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WS-08-1548Mimi Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 7952204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Owner's Name (Fee Simple Titleholder) Owner's Address 33 t /4)6 ®( (0 City Tenant/Lessee Name Permit No. '4 086' 1540 Master Permit No. Electrical Plumbing tjg. -t Mechanical Roofing Phone # State Zip =3313 Phone # Job Address (where the work is being done) 331. k)6 Ci Co ✓ T City Miami Shores Village County Miami -Dade Zip 33131? FOLIO / PARCEL # 1 - ,'y2,�lo o J 3 - ) Is Building Historically Designated YES NO Contractor's Company Name - 9C'O\I�,�sQ ► Phone # asl( )C 41/4-1 15 Contractor's Address 4107 0 ,` . a,) City 61 k tub 00 & State - Zip 3331 Z Qualifier Name \L)40 gJ S (o i , iT 1 Phone # State Certificate or Registration No. Cei Co Co Bit 0 Certificate of Competency No. � CCa(@ 1 ? O Architect/Engineer's Name (if applicable) TRALO @p ,( Phone # 991 3.5-3 ©(o (00 Value of Work For this Permit $ 5) a5L1 Type of Work: (]Addition []Alteration Describe Work: 6 ^ le 4 , ; , 9 ` 5 2 Square / Linear Footage Of Work: ['New Repair/Replace ❑ Demolition ******** * *** * * ****** * *** **** ** * *** ** * ** ees************* ** * * * * * * * * * ******* **** * * *** **** Submittal Fee $ Permit Fee $ 6'5 CCF $ Notary $ Training/Education Fee $ 10 Scanning $ ,t y, :(il Radon $ Bond $ Code Enforcement Structural Review. $ CO /CC Technology Fee $ p 6 IN N Zoning $ jrIJ g 3 2023 T CA pq 57/ MIAMI SHORES VILLAGE See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage,Lerider's`E#ddress :, sY • City Zip 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 At'NWAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not r • approved and a reinspection fee will be charged. Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this l q The foregoing instrument was acknowledged before me this 1G day of 4k3(.:90,51. 20DA , by A 4Q,l • btOi1.aitt day of, t'ST , 200i , by () dre !►il_� �T1 I who is personally known to me or ' i o h pro. uce.' oloo who is personally known to me or who has produced As identification and who did takk nfi oattib° \ NOTARY PUBLIC: Sign: Print: My Commission Expires: as identification and who did tak; oath. ° (, os ° .1xv 069�� 0000 ° :V NOTARY PUBLIC: °© ' ®'� Sign: Print: .8+� ®' i.ay vvaauuioua. xpir�'0 Q•C` * * * * * * * * * * * * * * * * ** + r�h4r9t�1cirir�f ,t�Y�Y�Y�Y�Y�irtt *** ** k �Y�k�Y, t+ k�Y�1r�Y�Y�1e�trFr, t, t�htkilr�lr**** �Y�1c* ** *�k*** *�Y�YiroYie** **45/�Y�eu Y�e* * *�kir4iriY*** *9t*** Fe°° APPLICATION APPROVED BY: (Revised 02/08/06) (/)--1/51 Plans Examiner Engineer Zoning INSPECTION RECORD Miami Shores Village 0050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone. (305)795-2204 Fax: (305)756-8972 NSPECTION REQUESTS: (305)795-2204 REQUESTS ARE ACCEPTED DURING 8:30AM - 