 757, titled "Aluminum Sliding Glass Door ", sheets 1 through 9 of 9, prepared by manufacturer, dated 7/17/01 and last revised on 5/06/03, signed and sealed by Robert L. Clark, P.E. B. TESTS (Test conducted per PA 202 -94 now called TAS 202 -94) 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) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum sliding &ass door, prepared by Fenestration Testing Laboratory, Test Report No. FTL 01083(FTL3102), dated 6/18/01, signed and sealed by Luis Figueredo, 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 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Test Report No. FTL 01084 (FTL- 3116) dated 6/19/01, signed and sealed by Luis Figueredo, P.E. 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 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Test Report No. FTL 01085 dated 6/19/01, signed and sealed by Luis Figueredo, P.E. 4. Additional test report No. FTL -3596 (FTL02080) for XXX configuration. C. CALCULATIONS 1. Comparative analysis and performance analysis dated 1/17/03, prepared, signed and sealed by Robert L. Clark, P.E. D. MATERIAL CERTIFICATIONS 1. None E. STATEMENTS 1. Statement letter of conformance, and "No financial interest" dated 1/7/03, signed and sealed by Robert L. Clark, P.E. 2. Laboratory compliance letter, as part of Test Report no. FTL 01083, 01084, 01085, issued by Fenestration Testing Laboratory. F. OTHER 1. This NOA revises and renews NOA 02- 0701.03, expiring May 22, 2003. 2. Previous related NOA# 00- 0301.03 & Additional reference NOA # 02- 0702.09. 3. This file has been reviewed by Pistorino & Alain Consulting Eng. Inc & BCCO. E - 1 Ishaq L Chanda, P.E. Product Control Examiner NOA No 03- 0123.08 Expiration Date: May 22, 2008 Approval Date: May 29, 2003 COMPARATIVE ANALYSIS (BASED ON 2 112" SILL ADAPTER. POSITIVE 35 PSF MAX. WITH 1 314" SILL ADAPTER.) PRODUCT: SGD - 2500 NOTES: t) Negative Design Loads based on Comparative Analysis and Glass Tables ASTM E1300 -98 TEST REPORT: FTL -3117 (and ASTM E 1300 -94 outside Miami -Dade County) GLASS TYPE: 3/16" TEMPERED 2.) Positive Design Loads based on Water Test Pressure and Glass Tables ASTM E 1300 -98 MAX. SIZE: 192.000 x 96.000 HIGH (and ASTM E 1300 -94 outside Miami -Dade County) REINFORCED: NONE 3.) Numbers are for #12 screws or 3/16" Elco Tapcons. 4.) Two anchors per location, 2 314" from each comer at head and sill, 6" from each corner at jambs and spaced as follows: Max 8" on each side of each meeting rail centerline. • Max. 16" spacing at head & sill. Max 14' spacing at- jambs. . 5.) Numbers in () parentheses are quantity of anchors per side. 6.) Door height and width must meet applicable FBC Code. SEE NOTE 6 DOOR UNIT WIDTHS (SEE NOTE 6) DOOR UNIT 48.000 (8) 72.000 (12) 96.00 (16) 72.000 (12) 108.000 (18) 144.000 (22) 96.000 (16) 144.000 (24) 192.000 (28) HEIGHT neg pos neg pos neg pos neg pos neg pos neg pos neg pos neg pos neg pos 72.000 (12) -84.00 65.33 -6222 6222 -35.00 35.00 -84.00 65.33 - 62.22 6222 -35.00 35.00 -84.00 65.33 - 62.22 62.22 -35.00 35.00 80.000 (12) - 74.12 65.33 - 54.19 54.19 - 35.00 35.00 -74.12 65.33 - 54.19 54.19 - 35.00 35.00 - 74.12 65.33 - 54.19 54.19 - 35.00 35.00 96.000 (14) -60.00 60.00 - 43.08 43.08 , -35.00 35.00 -60.00 60.00 -43.08 43.08 -35.00 35.00 - 60.00 60.00 1 -43.08 43.08 -35.00 35.00 CONFIG. > OX, XO, or XX OXO or XXX OXXO or X)00( NOTES: 1.) GENERAL: 0/0 HEIGHT = DOOR HEIGHT -4.75" 0/0 WIDTH = DOOR WIDTH - 3.75" 0/0 = DAYLIGHT OPENING 3.) DESIGN PRESSURES UNDER 40 P. S. F NOT APPLICABLE IN MIAMI -DADE COUNTY. 2.) REFERENCE TEST REPORTS: FTL -3102, FTL -3116, FTL -3596 Robert L. Clark, P.E. PE #39712 Structural INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 Rev=d Br F.K. 8 Drawn Br F K. Title: Date: 4/2/03 Rev=d Br F.K. C Date: 4/8/03 7/10/01 Revisions: Rev=d Br F.K. D Date: 5/2/03 ALUMINUM SLIDING GLASS DOOR PRODUCT RENEWED as complyisig with ffia Flis ida &skim tads Acceptaaar >I 012 $ p g s 14;. \. L1�, v►�•. Mind Dads Direr Desaiptiorc COMPARATIVE ANALYSIS NO REINFORCEMENT Series/Model: Seale: Sheet: Drawing No. P.O. 80X 1529 NOKOMIS, FL 34274 SGD -2500 NTS 9 of 9 ' 757 CORREC NOTATIONS Rev: COMPARATIVE ANALYSIS (BASED ON 2 1/2" SILL ADAPTER. POSITIVE 35 PSF MAX. WITH 1 3/4" SILL ADAPTER.j 1.) Negative Design Loads based on Comparative Analysis and Glass Tables ASTM El 300-98 (and ASTM E 1300 -94 outside Miami -Dade County) 2.) Positive Design Loads based on Water Test Pressure and Glass Tables ASTM E 1300 -98 (and ASTM E 1300 -94 outside Miami -Dade County) 3.) Numbers are for #12 screws or 3/16" Elco Tapcons. SEE NOTE 6 DOOR UNIT HEIGHT 72.000 (12) 80.000 (12) 96.000 (14) CONF1G. SEE NOTE 6 DOOR UNIT HEIGHT 72.000 (12) - 120.00 80.000 (12) - 105.88 96.000 (14) -85.71 CONF1G. > 4.) Two anchors per location, 2 3/4° from each comer at head and sill, 6" from each corner at jambs and spaced as follows: Max 8" on each side of each meeting rail centerline. Max 16" spacing at head & sill. Max 14" spacing at jambs. 5.) Numbers in () parentheses are quantity of anchors per side. Door height and width must meet applicable FBC Code. 48.000 (8) 72.000 (12) neg pos neg pos - 121.00 65.33 -97.50 65.33 - 109.60 65.33 -86.50 65.33 -92.10 65.33 -70.70 65.33 OX, XO; or XX 48.000 (8) f pas 72.000 (12) neg pos 96.00 (16) neg pos -60.00 -60.00 -57.90 60.00 60.00 57.90 96.00 (16) neg Pas 72.000 (12) neg pos - 121.00 - 109.60 -92.10 DOOR UNIT WIDTHS (SEE NOTE 6) 65.33 65.33 65.33 72.000 (12) neg pos 108.000 (18) neg -97.50 -86.50 -70.70 NOTES: 1.) GENERAL: D/O HEIGHT = DOOR HEIGHT - 4.75" . D/O WIDTH = DOOR WIDTH - 3.75" 0/0 = • DAYLIGHT OPENING 2.) REFERENCE TEST REPORTS: FTL -3102, FTL -3116, FTL -3596 pos 65.33 65.33 65.33 OXO or XXX COMPARATIVE ANALYSIS (BASED ON 21/2° SILL ADAPTER. POSITIVE 35 PSF MAX. WITH 1 314" SILL ADAPTER.) NOTES: 1.) Negative Design Loads based on Comparative Analysis and Gass Tables ASTM El 300-98 (and ASTM E 1300 -94 outside Miami -Dade County) 2.) Positive Design Loads based on Water Test Pressure and Glass Tables ASTM E 1300 -98 (and ASTM E 1300 -94 outside Miami -Dade County) 3.) Numbers are for #12 screws or 3/16" Elco Tapcons. 108.000 (18) ne9 pas -60.00 -60.00 -57.90 144.000 (22) neg pos 60.00 60.00 57.90 4) Two anchors per location, 2 3/4" from each corner at head and sill, 6" from each corner at jambs and spaced as follows: Max 8" on each side of each meeting rail centerline. Max. 16° spacing at head & sill. Max. 14" spacing at jambs. 5.) Numbers in () parentheses are quantity of anchors per side. 6.) Door height and width must meet applicable FBC Code. DOOR UNIT WIDTHS (SEE NOTE 6) 144.000(22) neg pos 65.33 -88.89 65.33 - 50.00 50.00 - 120.00 65.33 - 88.89 65.33 - 50.00 50.00 00 - 120.00 65.33 -88.89 65.33 - 50.00 50.00 65.33 -77.42 65.33 - 50.00 50.00 - 105.88 65.33 - 77.42 65.33 - 50.00 50.00 - 105.88 65.33 -77.42 65.33 - 50.00 50.00 65.33 -61.54 61.54 -50.00 50.00 -85.71 65.33 -61.54 61.54 - 50.00 50.00 -85.71 65.33 -61.54 61.54 - 50.00 50.00 OX, XO, or XX OXO or XXX OXXO or XXXX Robert L. Clark, PE. PE #39712 - • 1« 11 .1 PRODUCT: SGD -2500 TEST REPORT: FTL -3102 GLASS TYPE: 1/4" TEMPERED MAX. SIZE: 192.000 x 96.000 HIGH REINFORCED: YES (ALUM. ITEMS 18 & 19) 96.000 (16) 144.000 (24) neg pos neg pos - 121.00 65.33 - 97.50 65.33 - 109.60 65.33 - 86.50 65.33 -92.10 65.33 - 70.70 65.33 OXXO or XXXX PRODUCT: SGD -2500 TEST REPORT: FTL -3116 GLASS TYPE: 3/16" TEMPERED MAX. SIZE: 192.000 x 96.000 HIGH REINFORCED: YES (ALUM. ITEM 18) 96.000 (16) neg pos INDUSTRIES 1070 TECHNOLOGY DRNE NOKOMIS. FL 34275 144.000 (24) neg pos 192.000 (28) neg -60.00 -60.00 -57.90 Raved By: F.K. B 192.000 (28) neg pos Date: 4/2/03 Drown By: F.K. Description: Title: Pos 60.00 60.00 57.90 Raved 13y: Date: F.K. C 4/8/03 X 7/1 %1 Revisions Roved By F.K. D Date: 5/2/03 COMPARATIVE ANALYSIS W/ REINFORCEMENT ALUMINUM SLIDING GLASS DOOR as ▪ eceaptpiegiviih the Peri& Wales Oede Ng03 0' 1 5 .0 7 • Date M otiii 221 10 6 E d d Dade ` • Lka..a Divisiod Series /Model: Scale: -- Sheet: Drowing No. P.O. BOX 1529 NOKOMIS, FL 34274 SGD -2500 NTS 8 of 9 757 Revisionx CORRECT NOTATIONS R #12 SCREW —Apr -11Y A FA . 1 .250 MAX. —H r--- EXTERIOR TYP. JAMB 3/16" ELCO TAPCON, SEE -� NOTE 1. ••a 1 1/2" MIN. 2 x W000 BUCK .; 1 1/4" MIN. .250 MAX. H �-- 1x WOOD BUCK EXTERIOR TYP JAMB 2 x WOOD BUCK 1 1/2" MIN. EXTERIOR #12 SCREW 1 1/4" MIN. 1 1/2" MIN. EXTERIOR 3/16" ELCO TAPCON, SEE NOTE 1. TYP. SILL ATTACHMENT OF WOOD BUCK TO SUBSTRATE MUST BE ENGINEERED SEPARATELY AND TO BE REVIEWED BY APPROPRIATE BUILDING OFFICIAL. 1 1 x WOOD BUCK EXTERIOR 3/16" ELCO TAPCON, SEE • NOTE 1. NOTES: 1.) SEE NOTE 4, SHEET 1 FOR ANCHOR SPACING. 2.) REFERENCE TEST REPORTS: FTL -3102, FTL -3116, FTL -3117, FTL -3596 TYP. HEAD 4 6/63 .250 MAX. Robert L. Clark, P.E. PE #39712 Structural INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 #12 SCREW 1 1/4" MIN. Title: f EXTERIOR Revsd 8y: Date: Eli 8 4/2/03 Drown Sy: F.K. : V' : • V • GROUT MUST TRANSFER 'SHEAR LOAD TO SLAB. TYP. SILL Revsd B Date: F.K. C 4/8/03 7/13/01 ANCHORAGE DETAILS Revisions: Revsd 8y. F.K. D F .250 MAX. .250 MAX. 5/2/03 ALUMINUM SLIDING GLASS DOOR 2 x WOOD BUCK 'emu at eeteplyheeddt meMerida Belding Cede Ampaaeellg0 - 0123 •c2 6pl atlea Base 'Witt 14 20o g Dy Mod Dads .riCeftet Nek. =A del Series/Model: Scale: Sheet Drawing No. P.O. BOX 1529 NOKOMIS, FL 34274 SGD -2500 NTS 7 of 9 757 Revosonr CORRECT NOTATIONS 1.2 3 - .0 62 .50 f 3.624 -� 1.000 I .750 .062 L -in 1.233 r-- 1.594 .7971 -F 1 6063 -T5 ALUM. HEAD, 2 TRACK .062 .062 .574 2.250 ---t .890 1.375 • - 4.590 6063 -T5 ALUM. SILL, 2 TRACK 6063 -T5 ALUM. TOP RAIL 2.500 6063 -T5 ALUM. ADAPTER, 2 1/2" HI RISE, SILL 1.250 .500 1 1.611 6061 -T6 ALUM. REINFORCEMENT 550 -11 -1 �--- 1.500 .050 - -0 -1 - + - .376 1.218 T .062 r 1.218 1.750 6063 -T5 ALUM. SILL ADAPTER, 1 .3/4" .500 --1-1 H 1.250 �-- :687 3.500 6063 -T5 ALUM. JAMB, 2 TRACK 6061 -T6 ALUM. REINFORCEMENT NOTES: 1. ALL DIMENSIONS ARE IN INCHES. 2. REFERENCE TEST REPORTS: FTL -3102, FTL -3116, FTL -3117, FTL -3596 f 1.452 or �---- 2.562 ___s_2, .062 A- il 1.575 2.845 ' L i 1 .125 • .L O o O 0 1.750 I--� -- .125 2.310 .375 .376 6063 -T6 ALUM. STD. INTERLOCK .093 6063 -T6 H.D. ASTRAGAL 1.750 1.000 h T ^ • • J#, Robert L. Clark, P.E. PE #39712 Structural INDUSTRIES 1070 TECHNOLOGY DRNE NOKOMIS, FL 34275 .062 .890 6061 -T6 ALUM. FIXED PANEL CLIP (TOP) 6063 -T5 ALUM. SCREEN FRAME Revsd 8y Date: F.K. 6 I 4/2/03 Drawn 8 Y Description T7Ue: 1 , 1 2.437 ---I 2.438 1.032 .375 .062 WDR 6063 -T5 ALUM. BOTTOM RAIL O 0 O 0 1.750 - 0-1 Revsd 8y F.K. C Date: 4/8/03 5/2/01 MAJOR EXTRUSION ALUMINUM. SLIDING • T 11 - 1 f -°-1 .093 125 2.000 R - Revsd F.K. .500 6063 -T6 ALUM. STD. LOCKING STILE 8Y D PROFILES Date: 4/22/03 ADD GLASS DOOR 6063 -T6 ALUM. STD. DOUBLE INTERLOCK 6061 -T6 ALUM. FlXED PANEL CLIP (BOTTOM) PROBK7 RENEWED AccePtaureM [s�q 1. LL«emir- Series /Mode!: Scale: Sheet Drawing No. P.O. BOX 1529 NOKOMIS, FL 34274 SGD -2500 NTS 6 of 9 757 Revisions: ITEMS 17,18,35,36 & 50 Rev-. ITEM Lockstile / Jamb Stile DESCRIPTION 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 43 44 45 47 49 Double Interlock Interlock Bottom Rail Top Rail Glazing Vinyl (for 3/16" Glass) Wheel Assembly Plastic Bottom Panel Guide Plastic Top Panel Guide .320 x .187 Wstp - Pile .200 x.187 Wstp - Pile #10 x 3/4 Top Rail Assy. Ph. Pan SMS 1/4 -20 x 1 1/4 Lg. Bot. Rail Assy. Screw Latch Assy - Lock Side Latch Assy. - Dummy Side #10-32 x 7/8 Latch Scr., Ph. Fl. SMS Heavy Duty Astragal Alum. Reinforcement, Astragal & Single Interlock (full length) Alum. Reinforcement. Double Interlock (full length) Frame Head Frame Srt' Frame Jamb Latch Keeper #8 x 1/2 Tr. Ph. SMS Screen Keeper Latch Keeper Spacers Jamb Bumper #6 x 5/16 Ph. Pan SMS Header Dust Plug - High Pile Fixed Panel Bracket Track Clip Guide Track Clip Cover M 6 - 3/8 Ph. PH Tek Screw ortice Lock Assembly H /Cy /12 x 2" FH SCREW 3/16" x 2 1/2 TAPCON 50 Sill Adapter, 1 3/4" PGT PN 69362 69494 69409 6707 68172 6T304K 7S -24Z 41802 41801 6FELTK 62003K 710344 71420X125 7LOCKK 7DUMY 71078 69492 612FBX 6755M 68179 68181 68180 7SDKEEP 78X12TSAZ 41804 41818K 72087K 7PPBA4 69371 76X12A Adapter 2 1/2" Hi -rise, Sill #5 x 1/2 Ph. Pan SMS 7P69G0 7P30GG 783444 Sill Dust Plug - Low Pile #8x3/4 . 614GLK 7LA134 7717FPC4 Glazing Vinyl (for 1/4" Glass) Fixed Panel Clips (TOP) Fixed Panel Clips (BOTTOM) 41814 41754 6756 7638T2 70288K 68980 68313 Keymark VENDOR keymark keymork Keymark Keymark Team Plastics Nationwide Industries PGT Industries, Inc. PGT Industries, Inc. Schlegel Schlegel Fastec Ind. Spencer Products 71 Nationwide Industries Nationwide Industries Fastec Ind. Keymark • Indalex Keymark Keymark Keymark Keymark Nationwide Industries Fastec Ind. PGT Industries, Inc_ PGT Industries, Inc. Eastcoast Rubber & Plastic Fastec Ind. Keymark Spencer Products Ultrafab Inc. Ultrafab Inc. Spencer Products Team Plastics D &B D &B PGT Industries, Inc. PGT Industries, Inc. Keymark Spencer Products Truth PPG. LOF PPG. LOF Keymark Spencer Products Elco Textron, Inc. Keymark NOTES: 1. FULL LENGTH REINFORCEMENTS = DOOR HEIGHT MINUS 5" 2. REFERENCE TEST REPORTS: FTL -3102, FTL -3116, FTL -3117, FTL -3596 VENDOR # 676 817 677 1359 667 F57831 -187 F37819 -187 1127 420X125PPMSX 1135 1132 31324 1364 664 665 1137 1138 834 1136 P6903G P3004G 717 718 646 754 756 AF -8980 3/16° Tempered Glass 1/4 Tempered Glass Screen Frame 732 Robert L Cask, P.E. PE #39712 Structural SEE NOTE 1. LIJ 3/8" GLASS BITE TYP. 3/16" TEMPERED GLASS GLASS 3/8" GLASS BITE TYP. 1 /4 " TEMPERED GLASS GLASS FROMM' RENEWED as conaplytag Bekrazg Cade *ti! She pleelda Acceptance Aia_„Qj- . ? Expiration Date ,S Mona Dade By fS4a 1. Ckca„44:k ni b+oa INDUSTRIES Revsd By: F.K. B Date: 4/2/03 Drawn By: WDR 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS, FL 34275 NOKOMIS, FL 34274 Revsd By: F.K. C SerreJ /Alodei: SGD -2500 Date: 4/8/03 5/2/01 Revision= Revsd By: F.K. D Scale: Sheet: NTS 5 of 9 Dote: 4/22/03 ADD Drawing No. mmisimw ITEMS 17,18,35,36 & 50 Description: GLAZING DETAILS & BILL OF . MAT'L Title: ALUMINUM SLIDING GLASS DOOR 757 Rev-. D REFERENCE TEST REPORTS: FTL -3102, FTL-3116, FTL -3117, F71-3596 Robert L Clark, P.E. PE #39712 Structural INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 PROW= RENEWED as compg t!e P6oigda BaldiseCede Aectaitema rt.o3 —€/ 3.4 Y 8sptratbaewe ,+741 2272S43 Mimi Dole Pt CeMul Revsd By: rats Revsd By: Date: Revisions: l Revsd 8y Oate: Revision: Drawn By: Description: F.K. 5/2/03 F.K. D 4/22/03 NEW SHEET PANEL & FRAME ASSEMBLIES rtJa ALUMINUM SLIDING GLASS DOOR Series /Yodel: Scale: Sheet: — Drawing No. Rev: P.O. BOX 1529 NOKOMIS, FL 34274 SGD -2500 NTS 4 of 9 757 D (1) TRACK CLIP ASSEMBLY INSTALLED ON EACH ACTIVE PANEL AT THE INTERKOCK POSITION TO SECURE THE ACTIVE PANEL TO IT'S RESPECTIVE SILL TRACK (2) FIXED PANEL BRACKETS INSTALLED ON EACH FIXED PANEL TO ATTACH FIXED - PANEL TO FRAME JAMB REFERENCE TEST REPORTS: FTL -3102, FTL -31 16, FTL -31 17, FTL -3596 Robert L Clark, , P.E. PE #39712 2 jrimnirr1 INSTALL W/ #10 x 1" SMS (2) } 63 1/4" 32" (1) FIXED PANEL CLIP (TOP) INSTALLED ON EACH FIXED PANEL AT THE INTERLOCK POSITION TO ATTACH FIXED PANEL TO FRAME HEAD (1) FIXED PANEL CLIP (BOTTOM) INSTALLED ON EACH FIXED PANEL AT THE INTERLOCK POSfTION TO ATTACH FIXED PANEL TO FRAME SILL INDUSTRIES Revsd By Dote: F.K. 8 /2/03 Drawn By: F.K. 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS, FL 34275 NOKOMIS, FL 34274 Revsd By: F.K. C Date: 4/8/03 7/9/01 Series/4uoder: SGO -2500 Revisions: F.K. D Score: NTS 5/2/03 Sheet: 3 of 9 INSTALL W/ 110 x 1" SMS (6) INSTALL W/ 110 x 1" SMS (6) PRODticT RENEWED a with the > olesPkYket Badding Code AccePtetste N — 0i2.3 .08 a �( c�.� FS bbmidDelk W iioi CORRECT NOTATIONS Descript on: OXXX CLIP & BRACKET ASSEMBLY VIEWS True: ALUMINUM SLIDING GLASS DOOR Drawing No. 75 7 Rev: D EXTERIOR EXTERIOR 91 1/4" MAX DAYLIGHT OPENING TYPICAL 2 1/2" OVERALL SILL HEIGHT, SEE COMPARATIVE ANALYSIS VERTICAL SECTION (OXXO) 1 3/4" OVERALL SILL HEIGHT 35 PSF MAX. — POSITIVE PRESS. ALL SIZES VERTICAL SECTION (XXXX) 95 1/4" MAX PANEZ HBGHT 96" MAX DOOR UNIT HEIGHT 44 1/8" MAX. DAYLIGHT OPENING TYP. (4) SEE NOTE 2 NOTES: 1. OXXX HORIZONTAL CONFIGURATIONS SHOWN 2. THE FIXED PANEL DETAIL IS SIMILAR AT OPPOSITE END FOR OXXO" CONFIGURATIONS. 3. REFERENCE TEST REPORTS: FTL -3102, FTL -3116, FTL -3117, FTL -3596 SFF NOTE 2 SEE NOTE 2 0,r/0 si r Robert L. (uric, P.E. PE #39712 Structural HORIZONTAL SECTION (OXXX) W/ REINFORCEMENT (DOUBLE INTERLOCK) HORIZONTAL SECTION [OXXX) W/ REINFORCEMENT (SINGLE INTERLOCK) EXTERIOR HORIZONTAL SECTION (OXXX) W/O REINFORCEMENT (SINGLE INTERLOCK) INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 49 1/8" MAX PANEL WIDTH Revsd By: Data Revsd Sy: Date: Revisions: F.K. B 4/2/03 F.K. C 4/8/03 Drawn By WDR Dote: 5/2/01 Description: HORIZONTAL & VERTICAL SECTIONS F.K. DI 5/2/03 CORRECT SECTIONS ALUMINUM SLIDING GLASS DOOR PRODUCT RENEWED as asssPirkle yids Ae PAforids Dothan Code AcceptenCe x.03 012 .3 .08 ExPisatios [)New . woe By Mail D1risiazl Senes/Atodei: Scale: Sheet: Drawing No. P.O. BOX 1529 NOKOMIS, FL 34274 SGD -2500 NTS 2 of 9 757 Rev: D 91 1/4" MAX. DAYLIGHT OPENING 14 MAX. 0.C. 6" MAX. �-+-- 2 3/4" MAX. 8 " MAX. 8" MAX. 192" MAX. DOOR 0 Robert L. Clark, P.E. PE #39712 Structural - NON— IMPACT SLIDING GLASS DOORS 1.) GLAZING: 1/4" TEMPERED & 3/16" TEMPERED (SEE COMPARATIVE ANALYSIS TABLES) 2.) CONFIGURATIONS: OX, XX, X0, OXO, OXX, XXX, WOO, OXXX, )00X 3.) TEST REPORTS & RESPECTIVE DESIGN PRESSURE RATING: SEE COMPARATIVE ANALYSIS TABLES ON SHEETS 7 & 8. a.) FTL -3102, +60 P.S.F., —60 P.S.F. W/ 1 /4T GLASS & ALUMINUM REINFORCEMENT b.) FTL -3116, +50 P.S.F., —50 P.S.F. W/ 3/16T GLASS & ALUMINUM REINFORCEMENT c.) FTL -3117, -1-35 P.S.F., —35 P.S.F. W/ 3/16T GLASS & NO REINFORCEMENT 4.) ANCHORAGE DOUBLE ANCHORS PER LOCATION AS FOLLOWS: HEAD & SILL, — 2 3/4" MAX. FROM EACH CORNER 8" MAX. FROM EACH MEETING RAIL CENTERLINE 16" MAX. D.C. OTHERWISE JAMBS — 6" MAX. FROM EACH CORNER 14 MAX. 0.C. 5.) SHUTTER REQUIREMENT. HIGH VELOCITY ZONE (HVZ) SHUTTERS ARE REQUIRED. 6.) ALL FRAME CORNERS & PANELS SEALED WITH SCHNEE /MOREHEAD SEALANT 7.) SILL RISER TO BE ATTACHED MAX. 12" FROM END AND 24" ON CENTER. 39 3/4" 11 8 — MAX. UNIT WIDTH (48" AVERAGE MAX. PER UN 2 1/4" MIN. DOUBLE FASTENERS REQ'D AT EACH LOCATION, TYPICAL HEAD, SILL & JAMBS (SEE COMPARATIVE ANALYSIS TABLES ON SHEETS 7 & 8 FOR TOTAL QUAN II1ES PER SIDE) 112 SCREW OR 3/16" ELCO TAPCON TYPICAL LOCATION ANCHOR DETAIL, INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 Revsd 8y: F.K. B Drown By: F. Description: 44 1/8" MAX. DAYUGHT OPENING Date: 4/2/03 JC �— 16".__ ■ Raysd By: F.K. C MAX. -•• 0.C. Date: 4/8/03 7/17/01 ELEVATION & NOTES Tide: f V SEE DETAIL BELOW I 1 Revisions: Raysd By: F.K. 0 SEE DETAIL BELOW 96" MAX. DOOR UNIT • HEIGHT 4/22/03 Divisia� ALUMINUM SLIDING GLASS DOOR P U T RENEWED as axeplying with the nenida Beidieg Acceptance NgL13— O /z 3 .45 r Q Expiration Date_ ity. 24 J 24:745 Et Mani DsddP l�dle Series /Model: Scale: Sheet Drawing No. P.O. BOX 1529 NOKOMIS, FL 34274 SGD -2500 NTS 1 of 9 757 Revisions: VARIOUS NOTATIONS Rev-. I 1.750 f .062 4.000 1 0 DOOR PANEL HEAD & SILL 6053 —T5 . ALUM. .250 0 WEATHER STRIP CHANNEL 5063 —T5 ALUM 2.125 .375 E d 18 HINGE EXTRUSION 6063 —T5 ALUM. — .062 1.750 O DOOR PANEL JAMB 6063 —T5 ALUM. .125 1.500 l l T( 750 L 11 TRUSS CLAMP 5063 —T5 ALUM. J .125 4.100 .062 -- 0 FRAME HEAD 6063 -15 ALUM. Robert L. Clark. P.E. PE 35712 Structural 4.675 4.100 O DOOR PANEL ASTRAGAL 6063 —T5 ALUM. T INDUSTRIES P.O. BOX 1529 NOKOMIS. FL 34274 1 .489 t 3.000 F.K. Revs? Title 8r F.K. Red By: D.B. Dram By: F.K. Description: 1.750 • .050 — OUTSWING THRESFOLD 6063 —T5 ALUM. 3.000 -- 1.489 7/31/02 E —NO CFHO THIS SNT Date: Revisions: 01( 28/0 ADDED Sig S OF 5 Do e: Revisions: 1 17 0t ADD 2P LOCK Fate: 11/20/01 EXTRUSION PROFILES 1070 TECHNOLOGY O F 3 275 "E ALUMINUM FRENCH DOOR ---- 1.480 ----- .050 CD FRAME JAMB 6063 —T5 ALUM. tipprmee l e 3 complying %rllh the Ftorlda s relit. ••e NDOAide it Mimi Dade Prouel o Series/Nods): FD — ;01 Scole: Sheet: Drawing No. Rev: NTS 5 of 5 944 alb 410 Ilim till IP uQ tee 3/16" CR 1/4' W/ #12 HO TAPCONS (SEE NOTE 2) TYP. HEAD #10 WOOD SCREW 'ANCHOR FASTENERS ARE STAGGERED IN JAMBS TYP. JAMB 3/16 OR 1/4 W/ #12 HD TAPCONS (SEE NOTE 2) 1 1/2 MIN. 1 1/4' MN. 1x WOOD BUCK 1/4" 1 1/2" MIN. MAX. 110 WOOD SCREW MIN. 2x yt` _WOOD BUCK • 3/16" OR 1/4" W/ 112 HO TAPCONS (SEE NOTE 2) TYP. SILL 1 1/4" M111. 1/4" MAX. TYP. HEAD L MIN. 2x L ITEM WOOD BUCK TYP. JAMB GROUT MUST TRANSFER SHEAR LOAD TO SLAB. F 1)4- MAX. 1x WOOD BUCK 1 DOOR PANEL, HEAD /SILL (AL 6063- T5/.062 WALL) 2 DOOR PANEL, JAMB (AL 6063- T5/.062 WALL) 3 DOOR PANEL ASTRAGAL JAL. 6063- T5/.062 WALL) 4 .250 x .187 FINSEAL STRIP L 5 WSTP CHANNEL (AL. 6063 -T5/ -050 WALL) 6 FRAME JAMB (AL 6063- T5/.050 WALL) 1/4" 7 FRAME HEAD (AL 6063- T5/.052 WALL) MAX 8 SILICONE 4 OUTSW. THRESHOLD (AL 6063- T5/.050 WALL 10 5/16x18 THREADED ROD 11 TRUSS CLAMP (AL. 6063- T5/.062 WALL) 12 5/16x1/16 TRUSS WASHER 13 5/16x18 TRUSS NUT 14 FRAME SO. COVER CAP 15 STRIKE PLATE 16 STRIKE PLATE INSERT 17 #10x3/4 SCR. FLT. HD. PHIL 18 HINGE ASS'Y. DESCRIPTION 19 (10x1 FLT. HD. PHIL 20 #10x1/2 FLT. HD. PHIL. 21 TOP BOTT. SLIDE BOLT LOCK 22 64/2 FLT. HO. PHIL. 23 8x1 1/2 SCR. PN HD. QUAD. 24 6 x 5/8 Ph. Fl. SIAS 25 LOCK SUPPORT ASSY. 26 #6x3/4 FLT. HD. PHIL 27 .200 x .190 OWN 28 .375 x .190 QLON 29 3 POINT LOCK ASS'Y. 30 LOCK (ACTNE) 31 LOCK (DUMMY) 32 DEAD -BOLT LOCK 33 3/16" TEMPERED 34 SEAM SEALER 35 3/16" GLAZING BEAD 36 2 POINT LOCK OPTION Robert L. park. P.E. PE 139712 Structural PGT# OTY. 60375 2 (1) 60376 2 (1) 60377 2 (1) 67924G 8 (4) 60379 60380 60411 62899C DOW CORNING 61069 1 (1) ALUMAX 6TRODA 4 ( 2) (1 /door top & boL rail) FASTEC INDUSTRIAL 60378M 8 (4) (2 /ea. door top & bot. rail) ALUMAX 7WASHA 8 (4) (2 /ea. door top & bot. rail) . FASTEC INDUSTRIAL 7JNUTA 8 4 2 ea, door to. & bot. rol) FASTEC INDUSTRIAL 41722W 10 (5) VINYL TECH. 7FRSPX 1 (1 41721 1 71034A 2 (2) 7FRMOW 6 (3) 71OX1W 26 (13) 71OX12PPW 30 (15) 41720 2 (0) 7612FW 4 78112A 2 7658PFA 28 4UBLOK 3 7634F 6 60200K 5 (4) 60300W 4 (3) 7BLTIP 1 651.155W 2 7974LAB 1 INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.D. BOX 1579 NOKOMIS, 11, 34274 (2 /eoch door top & hot. roil) 4 (2) 2 (2 (3 /frame jambs) (6 /hinge - hinge -door jomb) (5 /hinge &hinge- -frame jamb) (1 0 tap /bat. of I.h. astragal) 4) (2 /slide bolt locks) 122 (6 /head & sill) 14) (2 /hor. bead, 5 /ver. bead) 2 4 65170 8 (4) (used w /3/16" (1) NOTES: 1. B.O.M, OTY'S IN BRACKETS ARE FOR X CONFIGURATION AN 2. USE MAMI -DADE COUNTY APPROVED TAPCONS. 3. SEE ANCHORAGE SPACING NOTE 4. SHEET 1 OF 5 ( 1 /Jock) 2 /lock support assy.) (1 /osuogals fr. iambs & head) (1 /ostroaals & frame iambs) FD3PTAY 1 1 0 r.h_ astro•ol 7LOKAP 1 (1} 0 r.h. astragal) 7LOKIP 1 (0) 0 1.h. astragal) (0 F.K. Roost! By: F.K. Revsd By: 0.8. 013..43 8y: D.B. ritte: Seri cs/Wodet: FD -101 r.h. astragal) LOCATION 7/31/02 11/17/00 ADO 2P LOCK /5/47 Dascr:pt:on: ANCHORAGE &• 8.0. M. Scale: Sheet: NTS 4 0 5 ALUMAX ALU MAX ALUMAX SCHLEGEL CORP. ALUMAX ALUMAX ALUMAX E -CHO TO TAPCONS Dote: Revisions: 01/28/02 NO CHO THIS 5 Oaf*: Revisions: CAMCORP VINYL TECH. VENDOR MERCHANTS FASTENER NATIONWIDE IND. ALUMINUM FRENCH DOOR MERCHANTS FASTENER MERCHANTS FASTENER VINYL TECH. FASTEC INDUSTRIAL FASTEC INDUSTRIAL AQUA FASTENERS VINYL TECH. FASTEC INDUSTRIAL SCHLEGEL CORP. SCHLEGEL CORP. VINYL TECH. HARLOC HARLOC HARLOC PPG. LOF SCHNEE MOREHEAD glcss) FLORIDA SCREEN SULLIVAN & ASSOC. App raved a. complying with the Florida Dahlia Date NOAN ML■,ol Duda Yrtduct C Drawing No. 944 VENDOR AF -10375 AF- 10377 899 AF -10376 FS7924 -187 AF -10379 AF -10380 AF -12376 AF -12375 AF -10378 41722W 41721 41720 4UBLOK 0200X190 0375x 190 FD3PTAY 100 880 820 2 05 -005 Rev: E COMPARATIVE ANALYSIS WIDTHS FOR: - XX CONFIG. HEIGHTS 80.000 (7) 84.000 (7) 95.500 (8) 48.000 (6) NEG -1026 -96.9 -83.6 POS 60.0 60.0 60.0 60.000 (8) NEG . -85.8 -80.9 -69.4 POS 80.0 80:0 60.0 7't.750 (8) NEG . -60.0 -60.0 -60.0 _POS 60.0 60.0 60.0 95 1/2" MAX. HEIGHT r ..._ 37 3/2" MAX. WIDTH 25 11/16" MAX. DAYLIGHT OPENING 36" AL 13" MAX O_C. 6" MAX. I 6" MAX. 13" MAX. 0.C. TYP. HEAD & SILL TYP. BOTH JAMBS 13 1/4" HINGE - CENTERLINE 13 1/4' HINGE CENTERLINE 84 5/8" MAX. DAYLIGHT OPENING 47 3/4" HINGE CENTERUNE 95 1/2" MAX. HEIGHT 36" 13 1/4" HINGE CENTERLINE - TYP. BOTH JAMBS A 6" MAX. -- 13' MAX. O.C. TYP. HEAD & SILL 25 11/1S" - MAX. DAYUGHT OPENING NON- IMPACT DOORS 1.) GLAZING: 3/16" TEMPERED 2.) CONFIGURATIONS: X. XX 3.) DESIGN PRESSURE RATING: SEE TABLES A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 - 98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. 