3:30 3'66 FO F; THE FOLLOWING BUSINESS DAY. POST ON SITE Pennit NO. WS-8-08-1548 Issue Date: 812612008 Wi ndows/S h utters Expires: 02/22/2009 Parcel #:1132060135900 Owner's Name: WAYNE WHITE Job Address: 339 96 Street NE Miami Shores Village, FL •-raiaza,m5rm=116mamon-rk:Ail,,,,,mant Owner's Phone: Total Square Feet 0 Total Job Valuation: $ 52,000.00 4Z<2.egV• WORK IS ALLOWED MONDAY THROUGH SATURDAY, 7:30AM - 6:00PM. NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS. Contractarial Phone Prima Contractor FLORIDA HOME IMPROVEMENT (954)792-4415 Yes BUILDING INSPECTIONS ARE DONE MONDAY THROUGH THURSDAY. ROOFING INSPECTIONS ARE DONE MONDAY THROUGH. FRIDAY. NO BUILDING INSPECTIONS DONE ON FRIDAY. MUNI 1,01.1121. Inspection SchndulIng Code Final Final Shutters Shutter Attachment Window'Door Attachment NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE IT IS THE PERMIT APPLICANTS RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF CL. IVIENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT TO OBTAIN FINANCING, CONSULT WITH YOLIR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. ,. t I - „ i I r ; 1- - i p . I — 1 - - J a T 1 i i I fit p LF J - i _i � - _- t- , , - }-- fi _L ± _ i rein # fi t i 11 t- - ■ 4 t�- a (b , , , , , + r . a■ ll� ■I r -�� , ' '1, �3. ice' a 11i$U -f, IM$ Mll $U1ll• 1 , a�5 t tlt� M iit 1!!! _: i =Ql I Niti .. .......... _, iF WI A I ...... ?'11- EII''y k, illlumai 1■■ 1 I 1 C'11.31 1 11 1111! 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Zone 5 10 15 20 Tributary Area (Sq Ft) 40 45 50 10 15 20 Tributary Area (Sq Ft) 40 45 50 25 30 35 25 30 35 0 -15 ft -50.4 +46.5 -49.2 +45.2 - 48.3 +44.4 - 47.8 +43.7 - 47.1 +43.1 - 46.6 +42.7 -46.2 ; +42.3 - 45.9 +41.9 -45.5 +41.6 0 -15 ft -622 +46.5 -59.8 +45.2 -58.0 +44.4 - 56.7 - 55.6 +43.7 +43.1 - 54.6 +42.7 - 53.8 +42.3 - 53.1 +41.9 -52.5 +41.6 16 ft -51.1 +47.1 -49.8 +45.9 - 49.0 +45,0 - 48.3 +44.3 - 47.7 +43.7 -47,3 +43.3 -46.8 +42.9 - 46.5 +42.5 -46.2 +42.2 16 ft -63.1 +47.1 -60.6 +45.9 -58.8 +45.0 -57.5 -56.3 +44.3 +43.7 - 55.4 +43.3 - 54.6 +42.9 -53.9 +42.5 -53.2 +42.2 18 ft -52.4 +483 -51.1 +47.0 -50.2 +46.1 - 49.5 +45.4 - 48.9 +44.8 -48.4 +44.3 -48.0 +43.9 - 47.7 +43.6 - -47.3 +43.2 18 ft -64.6 +48.3 - 62.1 +47.0 -60.3 +46.1 -58.9 -57.8 +45.4 +44.8 -56.8 +44.3 -55.9 +43.9 -552 +43.6 -54.5 +43.2 /� ft -53.5 +49.4 -522 ) +48.1 -51.3 +47.1 -50.6 +46.4 -50.0 +45.8 -49.5< +45.3 -49.1 +44,9 -48.7 +44.5 -48.4 +44.2 (220 ft ��.