4) ANCHORS: HEAD & SILL; MAX. 6" FROM CORNERS. (XX ONLY) MAX_ 6" & 10' ON EACH SIDE OF MEETING RAIL CENTERLINE. MAX. 13" SPACING_ JAMBS- MAX. 5" FROM CORNERS. MAX. 13' SPACING. (STAGGERED - SEE SHEET 4) 5.) MIAMI -DADE COUNTY APPROVED HURRICANE PROTECTIVE UNIT IS REQUIRED. 6.) SEALANT TO BE APPLIED AROUND FRAME & PANEL CORNERS. DEAD BOLT & LEVER HANDLE. 7.) REFERENCE TEST REPORT: FTL -2333 8.) SEE SHEET 2 FOR SECTION DETAILS. 71 3/4" MAX. WIDTH COMPARATIVE ANALYSIS FOR: X CONFIG. HEIGHTS WIDTHS . 80.000 (7) 84.000 (7) 95.500 (8) 24.000 (2) 30.000 (3) 37.500 (3) NEG 'POS NEG POS NEG POS -1026 60.0 -85.8 60.0 -80.9 60.0 -60.0 60.0 -96.9 60.0 -60.0 60.0 -83.6 60.0 -69.4 60.0 -60.0 60.0 47 3/4' HINGE CENTERLINE TYP. BOTH JAMBS 13" MAX. O,C. 6 MAX. TTP. BOTH JAMBS ANCHORAGE DETAIL SEE NOTE 4 INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS; FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 F.K. Rend By: F.K. ke .sd 8y: D.B. yawn gY 0.8. Rite: • I/) e GLAZING �� -� 7/16" CLASS BITE BEAD GLAZING DETAIL 7/31/02 swiet/moist FO -101 E -ADD ANCHOR LOC. Dais: 01/ 28/02 Da : 11/17/00 Data: 5/97 RM»eiona: ADD SHT 5 & TABLE Revisions: ADD 2P LOCK Dearription: EXTERIOR ELEVATIONS - X & XX ALUMINUM FRENCH DOOR Scale; NTS QUANTITY OF ANCHORS PER SIDE 3/16" TEMPERED GLASS Sheet: ' of 5 SILICONE Approved az ealoplyl with the Florida uldln Code Dace ND AA Miami Dade Product Cooing By Drawing No. 944 Rev: F - --I 6" ( 10" -- I Roblin L. Clark. Q.E. P: #34:12 Structural 13 1/4 " HINGE CENTERUNE TYP. BOTH JAMBS 84 5/8" MAX. DAYUGHT OPENING NOTE: NUMBERS IN PARENTHESIS ARE MINIMUM AC' �n J�m I EXTERIOR 95 /2" - MIAX. HEIGHT '93 5/8" OVERALL PANEL HEIGHT 84 5/8" MAX. DAYLIGHT OPENING a L VERTICAL SECTION HORIZONTAL SECTION - XX CONFIG. HORIZONTAL SECTION - X CONFIG. Robert L Clark. P.E. PE ;39712 Structural EXTERIOR 71 3/4" MAX. WIDTH 25 11/16" MAX. DAYLIGHT OPENING TYP. (2) 68.264" OVERALL PANEL WIDTH 25 11/16" MA DAYLIGHT OPENING 37 1/2" MAX. WIDTH INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMS. FL 34275 P.o: BOX 1529 NOKOMIS, FL 34274 F.K. Revsd 9j F.K. Rew,d a D.B. Drawn 8Y D.B. Description: SECTIONS Tale: FD -101 7/37/02 E -ADD MAX. DIALS bole: Revisions: 01 NO GHG THIS SHT Dote: Rcvisian 1 1 /17/0G ADD _2P LOCK Date: 9/5/97 ALUMINUM FRENCH DOOR Seriez /Madiih Scots: Sheet NTS 2 or 5 Appeared � t es toldyiej with the Flo rida : a 3 Dale fl Nom, 04,41Ele,Wire Mimed Dade ProdLectC Di ea By Drawing No. 944 3' Rev: E .y • MIA M I•DADE lUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PGT Industries 1070 Technology Drive Nokomis, FL 34275 . SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (ART). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein; and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. . DESCRIPTION: Series "FD -101" Aluminum Sidelite APPROVAL DOCUMENT: Drawing No. 992, titled "Aluminum Sidelite", sheets 1 through 5 of 5, dated 11/17/03, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Approval stamp with, the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. . MISSILE IMPACT RATING: None • 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 Mianii -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 consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. . The submitted documentation was reviewed by Theodore Berman, P.E. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. NOA No 03- 1223.01 Expiration Date: March 04, 2009 Approval Date: March 04, 2004 Page 1 1/4" MAX. SHIM OPTIONAL 1x WOOD BUCK (SEE NOTE 2)_ _ Revsd By Dare: Revsd By: Date Rend By: Date Drown 8y Date F.K. 11/17/03 Revisions: Re Visions: Revisions: Checked BY- Dale: TYPICAL HEADS (WOOD) #10 SCREW (CONCRETE) 1 1/2" • MIN. f 2x WOOD BUCK (SEE NOTE 2) 3/16" TAPCON (SEE NOTE 1) 1 1/4" MAX. SHIM —� -�-- 1x WOOD BUCK (OPTIONAL WITH SOLID CONCRETE SUBSTRATE) (SEE . NOTE 2) 3/16" TAPCON (SEE NOTE 1) .TYPICAL JAMBS NOTES: 1. USE ONLY MIAMI —DADE COUNTY APPROVED ELCO OR ITW TAPCONS. 2. A — IN MIAMI —DADE COUNTY, INSTALLATION TO CONCRETE OF WOOD BUCKS TO BE ENGINEERED, PROPERLY ATTACHED TO TRANSFER LOAD AND TO BE REVIEWED BY BUILDING OFFICIAL. B — OUTSIDE MIAMI —DADE COUNTY, INSTALLATION TO CONCRETE OF WOOD BUCKS TO. BE ENGINEERED BY OTHERS OR AS APPROVED BY BUILDING OFFICIAL. 7070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 2x WOOD BUCK (SEE NOTE 2) 1 1/4" MIN. (CONCREIL "OR HOLLOW •, CONCRETE - BLOCK) 1/4 MAX. SHIM 1/4" MAX: SHIM 1/4" . MAX. SHIM. OPTIONAL 1X WOOD BUCK (SEE NOTE 2) De= aiption ANCHORAGE rxr_• ALUMINUM SIDELITE Seriea/M, et FD-101 Sc9c Sheet: #10 SCREW TYPICAL SILLS NTS 5 a 5 (WOOD) 1 1/2" MIN. 2x WOOD BUCK (SEE NOTE 2) 3/16" TAPCON (SEE NOTE 1) (CONCRETE) 3/16" TAPCON (SEE NOTE 1) (CONCRETE) or,+„ tb 992 1 1/4" MIN. Rcv: Lucas A. Turner, P.E. PE :t53201 MecY.anicaf COMPARATIVE ANALYSIS (DESIGN PRESSURES PSF) GLASS FTL -3923, 3/16" TEMPERED TYPES: FTL -3922, 5/8" 1.G. (3/16 "T, 1/4 "SPACE, 3116 "T) SIDELITE WITH SIDELITE HEIGHT 79 3/4" 83 3/4" 87 3/4" 95 3/4" 10 3/4" 100.0 -210.0 100.0 -202.5 100.0 -192.7 100.0 -175.6 11 7/8" 100.0 -194.6 100.0 -184.6 100.0 -175.6 100.0 -160.0 12 3/4" ' 100.0 -182.4 100.0 -172.9 100.0 -164.4 ( 100.0 -149.7 19" 100.0 -127.8 100.0 -120.9 100.0 -114.8 100.0 -104.1 21 3/4" 100.0 -113.9 100.0 -107.6 100.0 -102.0 92.4 -92.4 27 3/4" 93.3 -93.3 *88.0 -88.0 83.2 -83.2 75.1 -75.1 36 3/4" 60.0 -60.0 60.0 -60.0 60.0 -60.0 60.0 =64.0 95 3/4" 1MAX. HEIGHT Revd By Revsd By: Revsd By. 84 1/2" MAX. DAYLIGHT OPENING 6" MAX. .13 1/2" MAX. O.C. I Date: Revisions. Date: Date: Drawn By: Date: F.K. 19/17/03 Revisions: R e .i sldns: Clerked By: Date. 36 3/4" MAX. WIDTH 33 1/2" MAX. DAYLIGHT OPENING OUTSIDE NOTES: NON- IMPACT S1DELITES 1. GLAZING OPTIONS: A. 3/16 TEMPERED GLASS. 6. 5/8" I.G. GLASS COMPRISED OF (2) LITES OF 3/16" TEMPERED GLASS WITH A 1/4" AIR. SPACE. 2. DESIGN PRESSURE RATINGS:. (SEE TABLE BELOW) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). 3. ANCHORAGE (UNDERLINED DIMENSIONS): 3/16" TAPCONS OR #10 SCREWS HEAD. SILL & JAMBS: 6" MAX. FROM CORNERS AND 13 1/2" MAX. 0.C. . 4. MIAMI -DADE COUNTY APPROVED SHUTTERS ARE REQUIRED IN MIAMI -DADE AND WHERE IMPACT RESISTANCE IS REQUIRED. 5. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 6. NOT INTENDED FOR DIRECT ATTACHMENT TO FRENCH DOOR - MIAMI -DADE COUNTY APPROVED MULLION OR STRUCTURAL MEMBER REQUIRED BETWEEN SIDELITE AND DOOR. 7. REFERENCE TEST REPORTS: FTL -3922 AND FTL -3923. W70 TECFIIVOLOGY DRIVE NOKON.iS; FL 34275 P.O. PDX 7529 • NOKOAMIS, FL 34274 Visibly Better Desraiyrion: • ELEVATION, NOTES AND DESIGN PRESSURES Ttic ALUMINUM SIDELITE Set;es/Modot Su4 Sneet FD-101 NTS 1 a 5 Oraw■+g No. 992 1 4x3:.4. Tjrrier. P.E. P E:156201 di._a�rti:�: 3/16" TEMPERED --� • GLASS • 1/4" AIR SPACE Revsd By Revsd By. Revsd By. Drawn 8y. F.K. OUTSIDE Oat Revis:orss: Oat. • ,Revisions: Dale Revisions: Date. Chect.td 11/17/0 .5/8" I.G GLAZING DETAIL Date: 5 /B" OVERALL - 3/16" TEMPERED GLASS 1/2" NOM. C LASS BITE l(7( TECHNOLOGY DRIVE p•OKOAi1S, FL 34275 • P.D. BOX 1529 NOKOAUS, FL 34274 OUTSIDE F tT Visibly Better --- 3/16". TEMPERED GLASS 3/16" GLAZING DETAIL Oe>orpeom GLAZING DETAILS rae. ALUMINUM SIDELITE Seriec•bladet FD-101 Scat: lx Sheet a 5 Or, 992 1/2" NOM: GLASS BITE R LGC3S A. Turner, P.E. PE 1t58201 tA�cr.ar,�caf Revsd By: Revsd By: Revsd By Drawn 8y. F.K. MAX. HEIGHT MAX. DAYLIGHT OPENING OR Dale: Dale' Dale: Date: 11/17/03 VERTICAL SECTION Revisions: Revisions: Revisions: Chec&ed 8y. 3.100" Date: OR CORNER 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 • P.D. 80X 1529 NOKOMIS. FL 34274 MAX. DAYLIGHT OPENING MAX. WIDTH 3.100" R 11 HORIZONTAL SECTION CONSTRUCTION (JAMB ADAPTER REMOVED) PGT Visibly Better Dexripaan SECTIONS AND CORNER CONSTRUCTION ALUMINUM SIDELITE serk F .j FD -101 Scale: 1/2x Sheet 3 a• 5 Dr.. n9 No. 992 Bca- Apprgrad ,ea oars M.i4 . -... r• :. Dieu • 0 eat WWI 1 : - t 0.1 mwsd -: Lucas A. Turner. P.E. PE V50201 Mechanical f 8- 16 -02; 1:41PM;I M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (OCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below, The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AI-11 (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the high Velocity I Iurricane Zone of the Florida Building Code. DESCRIPTION: Series HR-201 Aluminum Horizontal Sliding Window with Ileavy Duty Meeting Rail APPROVAL DOCUMENT: Drawing No. 26S -2, titled "Alum. lloriz. Roller (IID. MTG. Rail) ", sheets 1 through 9, prepared, signed and sealed by Robert Clark. P.E. dated 5/10/02, hearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, statc 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 codc negatively affecting the performance of this product. TERMINATION of this $■OA 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 terntination 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 he 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. The submitted documentation was reviewed by Raul Rodrigues + # 2/ 11 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WFST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33 130 -1 563 (305) 375 -2901 FAX (305) 375 -2908 NOA No 02- 0313.09 Expiration Date: June 27, 2007 Approval Datc: June 27, 2002 Page I w TYP. HEAD .SECTION TO CONCRETE • E TYP. SILL SECTION TO CONCRETE r 1 1/4" MIN. 1 APPROVED WOOD BUCK I 1/4" MAX. SHIM 1/4" TAPCON w/ # HD. (SEE NOTE 1) (SEE NOTE 1) 1/4" TAPCON W/ #12 HD. I f 1 /4" MAX. Slim( 1 1/4" M1N. NOTE: 1. USE MIAMI —DADE COUNTY APPROVED ELCO OR 1TW TAPCONS. (4151 MINIMUM SHEAR RATING AT 1 1/4" EMBEDMENT) d 1 TYP. HEAD SECTION TO WOOD TYP. SILL SECTION TO WOOD 2 . 7 APPROVED 1 / w000 BUCK MIN. 1/4" MAX. SHIM /12 WOOD SCREW I A i RoUtR L Clock. . P.E. PE 139712 Etrocturo1 IT INDUSTRIES 1070 TECHNOLOGY MK NOKOMIS. fi. 34275 P.O BOX 1529 NOKOMS. rt. 34274 Rerse 8r Rerse Or FK Oro 'en By: F. K. Sties /N.5.1: HR -201 Dote: note: 4/23/02 Dale: 1/23/02 Stoss: NTS Revisions: CHG TO 1/4 TAPCON5 S7uct: 9 a 9 112 WOOD SCREW 1 1 / 4" MAX. SHIM 1 1/2" MIN. APPROVED WOOD BUCK (SEE NOTE 1) 1/4" TAPCON W/ 112 HD. 1/4" MAX. SHIM APPROVED WOOD BUCK /12 WOOD SCREW TYP. JAMB SECTION TO CONCRETE • De ser ip : ANCHORAGE DETAILS rate: 1 1/4" MIN. 1/4" MAX. SHIM APPROVED w000 BUCK 1 1/2" MIN. TEST REPORTS: FTL -3327 FTL -3328 FTL - 3329 Eft - 3330 FL-3331 FTL -3332 FTL -3333 F1L -3334 TYP. JAMB SECTION TO WOOD Approved es ct,aiptyiap wUb Itte Barad guiding Code );lace 3 t. t7 , •^+ z NORM oz —• 1 I ". 01 M1t 1DadePn,d.tct Ai By ALUM. HORIZ. ROLLER (HD. MTG. RAIL) Orowin9 No. Rer 268-2 A Item 1 3 5 6 8 9 111 12 13 14 227 End Cap 15 16 225 Roller Housing & Guide 17 226 Rollers, Brass 18 221A Sash Side Rail 19 1001- Wstp. Bulb Vinyl 20 222A Sash Meeting Rait 21 1096 ' Sweep Latch 22 1016 #8 x .625 , Ph. F1., SMS 24 25 26 •27 28 33 34 35 36 37 38 39 40 41 42 43 Dwg # 215B Flange Frame Head 1155 #8 x 1.000 , QUAD Pn., SMS 110 Sash Stop 264 Main Frame Sill 265B Main Frame Sill Adapter 1298 Weep Role Cover 218A Flange Frame Jamb (Fixed, XO ONLY) 6063 -T6 219 Flange Frame Jamb (Operable) 1003 Wstp., Bulb Vinyl 1072 Wstp.,.167 x .200, Fin Seal 223A Sash Top & Bottom Rail 242 Sash Top Guide (Anti-rack) #8 x .25, QUAD Pn. SMS DSB Glass 3116" Annealed Glass Description 3/16" Tempered Glass 1/2" Insulated DSB/DSB 112" Insulated DSB/3/16" Annealed 29 ! 1265 -3 3/32 x 114 x 1 Setting Block 30 1267 1/8 x 1/2 x 1 Setting Block 31 1014 Screen Frame 32 1013 Screen Corner Key 1073 Screen Spring 1278 Screen Pull 1618 Screen Spline Screen Cloth 267 H.D. Fixed Meeting Rail 2718 Glazing Bead (SSBIDSB) 2719 Glazing Bead - (3/16 ") 1263 Glazing Bead - ( 114") 241 Glazing Bead - (112" Insulated) 1274 Glazing Bead - (tor Grill Kit - SSBIOSB) 1237 Glazing Bead - (tor Grill tit - 31161 Sticone Adhesive Dow 899 or Equal 6063 -T6 Fastener 6063 -T5 6063 -T5 6063 - T6 Plastic 6063 -T5 linty Wthrstrip 6063 -T6 Plastic Plastic Fastener Plastic Brass Part 6063 -T6 Wthrstrip 6063 -T6 Cast Part Fastener Glass Glass Glass Glass Rubber Rubber Aluminum Plastic Spring Steel Plastic Rubber 6063 -T6 Rollform Bd. Rollform Bd. Rollform Bd. Plastic Plastic Plastic Mat'I A 6215W,BT 781PQA 66387 6264 62658W,B,T 71298 6128W,B 61088 66601 67919G 6223W,B,T 42105 42114 78X14PQAA 42112N 78RWHL2 6221 W,B,T 64664 6222W,B,T 71096 7858 PGT# 712653K 71267N 61011 41903 78835M 70409K 66155K 61816 6267 65196 65016 65133 6VT48 6681274 6G B1237 1.605" H.D. FIXED MEETING RAIL MAT'L: 6063 —T6 DWG# 267 L816 SASH SIDE RAIL MAT'L: 6063 —T6 DwG# 221A if/ Robe 1. Clark, P.E. PE X 39712 Struciwol INDUSTRIES 1070 TECNNOLOCY ORNE NOtCOutS. FL 34275 P.O. BOX 1529 NOKOMIS. Ft 34274 Re•sd ay: Revs( a FK Drawn ay F.K. rare: Series /mac:a NR -201 1.062" SASH TOP & BOTT. RAIL MAT'L: 6063 —T6 DWG# 223A _062 " ----- Date: SASH MEETING RAIL MAT'L: 6063 —T6 DWG# 222A Ooh: 4/23/02 Doh: 1/23/02 1.750 TEST REPORTS: FTL -3327 FR.-3328 FR. -3329 fTL -3330 FTL -3331 FTL -3332 F7L -3333 FR. -3334 sco e: NTS Revisions: Rc•visians: CI-1G ALLOY DESIC. Sre+t 8 a, 9 .050" 1.457" Oescrnr'an: EXTRUSION PROFILES & B.O.M. ALUM. HORIZ. ROLLER 'HD. pro w.inq Appro.ed to saaP17 with the fla 4� Nom oa. •D'7 .0 1 Mitsui Dads rrflduct MTG. RAIL 268 -2 Rev: A MAX HEIGHT OUTSIDE FIXED LITE DAYLIGHT OPL KING 2" VERTICAL SECTION INSIDE OPER LITE DAYLIGHT OPENING TEST REPORTS: FTl —3327 FTL — 3328 FTL -3329 HORIZONTAL SECTION OUTSIDE ( MONOLITHIC GLASS OUTSIDE INSULATED GLASS 3/16" ANNEALED I OR } 3/16" TEMPERED Robert 1. Cfah, P.E. PE 139712 Str:.-cluruf INSIDE FIXED LITE DAYUGHT OPENING OUTSIDE MAX WIDTH 7/16" NOM. GLASS BETE (4} � — TY P. J I Cr4 NI * 1:1 1/8" ANNEALED 3/16" ANNEALED 3/16" AIR SPACE 1/2" NOMINAL INSULATED GLASS GLAZING DETAILS F%T INDUSTRIES 1070 TECHNOLOGY OiVE NOKOWS. cL 34275 P.O. 80X 1529 NOROMTS. fl 34274 Rersd 8y. Rev F K Oru-n 8? F. K. Descr:pNon: Scrks /Model: HR -201 Dote: owc 4/23/02 Dote: 1 /2/o2 XOX SECTIONS & GLAZING, Scale: NTS Rcl•iz:om- Re.•:sions: ADO !NT /EXT DESIG. rue: ALUM. HORIZ. ROLLER (1-1D. St.oei: Dlo,ri tQ No. 258 -2 6 w 9 INSIDE OPER. LITE DAYLIGHT OPENING TYP. (2) }lurinls Di 414 Cate !late 'MO ` t4nisoi Divistaa Ry 1 20Wx63H MTG. RAIL) R A VIEW A -A CORNER CONTRUCTION OR 1.542 "- -- ---- -{ L l ..SZ .062 " ---- C TEST REPORTS: FTL -3327 Ff t -3328 FTL -3329 FTL -3330 FTL -3331 FT1-3332 FTL -3333 FTL -3334 FRAME JAMB(OPERABLE) MAT'L: 6 -T5 DWG# 219 1.542" 2.209" 2.124" FRAME JAMB(FIXED) MAIL: 6063 -T6 DWG# 218A Robeh L. Chin. P.E. PE 139712 SUltivrOl 1.827" 2.824" F' INDUSTRIES P.Q. BOX 1529 NOX01.115. FL 34274 2.000" FRAME HEAD MAT'L: 6063 -T6 DWG# 2158 FRAME SILL MAIL: 6063 -T5 DWG# 264 Re se 8y: Rrvsc sy FK . . Drown By F.K. Dote: acre: 4/23/02 Dote '1/23/02 .050" Revisions- .062" Revisions: ADO CORNER DET i- --.875 —1 .781" L SILL ADAPTER MAT'L: 6063 -T6 , DWG# 265B 2.428" SASH STOP MAT'L: 6063 -T5 DWG# 1 10 nppruccd t s cuargl }inr sad. Ore „ Florida D uiidz Code Miami d ' o lAfaml Ordr Product Coo u1 Drscr oa: EXTRUSION PROFILES & CORNER DETAIL NOXOWS. FL . 34275 Ttte: 1070 TECHNOLOGY LANE ALUM HORIZ. ROLLER (HD. MTG. RAIL) Series /Modrt Sccra: Shoe; Drawing Na. Rev: HR -201 NTS 7 of 9 268 -2 A MAX HEIGHT OUTSIDE FIXED LITE DAYLIGHT OPENING �--- VERTICAL SECTION INSIDE OPER LITE DAYLIGHT OPENING TEST REPORTS: FTL - 3333 FTL -3334 OPER. UTE DAYLIGHT OPENING Roden L Clor:. P.E. PE 139712 _tructurol MAX WIDTH HORIZONTAL SECTION OUTSIDE 6 MON OLITHIC GLASS v 1 :041LI. 3/16" -ANNEALED OR 3/16 TEMPERED GLAZING DETAIL INDUSTRIES 1070 TECHNOLOGY ORIVE NOKOMIS. FL 34275 P.O. BOX 1579 NOKOMIS. FL 34274 Revsd By: Rc.,sd B FK Orc M 8y: F.K. Descrpt:on: FIX ED UTE DAYLIGHT OPENING INSIDE © OUTS INSIDE Dote: port: 4/23/02 Dote: 1/23/02 Rc.isinns: Re+4sions: AO0 1NT /EXT DESIG. Ammo-v.1 on complying rind) the Florid. Bu:JinF Code o *Z. Dote 3 .lvt 2 7 NOAI - • t MianitDade / r. D By Division, OX, XO SECTIONS & GLAZING, 74Wx63I Title: ALUM. HORIZ. ROLLER ('HD. MTG. RAIL) ]! Srrierfllo01: Sco1c: 5»eet: Dro..in Na Rev.. I HR -201 NTS 4 a 9 268 -2 A i o - 58 1 /E FIXED DAYL OPE x 17" MAX. _1 GLASS TYPE; A. 3/16" ANNEALED (FTL- 3328)', • • :4;•': C.L1/2' I.G._- 31,16A,3/1HS 8A -3329) : • • • . • 8.�3/t6•TEMPERE =D {FTL 3327} • -• • WINDOW HEIGHT WINDOW WIDTH 53.125 (6) 74.000 (7) 90.000 (7) 106.375 (8) 111.000 (8) 120.000 (8) 26.000 (2) 38.375 (3) f 44.000 (3) 50.625 (4) 63.000 (4) 52.4 -48.4 48.4 -43.3 56.0 1 -88.9 56.0 -79.5 NEG POS NEG A - 135.0 56.0 -84.5 POS 1 NEG POS NEG ) POS NEG 56.0 - 73.0 56.0 -61.2 ( 56.0 -82..6 - 135.0 56.0 -135.0 . - 135.0 56.0 -84.5 A. ' -92.9 56.0 -64.6 COMPARATIVE ANALYSIS - TABLE 3. 52.4 ( -48.4 48.4 -43.3 56.0 1 -130.3 56.0 -108.5 56.0 1 -73.0 56.0 -61.2 56.0 1 -56.2 55.0 -48.3 56.0 -82.6 56.0 -61.2 48.3 -37.4 POS 58.0 560 56.0 37.4 56.0 1 -107.8 56.0 -87.5 56.0 - 56.2 56.0 -48.3 B. -131.5 56.0 -131.5 C. -92.9 56.0 A -64.6 -79.4 56.0 -52.4 -88.9 56.0 -88.9 . -79.4 56.0 -52.4 A. - 63.7 56.0 -43.8 8. - 63.7 56.0 -63.6 C. - 57.3 50.9 -43.8 A -58.7 52.8 -42.0 52.6 1 -58.4 - 52:6 -58.4 42.0 -39.4 39.4 -36.5 38.2 -36.6 36.6 -33.8 B. -58.7 C. -52.8 52.8 -58.4 46.9 -42.0 A -50.9 45.8 t -38.2 B. -50.9 45.8 -50.0 C. -45.8 40.7 -38.2 43.8 1 -40.8 40.8 -38.0 56.0 1 -63.6 56.0 -63.6 43.8 1 -40.8 40.8 . -38.0 I 42.0 1 - 39.4 39.4 -36.5 45.0 1 -50.0 45.0 -50.0 38.2 1 -36.6 36.6 -33.8 56.0 =64.8 48.3 -37.4 43.3 -34.9 56.0 -57.3 43.3 -34.9 38.0 -31.5 56.0 -52.5 38.0 -31.5 36.5 , -30.6 52.5 -51.5 36.5 • -30.6 33.8 -29.2 45.0 -50.0 33.8 -29.2 56.0 37.4 34.9 51.5 34.9 31.5 47.2 31.5 30.6 46.4 30.6 29.2 45.0 29.2 TABLE NOTE: NUMBERS IN (} PARENTHESES ARE MINIMUM QUANTITY OF ANCHORS PER SIDE. 6" MAX. TIP. 57" MAX OPER. LITE DAYLIGHT OPENING TYP. (2) 63" MAX. HEIGHT 26 1/2" MAX OPER. UTE DAYLIGHT OPENING TYP. (2) 56 1/4" - MAX FIXED UTE DAYLIGHT OPENING 18' MAX. E-- - SPACING -I 1 TYP. I MAX LITE GHT L ING NON- IMPACT WINDOW NOTES: 1, GLAZING: 3/16" ANNEALED, 3/16" TEMPERED, 1/2" IG (3/1 6A.3/16S, I /8A) 2. DESIGN PRESSURE RATING: SCE TABLE 3. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. 8. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TAKES ASTM E 1300 -98. 3. CONFIGURATIONS: XOX 4. REFERENCE TEST REPORTS: FTL -3327. FTL -3328 & FTL -3329 5. SHUTTER REQUIREMENT: MIAMI -DADS COUNTY APPROVED SHU'T'TERS ARE REQUIRED. 6. NARROW JOINT . SEAM SEALANT IS USED ON ALL CORNERS AND AT EACH FIXED MEETING RAIL. 7. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS AND PER SHEET 9. HEAD & SILL: MAX. 6" FROM CORNERS. MAX. 6" ON EACH SIDE OF MEETING RAIL CENTERLINE. MAX. 18 SPACING. JAMBS: MAX. 6" FROM CORNERS. MAX. 17" SPACING. 8. SEE SHEET 6 FOR GLAZING DETAILS. 9. PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. 10. SEE SHEET 7 FOR 'CORNER CONSTRUCTION INFORMATION. x 6" MAX. rrP. Robed L. Clark. P.E. PS /39712 Structural 6 MAX. it OUTSIDE - SEE SHEET 6 FOR SECTION DETAILS FAT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. ii 34274 6' MAX. [ s 6" MAX MEETING RAIL CENTERLINE (SEE ANCHORAGE NOTE 7) 120' MAX WIDTH Revsa er: Revsd 9 : FK . Drown ar: F.K. Description: 4/23/02 /23/02 Revisions: 6" MAX Revisions: ADD ANCHOR DIM. XOX ELEVATION. 7 20Wx 63H A Pr(1VPti PS cvmrlying walls Oa tbdr D o t° `3" H°idi°x s? isw2 1voA - 1 7 • a Miuw Dade r Coo Dig• Tif ie: ALUM. HORIZ. ROLLER (HD. MTG. RAIL) Serie s,/Yodel: Stoic: Orv.•ing No. Rev: HR -201 NTS 268 -2 A sheet 5 0, 9 GLASS TYPE: A. 3/16" ANNEALED (FTL -3331) , B.'3!16" TEMPERED (FTL -3330) WINDOW WIDTH 26.500 (4) A. -120.0 8. -135.0 C. -120 37.000 (4) A. -120.0 C. -120.0 44.000 (4) A. -120.0 26.000 (2) NEG POS B. -135.0 8. -127.3 C. -113.1 53.125 (4) A -87.4 8. -87.4 C. -77.6 63.000 (6) A. -64.0 B. -64.0 C. -56.9 74.000 (6) A. -49.4 B. -49.4 C.' -43.9 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56 0 56.0 49.4 49.4 43.9 COMPARATIVE ANALYSIS - TABLE 1 A 38.375 NEG -120.0 -135.0 -120.0 -120.0 -135.0 -120.0 -101.6 -1 27.3 -101.6 -81.4 -67.3 -77.6 -62.1 -62.1 -55.2 -45.0 415.0 X40.0 ( POS 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 55 2 45.0 45.0 40.0 44.000 (3) NEG -120.0 -135.0 -120.0 -119.5 -135.0 -119.5 -89.8 -122.7 -89.8 -70.5 -87.3 -70.5 -60.8 -62.1 -55.2 -45.0 -45.0 -40.0 TABLE NOTE: NUMBERS IN () PARENTHESES ARE MINIMUM QUANTITY C. 112' I . G . - 3116A,3/165,1i8A (FTL -3332) .... WINDOW HEIGHT 50.625 (4) 63.000 (4) 72.000 (5) POS NEG POS NEG ' POS NEG POS 56.0 - 120.0 56.0 - 119.3 56.0 -102.8 56.0 56.0 -135.0 56.0 -119.3 ' 56.0 - 102.8 56.0 56.0 - 120.0 56.0 - 106.0 56.0 - 91.4 56.0 56.0 -109.1 56.0 - 89.6 56.0 - 76.7 56.0 56.0 -116.4 56.0 - 89.6 56.0 - 76.7 56.0 56.0 -103.4 56.0 -79.6 56.0 - 68.2 56.0 56.0 -79.7 , 56.0 - 68.9 56.0 -65.5 56.0 56.0 - 102.2 56.0 -77.9 56.0 - 66.4 56.0 56.0 - 79.7 56.0 -58.9 56.0 - 59.0 56.0 56.0 -59.1 56.0 - 48.5 48.5 - 44.5 44.5 56.0 - 87.3 56.0 - 67.4 56.0 - 57.1 56.0 56.0 -59.1 56.0 -48.5 48.5 -44.5 44.5 56.0 -51.8 51.8 -39.5 39.5 - 34.7 34.7 56.0 -62.1 56:0 - 59.8 56.0 - 50.3 50.3 55.2 -51.8 51.8 -39.5 39.5 - 34.7 34.7 45.0 -45.0 45.0 - 36.7 36.7 ' -31.0. 31.0 45.0 -45.0 45.0 -45.0 45.0 , -45.0 45.0 40.0 -40.0 40.0 -36.7 35.7 ' -31.0 31.0 OF ANCHORS PER SIDE. NON- IMPACT WINDOW NOTES: 1 . GLAZING: 3/16 ANNEALED. 3/1 G" TEMP EREO. 1/2" IG (3/16A,3/16S. I /BA) 2. DESIGN PRESSURE RATING: SEE TABLE 1. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. • B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. 3. CONFIGURATIONS: OX, X0 4. REFERENCE TEST REPORTS: FTL -3330, FTL3331 & FTL -3332 5. SHUTTER REQUIREMENT: MIAMI -DADE COUNTY APPROVED SHUTTERS ARE REQUIRED. 6. NARROW JOINT SEAM SEALANT IS USED ON ALL CORNERS AND AT EACH FIXED MEETING RAIL. 7. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS AND PER SHEET 9. HEAD & SILL: MAX. 6" FROM CORNERS. MAX. 6" ON EACH SIDE OF MEETING RAIL CENTERLINE. MAX. 18' SPACING. JAMBS MAX. 6 FROM CORNERS. MAX. 17" SPACING. B. SCE SHEET 2 FOR GLAZING DETAILS. 9. PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. 10. SEE SHEET 7 FOR CORNER CONSTRUCTION INFORMATION. A 6" MAX. TYP ) ?2 MAX HEIGHT 1 66" MAX OPER. LITE DAYLIGHT OPENING 6` MAX._ A TYP. Rabat t L Oark. P.E. PE 139712 'atreTtur31 33 1/2" MAX OPER. LITE DAYLIGHT OPENING P.O. 8OX 1529 NOKOMIS. FL 34774 x m 6., MAX I (SEE ANCHORAGE NOTE 7) OUTSIDE - SEE SHEET 2 FOR SECTION DETAILS ItT INDUSTRIES 1070 TECHNOLOGY ()RAT NOKOMIS. rt. 34275 Reeser er Rersd FK Oren Hir. F.K. DescryGon: Tae: Serves /LOCet HR -201 74 MAX WIDTH 001e: 33 1/2 MAX FIXED LITE DAYLIGHT OPENING 18" MAX. A TYP. h- De re: 4/23/02 Dote: 1/23/02 . 6" MAX MEETING RAIL CENTERLINE $Cpts: NTS Reris:ons: Re .:irons: ADD ANCHOR D1M. ox, xo ELEVATION Shert. 1 a+ 9 74Wx 72H 57 1/6" MAX FIXED UTE DAYLIGHT OPENING Approved WI canna { with W Yhrcds Bo Idles Cade pore .xs/te37 Z-4•7 ,► NOA or - 1N is col Aadc rrvdncl Chit Oivlsina ALUM. HORIZ. ROLLER (I-HD. MTG. RAIL) Drc..in9 Ko. Rer. 268 -2 17" MAX. TYP. MAX HEIGHT OUTSIDE FIXED LITE DAYLIGHT OPENING 2 VERTICAL SECTION INSIDE a OPER 1111 DAYLIGHT OPENING TEST REPORTS: FTC -3330 FTL -3331 FTL -3332 OPER. UTE DAYLIGHT OPENING 3/16" ANNEALED 3/16' AIR SPACE 1/2" NOMINAL INSULATED GLASS GLAZING DETAILS FtiT INDUSTRIES 1070 7ECHNOLOLY DRNE NNOKOMIS. ri 34275 Q.D. BOX 1524 NOKO41S. IL 34274 Rc.sd Br: Rcvsd 8y:, FK Drown Br F.K. Ocs«;pt:orL rvr: Dore: 4/23/02 Ootc 23/02 1/8" ANNEALED Revision:: Re+isioas ADD INT /EKT OESIG. OX, KO SECTIONS & GLAZING, 74 Wx 721 -1 ALUM- NOR /Z. ROLLER �r�es /xroset: (Serge: I Sheet: HR -201 I NTS 2 of 9 Approved u caaplrint with Ire Florid* Oold log Cods .e. Urtr V t 71 NOM' of Miami Dade I'j dcd Can - ire/DIow bra ND. MTG. RAIL) O rv.inq No. Re.. 268 -2 1 A HORIZONTAL SECTION • 3/16' ANNEALED] L- OR 3/16' TEMPERED MAX WIDTH MONOLITHIC GLASS Raced L. Cork. P.E. PL /39712 tructurrl OUTSIDE 7/15" NOM. GLASS BITE TYP. (4) FIXED UTE DAYLIGHT OPENING INSIDE OUTSIDE INSULATED GLASS INSIDE COMPARATIVE ANALYSIS - TABLE 2, - GLASS TYPE: A. 3116" ANNEALED ( -3334) B. 3116" TEMPERED (FTL -3333) WINDOW HEIGHT WINDOW ' WIDTH 26.000 (2) 38.375 (3) 44.000 (3) 50.625 (4) 63.000 (4) NEG POS NEG POS NEG POS ' NEG POS NEG POS 26.500 (4) A. -120.0 56.0 -120.0 56.0 -120.0 56.0 - 120.0 56.0 -110.2 56.0 8. -135.0 56.0 -135.0 56.0 -135.0 56.0 - 135.0 56.0 -132.3 56.0 37.000 (4) A. -120.0 56.0 -120.0 56.0 -119.5 56.0 , - 107.6 56.0 -82.8 56.0 8. - 135.0 56.0 - 135.0 56.0 -135.0 56.0 - 129.1 56.0 -99.3 56.0 44.000 (4) . A. - 120.0 56.0 -101.5 56.0 -89.8 56.0 -79.7 56.0 - 68.9 56.0 ' 8. - 135.13 . 56.0 - 135.0 56.0 -135.0 56.0 . -113.3 56.0 -86.4 56.0 53.125 (4)f A. - 97.1 56.0 - 81.4 56.0 -70.5 56.0 - 59.1 56.0 -48.5 48.5 8. -116.5 , 56.0 -116.4 56.0 -116.4 56.0 -99.6 56.0 - 74.8 56.0 63.000 (4) A_' -71.2 • 56.0 :-69.0 56.0. -60.8 56.0 -51.8 51.8 -39.5 39.5 B. - 85.4 56.0 - - 82.8 56.0 -82.8 56.0 - 82.8 56.0 -66.4 56.0 74.000 (4) A. -54.8 49.4 -50.0 45.0 -50.0 45.0 -46.9 • 45.0 - 36.7 36.7 8. -65.8 I 56.0 -60.0 55.0 -60.0 55.0 -60.0 55.0 . -60.0 55.0 . !TABLE NOTE: NUMBERS IN () PARENTHESES ARE MINIMUM QUANTITY OF ANCHORS PER SIDE. NON - IMPACT WINDOW NOTES: 1. GLAZING: 3/16" ANNEALED. 3/16" TEMPERED 2. DESIGN PRESSURE RATING: SEE TABLE 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. 3. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. 3. CONFIGURATIONS: OX. XO 4. REFERENCE TEST REPORTS: FIL -3333 & fTL -3334 5. SHUTTER REOUIREMENT: MIAMI -DADE COUNTY APPROVED SHUTTERS ARE REQUIRED. 5. NARROW JOINT SEAM SEALANT IS USED ON ALL CORNERS AND AT EACH FIXED MEETING 7. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS AND PER SHEET 9. HEAD & SILL: MAX. 5 FROM CORNERS. MAX. 5" ON EACH SIDE OF MEETING RAIL CENTERLINE. MAX. 18" SPACING. JAMBS; MAX. 6" FROM CORNERS. MAX. 17" SPACING. 8. SEE SHEET 4 FOR GLAZING DETAILS. 9. PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. 10. SEE SHEET 7 FOR CORNER CONSTRUCTION INFORMATION. 6" MAX. 11P. 63" MAX HEIGHT i - 57" MAX OPER. LITE DAYLIGHT OPENING 6` M TYP. 33 1/2" MAX OPER. LITE DAYUCHT OPENING 33 1/2" MAX FIXED UTE DAYLIGHT OPENING X 6" MAX Q r 5" MEETING RAIL CENTERLINE 58 1/ FIXED DAYU OPE f T (SEE ANCHORAGE NOTE 7) 74 MAX WIDTH 18" MAX. TYP. RAIL. Robed 4 dote, P.E. PE 139712 Stru. Iual FAT INDUSTRIES 1070 TECHNO..00Y ORNE NOXOtMS. FL 34275 P.O. BOX 1529 1404(OLt1S. FL 342)4 Rerset ay: Rersd 8y: FK Oro.n 8y F. Oat r: Dote: 4/23/02 Dote: 1/23/02 Series /Moeet HR -20 Reritions_ Rrris:ons: .400 ANCHOR DIM. Apprmed ascomph3aX' .ib Ike florid.luidisag Coax Mar Tis+Q 1.1, L•• 1'tOAt1 o L O7 17 •O - Miraim l tode 11ia•It By Oestription: OX, XO ELEVATION, 74Wx63H rtle: ALUM. HOR1Z. ROLLER (HD. MTG. RAIL) NTS Sheet: 3 W 9 Oro..ng No. 268 -2 RCI. A OUTSIDE - SEE SHEET 4 FOR SECTION DETAILS MAX LITE GHT Z ING 17" MAX. TYP. .ti 8 17- 02;11:,08AM;1 MIA M IGADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PCT Industries P.O. Box 1529 Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami .Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series PW -701 Aluminum Fixed Window APPROVAL DOCUMENT: Drawing No. 4231, titled "Aluminum Fixed Window", sheets 1 through 8 of 8, prepared, signed and sealed by Robert L.Clark, P.E., dated 8/22/01, bearing the Miami -Dade County Product Control Revision Stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Non - Impact &.Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ";Unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety • .INSPECTION: A copy of this entire NOA shall bcp roy and shall be available for inspection at thej 9 .iat 're This NOA revises NOA # 01- 0102.01 and The submitted documentation was revie 1 "` . + # 2/ 10 MIAMI -DADE COUNTY, FLORIDA ME 1 RO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 . FAX (305) 375 -2908 the user by the manufacturer or its distributors of the Building Official. 1 as well as approval document mentioned above. an, P.E. NOA No 02- 0701.07 Expiration Date: September 13, 2006 Approval Date: July 12, 2002 Page 1 Window Heights Window Widths 19.125 24.000 26.500 37.000 . 48.000 60.000 97.000 111.000 120.000 26.000 135.00 135.00 135.00 135.00 135.00 135.00 135.00 122.90 • 112.60 39.000 135.00 - _ 135.00 135.00 135.00 135.00 135.00 79.40 70.00 66.10 51.000 135.00 7 135.00 135.00 90.60 80.30 58.00 77.40 58.00 63.00 58.00 : 55.90 57.40 60.000 135.00 135.00 135.00 135.00 90.60 Window Heights Window Widths 19.125 24.000 26.500 37.000 48.000 60.000 . 97.000 1 11.000 120.000 26.000 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 39.000 100.00 100.00 100.00 100.00 100.00 100.00 79.40 70.00 66.10 51.000 100.00 100.00 1 00.00 100.00 90.60 80.30 77.40 63.00 55.90 60.000 . 100.00 100.00 100.00 100.00 90.60 58.00 58.00 58.00 57.40 • • • • ure. FAT INDUSTRIES 1070 TECHNOLOGY ERNE Dramm 8y: • F.K. Description: Tate_ P.O. 80X 7529 NOKOARS, Ft 34275 NOKON7S. FL .34274 11 Rcvsd 5y: arc: Date. 8/13/01 COMPARATIVE ANALYSIS, NON - IMPACT ALUMINUM FIXED WINDOW Series /4 We: PW -701 Revisions: REDRAWN Score: NTS Sheet: 8 o' PRODUCT REVISED as complying with thy F7arilfd was Coae Acceptance tNo 02-0 � ?. 0 0 !. 0 Expi atIOA D92C [/y J ('3 //�y Dade Product Cordroi APPROVED AS COMPLYING WITH SOUTH FLORIDA BUILOIt In DA BY PR S • T C• TROL DIVISION SUIL ' CODE COMPLIANCE ACCEPTANCE i40. OlD Z. 01 Droning No. 4231 3/1 TEMPERED GLASS NOTES: OD 0 1.) Negative Design Loads bosed on Comparative Analysis and Gloss Table ASTM E1300. 2.) Positive Design Loads bosed on Comporative Analysis ,gnd Water Test Pres 3.) Numbers are for /12 screws or 3/16" Tapcons. 4.) Anchor moximum spacing: 12" Negative Design Loads Positive Design Loads REFERENCE TEST REPORTS: FTL -2763, FTL -2780, &. 2816 ea// Robert L PE #39712 Structural THE 0 co D 1 -1/4" MIN. SECTION A -A TYPICAL SECTION & INSTALLATION INTO CONCRETE AT SILL & .WOOD AT HEAD a / Robert 'L Clark. P.E. PE #39712 Structural FUT INDUSTRIES Dro,m 8y: F.K. 1070 TECHNOLOGY DRAT NOKOMIS, 11 34225 P.O. 80X 152.9 NOKOWS, tt 34274 RevsC 8y:IDote: Dote: 8/13/01 - Revisions: REDRAWN Description: SECTIONAL & ANCHORAGE VIEWS r ate: ALUMINUM FIXED WINDOW Series/Model: PW -701 state: NTS Sheet: 5o' Drow.n9 No. 4231 Rev: C 4 MAXIMUM HEIGHT SEE SHEETS 1 THRU 4 SHIM SPACE MAX_ 112 PAN HEAD WOOD SCREW 7/16 LAMINATED OR 3/16 TEMPERED GLASS 1/4" SHIM MAX. 2x WOOD BUCK 3/16" HEX HD. TAPCON OR 3/18" FIAT HD. TAPCON (CSINK REM 3/16" HEX HD. TAPCOM OR 3/16" FLAT HD_ TAPCON (C'SINK REO 0) MAXIMUM WIDTH SEE . SHEETS f THRU 4 SECTION 8-8 7YPICA:L SECTION & ALTERNATE INSTALLATION INTO CONCRETE 1/4" SHIM SPACE MAX.--- t r NOTES: t.MAXIMUM OVERALL DIMENSIONS ARE APPLICABLE TO SECTIONED ARCH. SHAPES. ANCHORAGE METHODS ARE APPLICABLE TO ALL SHAPES SHOWN ON SHEETS 1 THROUGH 4 OF 8. 2. .REFERENCE TEST REPORTS: FTL -2763, FIT -2780, FTL -2797 & FTL -2816 PRODUCT REVISED as copiy g with the Florida Balding Code Aarptanoe ?to UZ -0 0l.07 E1plratIon Uatc Dade Product Coutroi Dtridoe -* —Ix WOOD BUCK 1 1/4" MIN. APPROVED AS COMPLYING V.11H fl SOUTH FLORIDA BUILDING CODE • DA + I' Z _' ffraM PR T a • TROL DIVISION BUR.OING CODE COMPLIANCE OFFICE ACCEPTANCE hI0.O I`01(17 •41 4 .500 .os2-- r- 1k -•-- 4 P N- 701 U - I GHANNEL GLAZING BEAD 2.784 .688 P W- 701. FRAME EXTRUSION 4 1.500 REFERENCE TEST REPORTS: FTL -2763, F7L- -2780, FTL -2797 & 2816 MK. 1 2 4 5 6 7 8 9 10 11 PART if 612242 6533402 7834 62899C/62501C 61412K 628V1510 6SM55W SEE NOTE 7P WSW SEE NOTE WINDOW WIDTH "TIP TO TIP" .— 3.00" WINDOW HEIGHT "TIP TO TIP" — 3:00" Robui L. Clark. P.E. PE #397I2 St uctural IkT INDUSTRIES BILL OF MATERIAL DESCRIPTION VENDOR U— CHANNEL GLAZING BEAD 6063 —T5 FRAME HEAD, SILL & JAMB 6063 — T5 /8 x 3/4 PN. PH. SMS SPENCER OR = SILICON BACK BEDDING CLOSED CELL FOAM TAPE FOR 3/16 GLASS CLOSED CELL FOAM TAPE FOR 7/16 GLASS NOTE ITEM 9 & 11 USES DUPONT BUTACITE PVB INTERLAYER VISIBLE LIGHT CALCULATION WH Dram 8y: F. ri le: 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS, FL .34275 NOKOLOS, Fl. .34274 Read By: DOW /G.E. OR = Series] todel: PW - 701 TAPE SPECIALISTS OF FL OR TAPE SPECIALISTS OF FL OR = 7/16 LAMI (.187HS/.090/ 187H5) TRIPLE DIAMOND GLASS OR = SEAM SEALER SCHNEE /MOREHEAD OR = 3/16 TEMPERED GLASS TRIPLE DIAMOND GLASS OR = /6 x 7/8 FL. PH. TEK SPENCER OR = 7/16 LAMI (.187A/.090/. 187A) TRIPLE DIAMOND GLASS OR = ,~ Dote Dote: 8/13/01 Scofe: NTS w w Revisions: REDRAWN Descrip EXTRUSION PROFILES & 8.0. M. ALUMINUM FIXED WINDOW Sheet: 6 o► 8 VENDOR 6 AF -12242 AF 533402 SM5504 PRODUCT REytSED its comPtyfng With tbe FSetid BgMMfog Codc Acccptauce No 02 -0 01. Expiration Date By M;a . Dade Product Control APPF.OL'ED AS COMPLYING WITH THE SOUTH RLORIOn BU0.0ING CODE BY PR CT .. ITROLDMSON BUILDING CODE COMPLIANCE E Drawing No. 4231 Rev: c 0 -- �-f .090 INTERL4YER 3/16' ANNEALED---01 .• I /16" ANNEALED 3/16' HEAT STRENGTHENED or INTERLAYER 3/16` HEAT STRENGTHENED 10r TYPICAL GLAZING DETAIL 7/16" LAMINATED CLASS 9 or GLASS SILICON REFERENCE TEST REPORTS: FTL -2763, FTL -2780, FTL -2797 & 2816 Z °f Robert CI rk, P.E. PE #39712 .Structural TEMPERED TYPICAL GLAZING DETAIL 3/16" TEMPERED GLASS FA INDUSTRIES 1070 TEC NOZOCY DRIVE NOKOMLS FL .34275 Description: Tale: P.O. BOX 1529 NOKOMIS. R 34274 Grown 8r F.K. • PRODUCT p Florida Dalian Code O } A No 0 D6 Expitstioo Date �t; D dt 1"4"1 Coalyd • DnisioL Revsd By: Dotc: Dole: 8/ 13/01 Revisions: REDRAWN GLAZING & CORNER DETAIL ALUMINUM FIXED WINDOW Series /Llodet PW -701 Sock: NTS DETAIL C TYP. 90 CORNER CONNECTION eeL• 7ar8 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA DUIL INGCODE DA BY • 11 PR•'.0 • • NTROI. DNISION BUILDING CODE COMPLIANCE 0 ACCEPTA 010 - (} Growing No. 4231 Rey: HEXAGON. 60" BETWEEN FLATS Maximum Area 21.65 sq. ft. FAN 96" X 47" Maximum Area 24.47 sq. ft. . FULL CIRCLE 060" Maximum Area 19.64 sq. ft. LARGE MISSILE IMPACT WINDOWS 1.) GLAZING: 7/16" LAMINATED W /IN7ERL4YER DUPONT BUCACITE PVB 2.). CONFIGURATIONS: 0 3.) DESIGN PRESSURE RATING: +60.0 PSF & -60.0 PSF (3/16" HEAT STRENGTHENED /.090 /3/16" HEAT STRENTHENED LAM!) +36.0 PSF & -36.0 PSF (3/16" ANNEALED/.090/3/15' ANNEALED) 4.) ANCHOR MAXIMIM SPACING: 1 2.000" 5.) NO SHUTTERS REQUIRED 6.) ALL FRAME JOINTS TO BE SEAM WELDED 7.) REFERENCE TEST REPORT: FTL -2797 ELLIP T/CAL 96" X 47" Maximum Areo 24.61 sq. ft. Robert L dark, P.E. PE 439712 Structural FtT INDUSTRIES Drown By: . F.K. Description: Tine: 1070 TECHNOLOGY OWE NOKOMtS. FL .34275 P.O. BOX 1529 NOKOMIS, a .34274 IP ARCH. 48" X 96" Maximum Area 30.28 sq. ft. PRODU REVISED n complying•titlh ttre Ftorla: Baiding Code Each Acceptance tI oa Date ie 4 02 0701• 0 Espirntl I 0b B M Dade Product Cooltol Dirisloo Revd By: slate: Dote: 8/13/01 Rerisions: Series /Mode!: PW -701 Scale: REDRAWN ALUMINUM FIXED WINDOW Sheet: l of 8 DETAIL C SEE SHT. 7 APPROVED M COMPIYINGWITH THE S t r a i n ,n, ..r BY PR OI DIVI BUILDING CODE COMPLIANCE OFD ACCEPTANCE NCO k O kuz'oA • ELEVATIONS, ' 7/ 16 LAMINATED GLASS Drawing No. 423t 1 Q UART.ER CIRCLE 68" x 68" Maximum Areo 25.22 sq. ft. HALE CIRCLE 96" x 48" .Maximum Area 25.13 sq. ft. LARGE MISSILE IMPACT WINDOWS. CONT. TRAPEZOID 48" x 96" Maximum Area 30.28 sq. ft. OCTAGON 60" x 60" Maximum Area 20.71 sq. ft. Robert L. Clark, P.E. PE.439712 oral FtT INDUSTRIES EYEBR.D W 96" x 48" Maximum Areo 30.24 sq. ft. RECTANGLE 48" • x 96" Maximum Area 32.00 sq. ft. Drawn ey: F.K. Title: 1070 TECHNOLOGY DRIVE' NOKOMIS, FL .34275 PA. BOX :529 NOKOMI5 FL .f4274 Revsd Ery.•rote: Dote: 8/ Description: ELEVATIONS, 7/1 6 LAMINATED GLASS ALUM/NUM FIXED WINDOW Senes/)dod PW-701 Revisions: REDRAWN Scale: NTS Sheet; 2a 8 PRODUCT R F.V r,FD teae emptying with the F1 rf Ii i aiding Codt Acceptance No 02-07-01. $ipiratlnn Date 3 Mad Dade Product Control APPROVED AS COMPLYING YNTFt THE SCUT F T J � OA P t y � tJu BY //� 4 PRe 1' veNTROLDIVI •, BUILDING. COO COMPLIANCE OFFICE AC PTANCF iV4�� Q IT Z' CJ Orowin9 No. 4231 Roc C t 1 Q UART.ER CIRCLE 68" x 68" Maximum Areo 25.22 sq. ft. HALE CIRCLE 96" x 48" .Maximum Area 25.13 sq. ft. LARGE MISSILE IMPACT WINDOWS. CONT. TRAPEZOID 48" x 96" Maximum Area 30.28 sq. ft. OCTAGON 60" x 60" Maximum Area 20.71 sq. ft. Robert L. Clark, P.E. PE.439712 oral FtT INDUSTRIES EYEBR.D W 96" x 48" Maximum Areo 30.24 sq. ft. RECTANGLE 48" • x 96" Maximum Area 32.00 sq. ft. Drawn ey: F.K. Title: 1070 TECHNOLOGY DRIVE' NOKOMIS, FL .34275 PA. BOX :529 NOKOMI5 FL .f4274 Revsd Ery.•rote: Dote: 8/ Description: ELEVATIONS, 7/1 6 LAMINATED GLASS ALUM/NUM FIXED WINDOW Senes/)dod PW-701 Revisions: REDRAWN Scale: NTS Sheet; 2a 8 PRODUCT R F.V r,FD teae emptying with the F1 rf Ii i aiding Codt Acceptance No 02-07-01. $ipiratlnn Date 3 Mad Dade Product Control APPROVED AS COMPLYING YNTFt THE SCUT F T J � OA P t y � tJu BY //� 4 PRe 1' veNTROLDIVI •, BUILDING. COO COMPLIANCE OFFICE AC PTANCF iV4�� Q IT Z' CJ Orowin9 No. 4231 Roc C HEXAGON 60" BETWEEN FLATS Maximum . Area 21.65 sq. ft. FAN 1 120" x 55" Maximum Area 35.20 sq. ft. NON - IMPACT WINDOWS 1.) GLAZING: 3/ 1 6" TEMPERED 2 -) CONFIGURATIONS: 0 3.) FOR DESIGN PRESSURE RATING SEE COMPAR4T7VE ANALYSIS ON SHT. 8 OF 8 4.) ANCHOR MAXIM!M SPACING: 7 2.000" 5.) SHUTTERS REQUIRED AT ALL INSTALLATIONS 6.) ALL FRAME JOINTS TO BE SEAM WELDED 7.) REFERENCE TEST REPORTS: FTL -2763. 2780 & 2816 FULL CIRCLE 060" Maximum Area 19.64 sq. ft. ELLIPTICAL 120" x 48" Maximum Area 31.46 sq. ft. Robert L. Clark. P.E. PE tt39712 Structural INDUSTRIES Drawn. By • F. K. Description ELEVATIONS, 3/16. TEMPERED GLASS Title 4 ARCH. 60" x 120" Maximum Area 47.32 sq. ft. PRODUCT REVISED as complying with rbe Florida BaLdlrig Code Acceptance No 02- 0 ? -oj.O7. £apir:tion Date_09j /9 jp(e Pmdoct Coonro D E SY PRO 8UIL -in- 410 TROt. DIVISION G CODE COMPLIANCE OF s. T s • • Dade DF'irior Rend By: Date: Dole: 8/13/01 Revisions: REDRAWN ALUMINUM FIXED WINDOW 1070 IECFINOLOCY DRIVE NOKOMIS. •FL 34275 Series/Madet P.O.. BOX 7529 NOKOMIS. FL 34274 PW— 701 scale: sheet: NTS 3or 8. 8 DETAIL C SEE SHT. 7 APPROVED AS COMPLYING WinI'Dia • SOUTHFLORIDA BUILDItIGCODE 20 Drowirnq No. 4231 ICE L Rev: C J. ♦ • QUARTER CIRCLE 68" .x 68" Maximum Area 25.22 sq. ft. • • • • ti 1 HALE CIRCLE 120" x 60" Maximum Area 39.27 sq. ft. NON — IMPACT WINDOWS CONT. TRAPEZOID • 60" x 120" Maximum Area 43.75 sq. ft. OCTAGON 60" x 60" Maximum Area 20.77 sq. ft. � Robtn L. Clark. PE. PE 439712 Strut4trc1 30 FtT INDUSTRIES EYEBROW 74" x 37" Maximum Areo 17.83 sq. ft. RECTANGLE 60 "x.120" Maximum Area 50.00 sq. ft. Drown By: . F.K. 1070 TECNNOLOGY OWE NOKOMIS, a .34275 P.O. BOX 1529 NOXOMIS, Fl 34274 Revse By: Oak: Dale 8/13/0 Description: ELEVATIONS, 3/1 6 TEMPERED GLASS REDRAWN Series /moder: PW -701 Revisions: T,ue: ALUMINUM FIXED WINDOW Scale: NTS Sheet: 4.( 8 P1tO11 {iCr ItE ISEi1 sa ca.apiyiog with the Floridly Bolding Code AoceptaactNo 0Z- O ?01.0 � Expiration Dati c / _ BY Dade Product Control APPROVED AS COMPLYrt40 VATH THE SOU THAt ei3 BY P' e IC/ VTROLOEVISION BUY i'. CODE COMPLIANCE OF ' E ACCEPTANCE 140.01 - 0w)2,.• Drawing No. 423 1 Row C O N 0 co D M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series HR - 201 Aluminum Horizontal Sliding Winslow with STD Meeting Rail APPROVAL DOCUMENT: Drawing No. 26S -1, titled "Alum. lloriz. Roller (STD. MTG. Rail) ", sheets 1 through 9, prepared, signed and scaled by Robert Clark, P.E. dated 5/10/02, bearing the Miami -Dade County Product Control Approval stamp with thc Notice of Acceptance number and approval date by thc Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with 'the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise notcd herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has bccn no change in thc applicable building code 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 thc 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 oldie building Official. The submitted documentation was review 02- 0313.10 Exp 6.27.07.max MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -290S NOA No 02 0313.10 Expiration Date: June 27, 2007 Approval Date: June 27, 2002 Page 1 TYP. HEAD SECTION TO CONCRETE TYP. SILL SECTION TO CONCRETE APPROVED WOOD BUCK 1/4" MAX. SHIM-I 1/4" MAX. SHIM] 1/4" TAPCON W/ #12 HD. (SEE NOTE 1) (SEE NOTE 1) 1 - 1/4" TAPCON A W/ #12 HD. f 1 /4" MAX. SHIM 1 1/4 MIN. 1 1/4" MIN. NOTE: 1. USE MIAMI —DADE COUNTY APPROVED ELCO OR ITW TAPCONS. (415# MINIMUM SHEAR RATING AT 1 1/4" EMBEDMENT) Q TYP. HEAD SECTION TO W000 1 1/2" MIN. TYP. SILL SECTION TO WOOD #12 WOOD SCREW APPROVED WOOD BUCK 1 i #12 WOOD SCREW [ 1/4" MAX. SHIM APPROVED WOOD BUCK (SEE NOTE 1) Q 1/4" TAPCON w/ #12 HD. R.obe;t L. Clork, P.E. PE /39712 Structu:ol 1/4" MAX. SHIM 111111 MIP TYP. JAMB SECTION TO CONCRETE FUT INDUSTRIES 1070 TECHNOLOGY DRNE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 APPROVED WOOD BUCK i 111111• #12 WOOD SCREW • Title: 1 1/4" MIN. Revsd By: Dolc: Re vsd By: Oole: FK 4/23/02 Drown By: Dale: F.K. 1/11/02 Description: ANCHORAGE DETAILS ALUM. HORIZ. ROLLER (STD. MTG. RAIL) Series /Model: HR -201 1/4" MAX. SHIM Scale: NTS Rcvisions: APPROVED WOOD BUCK 1 1/2" MIN. TEST REPORTS: FTL -3335 F 1 —3338 FL-3342 FTL -3336 FTL -3339 FTL -3343 FL-3337 FTL -3340 FL-3344 FTL -3341 FTL -3345 Revisions: CHG TO 1/4 TAPCONS sheet: 9 a/ 9 TYP. JAMB SECTION TO WOOD Approved es complying with Olt Fiuridu iluiding Code watt =• mot' 27/ 2 NOAH 6 y•1 r }• !ti Mttimi psdc P r 7 Dirlab No. 268 -1 Rcv: A GLASS TYPE: A. DSB ti 1/8" ANNEALED (FTL -3345) :.. , C.'3/16" TEMPERED (FTL - 3342)_•. '; B. 3/16" ANNEALED (FTL -3343) D. 1/2" I.G. - 118A,1/4"S,1/8A (FTC -3344) WINDOW WIDTH 26.500 (4) 37.000 (4) 44.000 (4) 53.125 (4) 63.000 (4) 74.000 (4) A. B. C. D. A. B. C. D. B. C. D. A. C. D. A. B. C. D. A. B. C. D. WINDOW HEIGHT 26.000 (2) NEG -75.0 -120.0 -135.0 -75.0 -75.0 -120.0 -135.0 -75.0 -75.0 -113.1 -135.0 -75.0 -58.2 -77.6 - 97.1 -67.9 -42.7 -56.9 - 71.2 - 49.8 -32.9 -43.9 - 54.8 -38.4 POS 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 42.7 49.8 56.0 42.7 32.9 38.4 49.4 32.9 COMPARATIVE ANALYSIS - TABLE 2. 38.375 (3) NEG -75.0 -120.0 -135.0 -75.0 -58.5 -120.0 -135.0 -75.0 -51.2 -101.6 -135.0 -75.0 - 47.9 -77.6 -97.0 - 67.9 -41.4 -55.2 -69.0 -48.3 - 30.0 -40.0 -50.0 -35.0 POS 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 51.2 56.0 56.0 56.0 47.9 56.0 56.0 56.0 41.4 48.3 56.0 41.4 30.0 35.0 45.0 30.0 44.000 (3) NEG -75.0 -120.0 -135.0 - 75.0 -51.0 -102.4 -128.1 -75.0 -113.4 -75.0 -40.4 -70.5 -97.0 -67.9 -37.3 -48.3 -30.0 -40.0 -50.0 -35.0 POS 56.0 56.0 56.0 56.0 51.0 56.0 56.0 56.0 43.2 56.0 56.0 56.0 40.4 56.0 56.0 56.0 37.3 48.3 56.0 41.4 30.0 35.0 45.0 30.0 50.625 (4) NEG -75.0 -113.0 -135.0 -75.0 -47.0 -86.0 -107.6 -75.0 -36.7 -75.5 -94.4 -66.1 -33.6 -59.1 -83.0 -58.1 -32.2 -51.8 -69.0 =48.3 -29.5 -40.0 -50.0 -35.0 POS 56.0 56.0 56.0 56.0 47.0 56.0 56.0 56.0 - 43.2 -89.8 36.7 56.0 156.0 56.0 '56.0 56.0 49.8 32.2 48.3 56.0 41.4 29.5 35.0 45.0 30.0 63.000 (4) NEG -66.1 -88.2 -110.2 -75.0 - 41.8 - 66.2 -82.8 -58.0 -28.9 - 57.6 -72.0 -50.4 -24.3 -48.5 - 62.3 -43.6 -24.7 -39.5 -55.3 -38.7 -23.4 -36.7 -50.0 -35.0 POS 56.0 56.0 56.0 56.0 41.8 56.0 56.0 49.7 - 28.9 50.4 56.0 43.2 24.3 43.6 -55.2 -69.0 56.0 37.4 24.7 38 7 49.8. 33.2 23.4 35.0 45.0 30.0 TABLE NOTE: NUMBERS IN () PARENTHESES ARE MINIMUM QUANTITY OF ANCHORS PER SIDE. ©. 6" MAX. TYP. 63" MAX. HEIGHT 57" MAX. OPER. LITE DAYLIGHT OPENING NON - IMPACT WINDOW NOTES: 1. GLAZING: 1/8" ANNEALED, 3/16" ANNEALED, 3/16" TEMPERED, 1/2" IG (1/8A,1/4S,1/8A) 2. DESIGN PRESSURE RATING: SEE TABLE 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. 3. CONFIGURATIONS: OX, X0 4. REFERENCE TEST REPORTS: FTL -3342, FTL -3343, FTL -3344 & FTL -3345. 5. SHUTTER REQUIREMENT: MIAMI -DADE COUNTY APPROVED SHUTTERS ARE REQUIRED. 6. NARROW JOINT SEAM SEALANT IS USED ON ALL CORNERS AND AT EACH FIXED MEETING RAIL. 7. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS AND PER SHEET 9. HEAD & " FROM MAX. 6" FROM CORNERS. /71/A1/ MAX. 6" ON EACH SIDE OF MEETING RAIL CENTERLINE. JAMBS: MAX. 6" FROM CORNERS. 5 r� MAX. 17" SPACING. 8. SEE SHEET 4 FOR GLAZING DETAILS. 9. PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. 10. SEE SHEET 7 FOR CORNER CONSTRUCTION INFORMATION. © Roo PE #3971r2 P.E. Structural 33 1/2" MAX. OPER. LITE DAYLIGHT OPENING t x 1 .' 0 . 6" MAX. EETING RAIL CENTERLINE 58 1/2 FIXED DAYL - OPE 6" MAX. © TYP. Ece 6" MAX. (SEE ANCHORAGE NOTE 7) 74" MAX. WIDTH OUTSIDE - SEE SHEET 4 FOR SECTION DETAILS _ mr_ INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. Fl 34275 P.O. BOX 1529 NOKOMIS. FL 34274 Revsd By: Revsd By: FK Drown By: F.K. Series /Model: HR -201 Dote: Dote: 4/23/02 Dote: 1/11/02 33 1/2" MAX. FIXED LITE DAYLIGHT OPENING Scole: NTS Revisions: Revisions: ADD ANCHOR DIM. Sheet: 3 of 9 " MAX. LITE IGHT NING 17" MAX. TYP. Approved wa complying will) the Florida Dulding Code Date 3r -t. 7 2 o o NOA# b . rs •l Mi ■ml Dsdc P DFvlsl.. r B Description: OX, XD ELEVATION, 74Wx6.3H litle: ALUM. HORIZ. ROLLER (STD. MTG. RAIL) Drowing No. 268 -1 Rev: A COMPARATIVE ANALYSIS - TABLE 3. A GLASS TYPE: :. A. 3116': ANNEALED (FTL- 3336): : • I.G. = ,1/8A;1 /45;1 /8A'(FTL- 3337)::0;" • • • B. 3/16" TEMPERED (FTL -3335) - - • . '. . • • WINDOW WIDTH 53.125 (6) A. POS 56.0 74.00D (7) 90.000 (7) 106.375 (8) 111.000 (8) 120.000 (8) 8. C. A. B. C. A. B. C. A. B. C. A. B. C. A. B. C. WINDOW HEIGHT 26.000 (2) NEG -135.0 -135.0 -75.0 -78.9 -92.0 -75.0 -53.3 -62.2 -53.3 -38.2 - 44.6 -38.2 -35.2 -41.1 -35.2 -30.5 -35.6 -30.5 56.0 56.0 56.0 56.0 56.0 53.3 56.0 53.3 38.2 44.6 38.2 35.2 41.1 35.2 30.5 35.6 30.5 TABLE NOTE: NUMBERS IN ( ) 38.375 (3) NEG -84.5 -110.0 -75.0 -64.3 - 92.0 -71.3 -52.4 - 62.2 -53.3 -38.2 -44.5 -38.2 -35.1 -40.9 -35.1 -30.0 -35.0 -30.0 POS 56.0 56.0 56.0 56.0 56.0 56.0 52.4 56.0 53.3 38.2 44.5 38.2 35.1 40.9 35.1 • 30.0 35.0 30.0 44.000 (3) 50.625 (4) 63.000 (4) NEG -73.0 -91.2 -75.0 -56.2 -75.5 -63.9 -48.4 - 62.2 -53.3 -38.2 -44.5 -38.2 -35.1 -40.9 - 35.1 -30.0 -35.0 -30.0 POS NEG POS 56.0 -61.2 56.0 NEG POS -49.6 49.6 56.0 56.0 56.0 56.0 56.0 48.4 56.0 53.3 38.2 44.5 38.2 35.1 40.9 35.1 30.0 35.0 30.0 -75.9 -62.7 -48.3 -61.3 -52.5 -43.3- -55.6 -47.4 -38.0 -. -44.5 -38.2 -35.1 - -40.g- -35. - I -30.0 -35.0 -30.0 56.0 56.0 48.3 56.0 52.5 -- 43.3 55.6 47.4 38.0 44.5 38.2 35.1 • 40,9 35.1 30.0 35.0 30.0 PARENTHESES ARE MINIMUM QUANTITY OF ANCHORS ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS AND PER SHEET 9. HEAD & SILL: MAX. 6 FROM CORNERS. MAX. 6" ON EACH. SIDE OF MEETING RAIL CENTERLINE. MAX. 18' SPACING. JAMBS: MAX. 6" FROM CORNERS. MAX. 17" SPACING. 8. SEE SHEET 6 FOR GLAZING DETAILS. 9. PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. 10. SEE SHEET 7 FOR CORNER CONSTRUCTION INFORMATION. -34.4 34.4 -57.8 56.0 -49.6 49.6 -37.4 37.4 -45.3 45.3 -38.9 38.9 -34.4 34.4 -40.1 40.1 -31.5 31.5 -36.7 36.7 -31.5 31.5 -30.6 30.6 -36.1 36.1 -30.8 30.8 -29.2 29.2 -35.0 35.0 -28.7 28.7 PER SIDE. 63" MAX. HEIGHT A 6" MAX. TYP. 1 1 57" MAX. OPER. LITE DAYLIGHT OPENING TYP. (2) 6" M A TYP. NON- IMPACT WINDOW NOTES: 1. GLAZING: 3/16" ANNEALED. 3/16" TEMPERED AND 1/2" I.G. (1/8A,1/4S,1/8A). 2. DESIGN PRESSURE RATING: SEE TABLE 3. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. 3. CONFIGURATIONS: XOX 4. REFERENCE TEST REPORTS: FTL -3335, FTL -3336 & FTL -3337. 5. SHUTTER REQUIREMENT: MIAMI -DADE COUNTY APPROVED SHUTTERS ARE REQUIRED. 6. NARROW JOINT SEAM SEALANT IS USED ON ALL CORNERS AND AT EACH FIXED MEETING RAIL. 7. 26 1/2" MAX. OPER. LITE DAYLIGHT OPENING x TYP. (2) 6" MAX. , 6" MAX. FIXED LITE DAYLIGHT OPENING 0 1 i 6" MAX. 2 SPACING - - - I TYP. x I . 6" MAX. 58 1/i FIXED DAYL OPE 17" MAX. - J TYP //A .( /4/oe- Robert L. Clork, P.E. PE 139712 Structural 56 1/2" MAX. A MEETING RA (SEE ANCHORAGE NOTE 7) 120" MAX. WIDTH OUTSIDE - SEE SHEET 6 FOR SECTION DETAILS INDUSTRIES 1070 TECHNOLOGY DRNE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Revcd ey: Revsa By: FK Drown By: F.K. Dote: Dote: 4/23/02 Dote: 1/11/02 A 18" MAX. Revisions: Revisions: ADD ANCHOR DIM. Sco/es of 9 " MAX. LITE GHT L ING Approved +u complyhng a the Florida Bolding Cudc Datc 7 ^t- t � . 2•.i t NOAII ot. - olt3•t•' Miami Dodo Prv4utt Contzd Divhio By,/ v J Description: XOX ELEVATION, 120Wx63H rile: ALUM. HORIZ. ROLLER rSTD. MTG. RAIL) Series/Model: Sheet: Oro.ing No. HR -201 5 268- 1 SIRev: COMPARATIVE ANALYSIS - TABLE 1. A GLASS .TYPE: F DSB - .1 /8'•'.ANNEALED (FTL-3341) iC: 3/16" TEMPERED FTL -3338 - *''-'•Y' ri 4 -: i ?"4-:^t4' ?:: • �.:r ": 8.3/16" ANNEALED (FTL- -3339) . "; D. 112" 1.G:- 3/16A;3/16"S,1/8A (FTL- 33401. • : �:' ';•' .• WINDOW HEIGHT WINDOW WIDTH 26.500 (4) 37.000 (4) 44.000 (4) B. -120.0 56.0 -110.2 56.0 C. -135.0 56.0 -128.6 56.0 D. -120.0 56.0 - 110.2 56.0 A. -56.6 56.0 -51.2 51.2 ,53.125 (4) 63.000 (4) B: -58.2 C. -67.9 D. -58.2 A. -28.5 B. -42.7 56.0 56.0 56.0 C. -49.8 49.9 D. -42.7 42.7 A. -21.9 21.9 B. -32.9 32.9 -58.2 56.0 -67.9 56.0 - 58.2 56.0 28.5 -27.6 27.6 42.7 -41.4 41.4 - 48.3 -41.4 -20.0 -30.0 48.3 41.4 20.0 30.0 74.000 (4) TABLE NOT 26.000 (2) 38.375 (3) NEG POS NEG POS A: -75.0 56.0 -75.0 56.0 B. -120.0 56.0 -120.0 56.0 C. -135.0 56.0 -135.0 56.0 -119.9 56.0 -101.9 56.0 -79.5 -135.0 56.0 -118.8 56.0 -92.8 D. -120.0 56.0 -120.0 56.0 A. -75.0 56.0 -58.5 56.0 -92.5 56.0 -77.6 56.0 -59.7 -107.8 56.0 -90.5 56.0 -69.7 -92.4 56.0 -77.6 56.0 -59.7 -43.2 43.2 -36.7 36.7 -28.9 B. -84.9 56.0 -84.9 56.0 C. -99.0 56.0 -99.0 56.0 D. -84.9 56.0 -B4.9 56.0 -81.8 56,0 -68.1 56.0 -51.9 -95.4 56.0 -79.5 56.0 -60.6 -81.8 56.0 -68.1 56.0 -51.9 A: -38.8 38.8 -38.8 38.8 -5B.2 56.0 -58.2 56.0 -45.0 -67.9 56.0 -67.9 56.0 -52.5 -58.2 56.0 -58.2 56.0 -45.0 -27.6 27.6 -27.6 27.6 -24.7 -41.4 41.4 -41.4 41.4 -39.5 - 48.3 48.3 -48.3 48.3 -46.5 -41.4 4'..4 -41.4 41.4 -39.5 -20.0 20.0 -20.0 20.0 -20.0 -30.0 30.0 -30.0 30.0 -30.0 C. -38.4 38.4 -35.0 35.0 44.000 (3) 50.625 (4) 63.000 (4) 72,000 (5) • NEG POS NEG POS NEG -75.0 56.0 -67.9 56.0 -53.0 -119.9 56.0 -101.9 56.0 -79.5 -51,0 51.0 -47.0 47.0 -39.8 -38.8 38.8 -33.6 33.6 -24.3 - 35.0 35.0 -35.0 35.0 -35.0 53.0 •45.7 45.7 POS NEG POS 51.9 56.0 51.9 -44.3 -51.6 -14.3 44.3 51.6 44.3 56.0 - 68.6 56.0 56.0 -130.0 56.0 56.0 1 -68.6 39.8 -34.1 56.0 -51.2 34.1 56.0 56.0 -59.7 56.0 -51.2 28.9 -27.1 51.2 56.0 51.2 27.1 24.3 -21.0 21.0 45.0 -38.1 38.1 52.5 -44.4 44.4 45.0 -38.1 38.1 24.7 � -19.6 19.6 39.5 -33.5 33.5 46.5 39.5 20.0 30.0 -39.1 335 -20.0 -30.0 39.1 33.5 20.0 30.0 35.0 . . -35.0 35.0 D. -32.9 32.9 -30.0 30.0 -30.0 30.0 -30.0 30.0 -30.0 30.0 '30.0 E: NUMBERS IN ( ) PARENTHESES ARE MINIMUM QUANTITY OF ANCHORS PER SIDE. 30.0 NON - IMPACT WINDOW NOTES: . 1. GLAZING: 1/8" ANNEALED, 3/16" ANNEALED, 3/16" TEMPERED. 1/2" IG (3/16A,3/ 15S,1/8A) 2. DESIGN PRESSURE RATING: SEE TABLE 1. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. 13. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES AS T M E 1300 -98. 3. CONFIGURATIONS: OX, XO 4. REFERENCE TEST REPORTS: FTL -3338, FTL -3339, FTL -3340 & FTL -3341 5. SHUTTER REQUIREMENT: MIAMI -DADE COUNTY APPROVED SHUTTERS ARE REQUIRED. 6. NARROW JOINT SEAM SEALANT IS USED ON ALL CORNERS AND AT EACH FIXED MEETING RAIL. 7. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS AND PER SHEET 9. HEAD & SILL MAX. 6" FROM CORNERS. MAX. 6" ON EACH SIDE OF MEETING RAIL CENTERLINE. JAMBS: MAX. 6" FROM CORNERS. MAX. 17" SPACING. - 8. SEE SHEET 2 FOR GLAZING DETAILS. 9. PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -OADE COUNTY. 10. SEE SHEET 7 FOR CORNER CONSTRUCTION INFORMATION. & 6" MAX. TYP. 72" MAX. HEIGHT 66" MAX. OPER. LITE DAYLIGHT OPENING i (SEE ANCHOR x 6" MAX. 0 i� 6" MAX. I 1 67 1/8 FIXED DAYL OPE 6" MAX..] TYP. Rod;:: L. Clark, P. PE y n717 SL uCturul 33 1/2" MAX. OPER. LITE DAYLIGHT OPENING F tiT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P O. BOX 1529 NOKOMIS, fL 34274 Revsd By: Revsd By: FK 74" MAX. WIDTH OUTSIDE - SEE SHEET 2 FOR SECTION DETAILS HR -20 Dote: Dote: 4/23/02 Drown By: Dote: F.K. 1/1 1/02 Description: 33 1/2" MAX. FIXED LITE DAYLIGHT OPENING MEETING RAI_ CENTERLINE Revisions: Revisions• ADD ANCHOR DIM. OX, XO ELEVATION, 74Wx72H A " MAX. LITE GHT L ING 17" MAX. TYP. Approved as complyloit with the Florida Bolding Code Date L 7 1 L NVAM Miami Dade P • • cX Div $1' Title: ALUM. HORIZ. ROLLER (STD. MTG. RAIL) Series /Model: ' Scole: Sheet: Drawing No. I Rev' NTS a/ 9 268 -1 y A MAX HEIGHT OUTSIDE o FIXED LITE DAYLIGHT OPENING 2" VERTICAL SECTION INSIDE A OPER LITE DAYLIGHT OPENING TEST REPORTS: FTL -3338 FTL -3339 FL —3340 FTL -3341 OUTSIDE OPER. LITE DAYLIGHT OPENING r C4 CO. 1/8" ANNEALED OR , 3/16" ANNEALED OR 3/16" TEMPERED c// 07°( -- C) Robyn L. Clock. P.E. PE F39712 St' n urol MAX WIDTH MONOLITHIC GLASS INSIDE A P.O. BOX 1529 NOKOMIS, FC 34274 HORIZONTAL SECTION OUTSIDE 7/16" NOM. I GLASS BITE TYP. (4) GLAZING DETAILS INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 3/16" ANNEALED 3/16" AIR SPACE 1/2" NOMINAL INSULATED GLASS Revsd B Revsd By: FK Drown By: F.K. True: FIXED LITE DAYLIGHT OPENING INSIDE Dote: OUTSIDE INSULATED GLASS ( Dole: 4/23/02 Dote: 1/11/02 1/8" ANNEALED Revisions: INSIDE Revisions: ADD 1■T /EXT DESIG. Approved as complying with the Florida Bolding Cudc Dote .J-- NOAH P Mluml Dide PrPQud Control Division By OX, XO SECTIONS & GLAZING, 74Wx72H ALUM. HORIZ. ROLLER fSTD. MTG. RAIL) Series /81odeI: Scale: Sheet: Droving No. Rev: HR -201 NTS 2 of 9 268— 1 A 4 M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2908 PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by. Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). _ This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. • DESCRIPTION: Series "SGD- 2500" Aluminum Sliding Glass Door APPROVAL DOCUMENT: Drawing No. 757, . titled "Aluminum Sliding Glass Door ", sheets 1 through 9 of 9, prepared by manufacturer, dated 7/17/01 and last revised on 5/06/03, signed and sealed by Robert L. Clark, P.E., bearing the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically. terminate this NOA. Failure to comply with any section of this NOA shall be cause for,termination and removal of NOA. ADVERTISEMENT: The NOA . number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 02- 0701.03 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by NOA No 03 -0123.08 Expiration Date: May 22, 2008 Approval Date: May 29, 2003 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 757, titled "Aluminum Sliding Glass Door ", sheets 1 through 9 of 9, prepared by manufacturer, dated 7/17/01 and last revised on 5/06/03, signed and sealed by Robert L. Clark, P.E. B. TESTS (Test conducted per PA 202 -94 now called TAS 202 -94) . 1. Test reports on 1) Air Tnfiltration 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) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Test Report No. FTL 01083(FTL3102), dated 6/18/01, signed and sealed by Luis Figueredo, P.E. 2. Test reports on 1) Air Jnfiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Test Report No. FTL 01084 (FTL- 3116) dated 6/19/01, signed and sealed by Luis Figueredo, P.E. 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 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Test Report No. FTL 01085 dated 6/19/01, signed and sealed by Luis Figueredo, P.E. 4. Additional test report No. FTL -3596 (FTL02080) for XXX configuration. C. CALCULATIONS 1. Comparative analysis and performance analysis dated 1/17/03, prepared, signed and sealed by Robert L. Clark, P.E. D. MATERIAL CERTIFICATIONS 1. None E. STATEMENTS 1. Statement letter of conformance, and "No financial interest" dated 1/7/03, signed and sealed by Robert L. Clark, P.E. 2. Laboratory compliance letter, as part of Test Report no. FTL 01083., 01084, 01085, issued by Fenestration Testing Laboratory. F. OTHER 1. • This NOA revises and renews NOA 02- 0701.03, expiring May 22, 2003. 2. Previous related NOA# 00- 0301.03 & Additional reference NOA # 02- 0702.09. 3. This file has been reviewed by Pistorino & Alam Consulting Eng. Inc & BCCO. E -1 (Arl \ • 1,I4.c 4. Ishaq L Chanda, P.E. Product Control Examiner NOA No 03- 0123.08 Expiration Date: May 22, 2008 Approval Date: May 29, 2003 91 1/4" MAX. DAYLIGHT OPENING 14" MAX O.C. 6 ° MAX. F.— 2 3/4" MAX. 8 " MAX. 8" MAX. I NON — IMPACT SLIDING GLASS DOORS 1.) GLAZING: 1/4" TEMPERED & 3/16" TEMPERED (SEE COMPARATIVE ANALYSIS TABLES) 2.) CONFIGURATIONS: OX, XX, X0, OXO, OXX, XXX, OXXO, OXXX, XXXX 3.) TEST REPORTS & RESPECTIVE DESIGN PRESSURE RATING: SEE. COMPARATIVE ANALYSIS TABLES a.) FTL -3102, +60 P.S.F., —60 P.S.F. W/ 1 /4T GLASS & ALUMINUM REINFORCEMENT b:) FTL -3116, +50 P.S.F., —50 P.S.F. W/ 3/16T GLASS & ALUMINUM REINFORCEMENT c.) FTL -3117, +35 P.S.F., —35 P.S.F. W/ 3/16T GLASS & NO REINFORCEMENT 4.) ANCHORAGE: DOUBLE ANCHORS PER LOCATION AS FOLLOWS: • HEAD & SILL — 2 3/4" MAX. FROM EACH CORNER 8" MAX. FROM EACH MEL LING RAIL CENTERLINE 16" MAX. O.C. OTHERWISE JAMBS — 6 MAX. FROM EACH CORNER 14 ° MAX. 0.C. 5.) SHUTTER REQUIREMENT: HIGH VELOCITY ZONE (HVZ) SHUT I .RS ARE REQUIRED. 6.) ALL FRAME CORNERS & PANELS SEALED WITH SCHNEE /MOREHEAD SEALANT. 7.) SILL RISER TO BE ATTACHED MAX. 12" FROM END AND 24" ON CENTER. 8" + MAXf _ ' 8" MAX. 192" MAX. DOOR UNIT Robert L. Clark, P.E. PE #9712 Structural • 39 3/4" 8° MAX. WIDTH (48" AVERAGE MAX. PER UNIT) F 2 1/4" MIN. DOUBLE FASTENERS REQ'D AT EACH LOCATION, TYPICAL HEAD, SILL & JAMBS (SEE COMPARATIVE ANALYSIS TABLES ON SHEETS 7 & 8 FOR TOTAL QUANTITIES PER SIDE) #12 SCREW OR 3/16" ELCO TAPCON TYPICAL LOCATION ANCHOR DETAIL .j 1 ON SHEETS 7 & 8. 1 \\ INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 8" MAX. 1 Revsd By: F.K. B Drown By: F.K. 44 1/8" MAX. DAYLIGHT OPENING Date: 4/2/03 11 11 MAX O. C. Revsd By. F.K. C Dote: 7/1 7/01 Date: 4/8/03 Revsd Description: ELEVATION & NOTES rtle: SEE DETAIL BELOW Revisions: F.K. SEE DETAIL BELOW 8y: D 96 MAX • DOOR UNIT HEIGHT Date: 4/22/03 Miami Divbio* ALUMINUM SLIDING GLASS DOOR. Series /Model: Scale: Sheet: Drawing No. P.O. BOX 1529 ? NOKOMIS, FL 34274 SGD -2500 NTS / or 9 PROOKTREWIWED as exespiying with the Florida Balding Code Acceptance No.0 3 —d /2 3 - Expiration Dots 4 4-r 2-2-, 24128 By Revisions: VARIOUS NOTATIONS 75 7 EXTERIOR EXTERIOR 91 1/4" MAX DAYLIGHT OPENING TYPICAL 2 1/2" OVERALL SILL HEIGHT, SEE COMPARATIVE ANAL YSIS VERTICAL SECTION (OXXO) 1 3/4" OVERALL SILL HEIGHT 35 PSF MAX. — POSIT7VE PRESS. ALL SIZES VERTICAL SECTION (XXXX) 95 1/4" MAX. PANEL HEIGHT 96" MAX. DOOR UNIT . HEIGHT NOTES: 1. OXXX HORIZONTAL CONFIGURATIONS SHOWN 2. THE FIXED PANEL DETAIL IS SIMILAR AT OPPOSITE END FOR OXXO" CONF7GURA17ONS. 3. REFERENCE TEST REPORTS: F7L -3102, FTL -3116, FTL -3117, F7L -3596 44 1/8" MAX. DAYLIGHT OPENING TYP. (4) SEE NOTE 2 SFF NOTE 2 SEE NOTE 2 HORIZONTAL SECTION (OXXX) W/0 REINFORCEMENT (SINGLE INTERLOCK) -r/ 5/ x/65 Robert L. Clark, P.E. PE #39712 Structural • HORIZONTAL SECTION 10XXX) W/ REINFORCEMENT (DOUBLE INTERLOCK) HORIZONTAL SECTION (OXXX) W/ REINFORCEMENT (SINGLE INTERLOCK) INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 Drawn By Title: Revsd By: Date: F.K. 8 4/2/03 WDR Revsd By. Dote: F.K. C 4/8/03 Dote: 5/2/01 Revisions: F.K. D 5/2/03 Description: HORIZONTAL & VERTICAL SECTIONS ALUMINUM SLIDING GLASS DOOR ritoDuCr =larida • Da bfini • aoeNa.03- 0! Exprraido.•Date_L'f,, Zpod By 51tP. 1. iltiauai Dade Dirisiod CORRECT SECTIONS Series/Mode1: Scale: Sheet: Drawing No. P.O. BOX 7529 NOKOMIS, FL 34274 SGO -2500 NTS 2 of 9 757 ev D (1) TRACK CLIP ASSEMBLY INSTALLED ON EACH ACTIVE PANEL AT THE INTERKOCK POSITION TO SECURE THE ACTIVE PANEL TO IT'S RESPECTIVE SILL TRACK (2) FIXED PANEL BRACKETS INSTALLED ON EACH FIXED PANEL TO ATTACH FIXED PANEL TO FRAME JAMB INSTALL W/ #10 x•1" SMS (2) REFERENCE TEST REPORTS: FTL -3102, FTL -31 16, FTL -31 17, FTL -3596 Robert L dark,P.E. P E #39712 63 1/4" 32" i INDUSTRIES (1) FIXED PANEL CLIP (TOP) INSTALLED ON EACH FIXED PANEL AT THE INTERLOCK POSITION TO ATTACH FIXED PANEL TO FRAME HEAD (1) FIXED PANEL CLIP (BOTTOM) INSTALLED ON EACH FIXED PANEL AT THE INTERLOCK POSITION TO ATTACH FIXED PANEL TO FRAME SILL Revsd By: F.K. 8 Date: 4/2/03 Drawn By: F.K. 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS, FL 34275 NOKOMIS, FL 34274 Revsd 8y: F.K. C Dote: 4/8/03 Date: 7/9/01 Series/Model: SGD -2500 Revisions: F.K. D Stole: NTS 5/2/03 Sheet 3 of INSTALL W/ #10 x 1" SMS (6) INSTALL W/ #10 x 1" SMS (6) as complying with me Florida Bedding w aoeNod3 01 2 . 3. OD ' Esylratioo Owe t�k i� By Dhisiol CORRECT. NOTATIONS Description: OXXX CLIP & BRACKET ASSEMBLY VIEWS Title: ALUMINUM SLIDING GLASS DOOR Droving No. 75 7 Rev: D REFERENCE TEST REPORTS: FTL -3102, FTL -3116, FTL -3117, FTL -3596 D Robert Robert L Clark, P.E. PE #39712 Structural INDUSTRIES 1070 TECHNOLOGY DRWE NOKOMIS, FL 34275 Revsd Tr lie: By: Date: F.K. Revsd By: Date: 5 /2/ 0 3 Revisions: Revsd By: F.K. 0 Date: 4/22/03 Description: PANEL & FRAME ASSEMBLIES ALUMINUM SLIDING GLASS DOOR Series /Model: Scale: Sheet: Drawing No. P.O. BOX 1529 NOKOMIS, FL 34274 SGD -2500 NTS 4 or 9 PROttECT u�ta Bolding Code Marta n Nie3- a /43,o V Miami Dodo reaancii oetiro. Dlviaioi Revisions: NEW SHEET 757 Rev. ITEM 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 43 44 45 47 49 50 DESCRIPTION Lockstile / Jamb Stile Double Interlock Interlock Bottom Rail Top Rail Glazing Vinyl (for 3/16 Glass) Wheel Assembly Plastic Bottom Panel Guide Plastic Top Panel Guide .320 x .187 Wstp — Pile .200 x.187 Wstp — Pile #10 x 3/4 Top Rail Assy. Ph. Pan SMS 1/4-20 x 1 1/4 Lg. Bot. Rail Assy. Screw Latch Assy — Lock Side Latch Assy. — Dummy Side #10 -32 x 7/8 Latch Scr., Ph. FI. SMS Heavy Duty Astragal Alum. Reinforcement, Astragal & Single Interlock Pull length) Alum. Reinforcement, Double Interlock (full length) Frame Head Frame Sill Frame Jamb Latch Keeper #8 x 1/2 Tr. Ph. SMS #6 x 5/16 Ph. Pan SMS Adopter, 2 1/2 Hi —rise, Sill #5 x 1/2 Ph. Pan SMS Header Dust Plug — High Pile Glazing Vinyl (for 1 4 "" Gloss) Fixed Panel Clips (TOP) #6 — 3/ Ph. PH Tek Screw Mortice Lock Assembly H /Cy 3/16" Tempered Glass 1/4 Tempered Glass #12 x 2 — FH SCREW 3/16° x 2 1/2 TAPCON Sill Adapter 1 374 PGT PN 69362 69494 69409 6707 68172 6T304K 7S -24Z 41802 41801 6FELTK 62003K 71034A 71420X125 7LOCKK 7DUMY 71078 69492 612FBX 6755M 68179 68181 68180 7SDKEEP 78X12TSAZ 41804 41818K 72087K 7PPBAA 69371 76X12A 7P69GG 7P30GG 7834AA 614GLK 7L4 13A 7717FPCA 41814 41754 6756 7638T2 70288K 68980 68313 VENDOR Keymark keymark keymark Keymork Keymark Team Plastics Nationwide Industries PGT Industries, Inc. PGT Industries, Inc. Schlegel Schlegel Fastec Ind. Spencer Products 71 Nationwide Industries Nationwide Industries Fastec Ind. Keymark • Indalex Keymark Keymark Keymark Keymark Nationwide Industries Fastec. Ind. PGT Industries, Inc. PGT Industries, Inc. Eostcoast Rubber & Plastic Fastec Ind. Keymark Spencer Products Ultrafab Inc. Ultrafab Inc. Spencer Products Team Plastics D &B D &B PGT Industries, Inc. PGT Industries, Inc. Keymark Spencer Products Truth PPG. LOF PPG. LOF Keymark Spencer Products Eico Textron, Inc. Keymark NOTES: 1: FULL LENGTH REINFORCEMENTS = DOOR HEIGHT MINUS 5" 2. REFERENCE TEST REPORTS: FTL -3102, FTL -3116, FTL -3117, FTL -3596 VENDOR # 676 817 677 1359 667 FS7831 -187 F57819 -187 1127 420X125PPMSX 1135 1132 31324 1364 664 • 665 1137 Screen Keeper Latch Keeper Spacers Jamb Bumper 1138 834 1136 P6903G Sill Dust Plug — Low Pile #8 x 3/4 P3004G 717 Fixed Panel Clips BOTTOM) Fixed Panel Bracket 718 646 Track Clip Guide Track Clip Cover 754 756 Screen Frame AF -8980 732 . Robert L. Clark, P.E. PE #39712 Struct SEE NOTE 1. 3/8" GLASS BITE TYP. 3/16" TEMPERED GLASS 1/4" TEMPERED GLASS' GLASS PRonucr RIENEim as Code Acceptance like Plaids px i n o ceNo 2 p8 p Mang Dade BY SLA • Ctt4ud.% aepni Dirbiotf INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL .34275 Revsd By: F.K. 8 Date: 4/2/03 Drawn By: WDR Revsd By: F.K. C Dote: 5/2/01 Series/Model: P.O. BOX 1529 NOKOMIS, FL 34274 SGD -2500 Dote: 4/ Revisions: Revsd 8y F.K. D Date: 4/22/03 ADD Desaiption: GLAZING DETAILS & BILL OF .MAT'L Title: . ALUMINUM SLIDING GLASS DOOR Scale: Sheet: NTS 5 of Drawing- No. Revisions: ITEMS 17,18,35,36 & 50 757 Rev-. D 1.233 .50 ✓ 1.000 .750 .062 -N -1 1.233 X1.594 -.--i . 79 7 I-- 1 6063 -T5 ALUM. HEAD, 2 TRACK .062 --� .890 I--- • .062 .574 --- 2.250 1.375 6063 -T5 ALUM. TOP RAIL 3.624 4.590 1.594 - .062 6063 -T5 ALUM. SILL, 2 TRACK 6063 -T5 ALUM. ADAPTER, 2 1/2" HI RISE, SILL. 1 1.250 _t .500 h 1.611 6061 -T6 ALUM. REINFORCEMENT .550 -■H I 1 1 .500 2.500 . 1 .050 -.--11-11- .376 1.1 T 2 8 .062 1.218 500 -.1 1.250 1.750 _t_ 6063 -T5 ALUM. SILL ADAPTER, 1 3/4" 3.500 6063 -T5 ALUM. JAMB, 2 TRACK 6061 -T6 ALUM. REINFORCEMENT :687 NOTES: 1. ALL DIMENSIONS ARE IN INCHES. 2. REFERENCE TEST REPORTS: FTL -3102, FTL -31 16, FTL -31 17, FTL -3596 1 1.452 �---- 2.562 062 Hi-- . 1.575 [_ j 2.845 :�� 0 1.750 �-- .125 }---- 2.310 . I J t .093 l ) .376 )i .062 5 O 0 O 0 Robert L. Clark, P.E. PE #39712 Structural 6063 -T6 ALUM. STD. INTERLOCK 6063 -T6 H.D. ASTRAGAL 1.000 T 1.750 1.025 6061 -T6 ALUM. FIXED PANEL CLIP (TOP) INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 .375 -� �--- .890 Revsd By: F.K. 6 orawn Br WDR Title: 2.000 2.438 1.032 .375 j f 6063 -T5 ALUM. BOTTOM RAIL 050 6063 -T5 ALUM. SCREEN FRAME O 0 O 0 2.437�� H 1.7525 2.000 Deseripson: MAJOR EXTRUSION. PROFILES By ALUMINUM.. SLIDING GLASS DOOR :062 .500 6063 -T6 ALUM. STD. LOCKING STILE 6063 -T6 ALUM. STD. DOUBLE INTERLOCK 6061 -T6 ALUM. FIXED PANEL CLIP (BOTTOM) Series /Model: Scale: Sheet Drawing No. P.O. BOX 1529 • NOKOMIS, FL 34274 SGD -2500 NTS 6 of 9 tRompriumEarD Melds Aceepcmoe I i, 3 -D 1 23.08 otol e. Revisions: ITEMS 17,18,35,36 & 50 757 Rev: D yyy 11 . ' . •. 3/16 ELCO TAPCON., SEE NOTE 1. • AK, 2 x WOOD BUCK #12 SCREW-' .250 MAX Hr.-- EXTERIOR TYP JAMB 1 1/2" MIN. d 1 1/4" MIN. .250 MAX. -- �.�--- 1 x WOOD BUCK EXTERIOR TYP. JAMB 2xWOOD BUCK 1 1/2" 110 MIN. WrIlaWIN EXTERIOR #12 SCREW NOTES: 1.) SEE NOTE 4, SHEET 1 FOR ANCHOR SPACING. 2.) REFERENCE TEST RE PORTS: FTL -3102, FTL -3116, FTL -3117, FTL -3596 TYP. HEAD ATTACHMENT OF WOOD BUCK TO SUBSTRATE MUST BE ENGINEERED SEPARATELY AND TO BE REVIEWED BY APPROPRIATE BUILDING OFFICIAL. f 1 x WOOD BUCK EXTERIOR 3/16" ELCO TAPCON, SEE NOTE 1. e f .) %!. .o .. ' TYP. HEAD Robert L. Clark, P.E. PE ##39712 Structural .250 MAX .250 MAX. INDUSTRIES 1070 TECHNOLOGY DRNE NOKOMIS, FL 34275 1 1/2" MIN. Title: EXTERIOR #12 SCREW EXTERIOR 3/16" ELCO TAPCON, SEE NOTE 1. Description: • TYP. SILL 4 -1i . . TYP. SILL ANCHORAGE DETAILS .250 MAX. 2 x WOOD BUCK { - _ 250 MAX. T GROUT MUST TRANSFER SHEAR LOAD TO SLAB. Revsd By: Date: Revsd ByDate Revisions: F.K. 8 4/2/03 F.K. C 4/8/03 Drown By Date: Revsd By: Date: Revisions F.K. 7/13/01 F.K. 0 5/2/03 CORRECT NOTATIONS ALUMINUM SLIDING GLASS DOOR PRODUcT =MOM as tesuptylagasill the Merida i yaottigo p i23 -CA 2 Emphasis. ? g Mind Dude ftedadkerui >o Series/Model: • Scale: Sheet: Drawing No. Rev: P.O. BOX 1529 NOKOMIS, a .34274 SW-2500 NTS 7 of 9 757 D COMPARATIVE ANALYSIS (BASED ON 2 112" SILL ADAPTER. POSITIVE 35 PSF MAX WITH 1 314" SILL ADAPTER.) PRODUCT: SGD -2500 NOTES: 1.) Negative Design Loads based on Comparative Analysis and Glass Tables ASTM El 300 TEST REPORT: FTL - 3116 (and ASTM E 1300 -94 outside Miami -Dade County) GLASS TYPE: 3/16" TEMPERED 2.) Positive Design Loads based on Water Test Pressure and Glass Tables ASTM E 1300 -98 MAX. SIZE: 192.000 x 96:000 HIGH (and ASTM E 1300 -94 outside Miami -Dade County) REINFORCED: YES 3.) Numbers are for #12 screws or 3/16° Elco Tapcons. (ALUM. ITEM 18) 4.) Two anchors per location, 2 3/4" from each comer at head and sill, 6" from each comer at jambs and spaced as follows: Max. 8" on each side of each meeting rail centerline. Max. 16" spacing at head & sill. Max 14° spacing at jambs. 5.) Numbers in () parentheses are quantity of anchors per side. • 6.) Door height and width must meet applicable FBC Code. SEE NOTE 6 DOOR UNIT WIDTHS (SEE NOTE 6) DOOR UNIT 48.000 (8) • 72.000 (12) 96.00 (16) 72.000 (12) 108.000 (18) 144.000(22) 96.000 (16) 144.000 (24) • 192.000 (28) HEIGHT neg pos neg pas neg pos neg pos neg pos neg pos neg pos neg pos neg pas 72.000 (12) - 120.00 65.33 -88.89 65.33 -50.00 _ 50.00 - 120.00 65.33 -88.89 65.33 -50.00 50.00 - 120.00 65.33 -88.89 65.33 - 50.00 50.00 80.000 (12) - 105.88 65.33 -77.42 65.33 -50.00 50.00 - 105.88 65.33 -77.42 65.33 -50.00 50.00 - 105.88 65.33 -77.42 65.33 -50.00 • 50.00 96.000 (14) -85.71 • 65.33 -61:54 61.54 -50.00 50.00 -85.71 65.33 -61.54 61.54 -50.00 , 50.00 -85.71 65.33 -61.54 61.54 - 50.00 50.00 CONFIG. > OX, XO, or XX OXO or XXX . • OXXO or XXXX COMPARATIVE ANALYSIS (BASED ON 2 112" SILL ADAPTER. POSITIVE 35 PSF MAX WITH 1 314" SILL ADAPTER.) 1.) Negative Design Loads based on Comparative Analysis and Glass Tables ASTM E1300 -98 (and ASTM E 1300 -94 outside Miami -Dade County) 2.) Positive Design Loads based. on Water Test Pressure and Glass Tables ASTM E 1300 -98 (and ASTM E 1300-94 outside Miami -Dade County) 3.) Numbers are for #12 screws or 3/16" Elco Tapcons. 4.) Two anchors per location, 2 3/4° from each comer at head and sill, 6" from each comer at jambs and Max. 8" on each side of each meeting rail centerline. Max. 16° spacing at head & sill. Max. 14" spacing at jambs. 5.) Numbers in () parentheses are quantity of anchors per side. 6.) Door height and width must meet applicable FBC Code. SEE NOTE 6 DOOR UNIT HEIGHT 72.000 (12) 80.000 (12) 96.000 (14) CONFIG. 48.000 (8) neg - 121.00 - 109.60 -92.10 Pos 65.33 65.33 65.33 72.000 (12) rteg pas -97 :50 - 85.50 - 70.70 65(.33 65.33 65.36 OX, XO; or XX 96.00 (16) neg -60.00 -60.00 -57.90 pos 60.00 60.00 57.90 DOOR UNIT WIDTHS (SEE NOTE 6) 72.000 (12) neg pos - 121.00 - 109.60 -92.10 65.33 65.33 65.33 NOTES: 1.) GENERAL: D/O HEIGHT = DOOR HEIGHT -4.75" D/O WIDTH = DOOR WIDTH -3.75" D/0 = DAYLIGHT OPENING 2.) REFERENCE TEST REPORTS: FTL -3102, FTL -3116, FTL -3596 108.000 (18) neg pas - 97.50 -86.50 - 70.70 65.33 65.33 65.33 OXO or XXX 144.000 (2-2) neg pos -60.00 -60.00 -57.90 PRODUCT: SGD -2500 TEST REPORT: FTL -3102 GLASS TYPE: 1/4" TEMPERED MAX. SIZE: 192.000 x 96.000 HIGH REINFORCED: YES (ALUM. ITEMS 18 & 19) spaced as follows: 60.00 • 60.10 57.90 Robert L. Clark, P.E. PE #39712 St w tw al 96.000 (16) neg pos - 121.00 - 109.60 -92.10 65.33 65.33 65.33 144.000'(24) neg pos - 97.50 65.33 - 86.50 65.33 -70.70 ,/ 65:33 OXXO or )0)0( INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL .34275 - 60.00 - 60.00 -57.90 Revsd By: F.K. 8 192.000 (28) neg pos Dote 4/2/03 Drown By: F.K.. Jitie: 60.00 60.00 57.90 Revsd By: Date: F.K. C 4/8/03 Date: 7/1 0/01 Description: COMPARATIVE ANALYSIS W/ REINFORCEMENT ALUMINUM SLIDING GLASS DOOR Series /Model: Revisions: Revsd By Data F.K. D 5/2/03 MOM' RENVA23) 1p H`tg 3 -Q1 Z 0 Expiration Bate M Ail 7 IBy Mhat Dade Scale: Sheet: • Drawing No. P.O. BOX 1529 NOKOMIS, FL .34274 SGD -2500 NTS 8 of 9 757 Revisions: CORRECT NOTATIONS Rev. COMPARATIVE ANALYSIS (BASED ON 21/2" SILL ADAPTER POSITIVE 35 PSF MAX. WITH 1 314" SILL ADAPTER.) PRODUCT: SGD -2500 NOTES: t) Negative Design Loads based on Comparative Analysis and Glass Tables ASTM E1300 -98 TEST REPORT: FTL -3117 (and ASTM E 1300 -94 outside Miami -Dade County) GLASS TYPE: 3/16" TEMPERED 2.) Positive Design Loads based on Water Test Pressure and Glass Tables ASTM E 1300 -98 . MAX. SIZE: 192.000 x 96.000 HIGH (and ASTM E 1300 -94 outside Miami -Dade County) REINFORCED: NONE 3.) Numbers are for #12 screws or 3/16" Elco Tapcons. 4.) Two anchors per location, 2 3/4" from each comer at head and sill, 6° from each comer at jambs and spaced as follows: . Max. 8" on each side of each meeting rail centerline. Max. 16° spacing at head & sill. Max. 14" spacing at- jambs. . • 5.) Numbers in () parentheses are quantity of anchors per side. 6.) Door height and width must meet applicable FBC Code. SEE NOTE 6 DOOR UNIT WIDTHS (SEE NOTE 6) DOOR UNIT 48.000 (8) 72.000 (12) 96.00 (16) 72.000 (12) 108.000 (18) 144.000 (22) 96.000 (16) 144.000 (24) 192.000 (28) HEIGHT neg pos neg pos neg pos neg pos neg pos neg pos neg . pos neg pos neg pos 72.000 (12) -84.00 65.33 -6222 62.22 -35.00 35.00 -84.00 65.33 - 62.22 62.22 -35.00 35.00 -84.00 65.33 -62.22 62.22 -35.00 35.00 80.000 (12) -74.12 65.33 -54.19 54.19 . -35.00 35.00 -74.12 65.33 - 54.19 54.19 -35.00 35.00 -74.12 65.33 - 54.19 54.19 -35.00 35.00 96.000 (14) -60.00 60.00 -43.08 43.08 - 35.00 35.00 - 60.00 60.00 _ - 43.08 43.08 . -35.00 .35.00 - 60.00 60.00 -43.08 43.08 _ -35.00 35.00 CONFIG. > OX, XO, or XX OXO or XXX OXXO or )000( NOTES: 1.) GENERAL: D/O HEIGHT = DOOR HEIGHT - 4.75" D/O WIDTH = DOOR WIDTH - 3.75" D/O = DAYLIGHT OPENING 3.) DESIGN PRESSURES UNDER 40 P.S.F NOT APPLICABLE IN MIAMI -DADE COUNTY. 2.) REFERENCE TEST REPORTS: FTL -3102, FTL -3116, FTL -3596 Robert L. Clark, PE- PE #39712 Structural INDUSTRIES 1070 TECHNOLOGY ORNE NOKOMIS, FL 34275 Revsd By: Dote: Revsd By. Date: F. K. 8 4/2/03 F.K. C 4/8/03 Drown F. K. 7/10/01 Description: Revisions: Raved By: Date: F.K. D 5/2/03 ALUMINUM SLIDING GLASS DOOR PRODUCT RENEWED as ceelpirias with Use Fh. Baking tode Accept: wee Nij(3 _ -p123 7 &OradeaOu4Mhy?-Z.j "oo MUM Deck Whips( Revisions: CORRECT NOTA71ONS COMPARATIVE ANALYSIS NO REINFORCEMENT rise: Series/A4odel: Scale: Sheet: Drawing No. Rev: P.O. BOX 1529 NOKOMIS, FL 34274 SGD -2500 NTS 9 of 9 757 D