�.5 +49.4 ) +48.1 -61.6 +47.1 - 60.2 -59.0 +46.4 +45.8 -58.1 +45.3 -57.2 +44.9 -56.4 +44.5 -55.8 +442 ft +50.4 53.3 +49.0 -52.4 +48.1 -51.6 +47.4 -51.0 +46.8 -50.5 +46.3 -50.1 +45.8 -49.7 +45.4 -49.4 +45.1 ft +50.4 -64.8 +49.0 -62.9 +48,1 -61.4 -60.2 +47.4 +48.8 -592 +46,3 -58.4 +45.8 -57.6 +45.4 -56.9 +45.1 24 ft - 55.6 +51.3 -54.3 +49.9 -53.3 +49.0 -52.6 +48.2 -52.0 +47.6 -51.5 +47.1 51.0 +46.7 -50.6 +46.3 -50.3 +45.9 24 ft -88.7 +51.3 -66.0 +49.9 -64.1 +49.0 - 62.6 -61.4 +48.2 +47.6 -60.3 +47.1 -59.4 +46.7 -58.7 +46.3 -58.0 +45.9 28 ft - 58.6 +52.2 -55.2 +50.8 -54.2 +49.8 -53.5 +49.1 -52.9 +48.4 -52.3 +47.9 -51.9 +47.5 -51.5 +47.1 -51.1 +46.7 26 ft -69.8 +52.2 -67.1 +50.8 -65.1 +49.8 - 63.6 -62.4 +49.1 +48.4 -61.4 +47.9 -60.4 +47.5 -59.6 +47.1 -58.9 +46.7 28 ft -57.5 +53.0 - 56.1 +51.6 55.1 +50.6 -54.3 +49.8 -53.7 +492 -532 +48.7 -52.7 +482 -52.3 +47.8 51.9 +47.4 28 ft -70.9 +53.0 -682 +51.6 -662 +50.6 - 64.6 - -63.4 +49,8 +492 -62.3 +48.7 - 61.4 +48.2 - 60.6 +47.8 -69.9 +47.4 30 ft - 58.3 +53.8 -56.9 +52.3 - 55.9 +51.3 -55.1 +50.6 -54.5 +49.9 - 53.9 +49.4 -53.5 +48.9 53.1 +48.5 -52.7 +48.1 30 ft -72.0 +53.8 -69.2 +52.3 -67.1 +51.3 -65.6 -64.3 +50.6 +49.9 - 632 +49.4 - 62.3 +48.9 - 61.5 +48.5 -60.7 +48.1 32 ft 59.1 +54.5 -57.7 +53.1 -56.7 +52.0 - 55.9 +51.3 552 +50.6 54.7 +50.1 542 +49.6 -53.8 +49.2 -53.4 +48.8 32 ft -73.0 +54.5 -70.1 +53.1 -68.1 +52.0 -66.5 -65.2 +51.3 +50.6 54.1 +50.1 -63.1 +49.6 -62.3 +49.2 -61.6 +48.8 ft -59.9 +55.2 -58.4 +53.7 -57.4 +52.7 -56.6 +51.9 -55.9 +51.3 -55.4 +50.7 -54.9 +502 -54.5 +49.8 -54.1 +49.4 ft -73.9 +552 -71.0 +53.7 -68.9 +52.7 -67.3 - 86.0 +51.9 +51.3 -64.9 +50.7 -64.0 +50,2 -633.1 r +49.8 -62.4 +49.4 36 ft -60.6 +55.9 59.1 +54.4 -58.1 +53.3 -57.3 +52.5 - 56.6 +51.9 56.1 +51.3 55.6 +50.8 -55.1 +50.4 -54.8 +50.0 ft -74.8 +55.9 -71.9 +54.4 -69.8 +53.3 -68.1 -66.8' +52.5 +51.9 -65.7 +51.3 -64,7 +50.8 -63.9 +50.4 -633.1 +50.0 38 ft 51.3 +56.5 59.8 +55.0 -58.7 +54.0 -57.9 +53.1 - 57.3 +52.5 56.7 +51.9 562 +51.4 - 55.8 +51.0 55.4 +50.6 ft -75.7 +56,5 -72.7 +55.0 - 70.6 +54,0 -68.9 -67.6 +53.1 +52.5 -66.5 +51.9 -65.5 +51.4 -64.6 +51.0 -63.8 +50.6 40 ft 52.0 +57.1 -60.5 +55.6 -59.4 +54.5 -58.6 +53.7 -57.9 +53.0 -57.3 +52.5 -56.8 +52.0 -56,4 +51.5 -56.0 +51.1 4A ft -76.5 +57.1 -73.5 +55.6 -71.3 +54.5 - 69.7 •68.3 +53.7 +53.0 -672 +52.5 -66.2 +52.0 -65.3 +51.5 -64.5 +51.1 42 ft 52.6 +57.7 -61.1 +56.2 - 60.0 +55.1 59.2 +54.3 -58.5 +53.6 -57.9' +53.0' - 57.4 +52.5 -57.0 +52.1 56.6 +51.7 42 ft -77.3 +57.7 -742 +56.2 -72.1 +55.1 -70.4 59.0 +54.3 +53.6 57.9 +53.0 56.9 +52.5 58.0 +52.1 552 +51.7 44 ft - 632 +58,3 - 61.7 +56.7 50.6 +55.7 -59.7 +54.8 59.1 +54.1 -58.5 +53.5 58.0 +53.0 -57,5 ;+52.6 57.1 +52.2 44 ft -78.0 +58.3 -75.0 +58.7 -72.8 +55.7 -71.1 - 69.7 +54.8 +54.1 -88.5 +53,5 -67.5 +53.0 - 66.6 +52.8 -65.8 +52.2 48 ft 53.8 +58.8 -62.3 +57.3 51.2 +562 -60.3 +55.3 -59.6 +54.6 59.0 +54.0 58.5 +53.5 -58.1 +63.1 57.7 ` : +527 ft -78.8 +58.8 -75.7 +57.3 -73.5 +582 -71.8 -70.4 +55.3 +54.6 -892 +54.0 58.2 +53.5 -67.3 +53.1 -66.5 +52.7 48 ft 54.4 +59,4 52.8 +57.8 51.7 +56.7 - 60.8 +55.8 - 60.1 +55.1 59.8 +54.5 59.0 +54.0 -58.6 +53.6 -56,2 +53.1 it -79.5 +59.4 -76.3 +57.8 -74.1 +56,7 -72.4 -71.0 +55.8 +55.1 -69.8 +54.5 -68.8 +54.0 -67.9 +53.6 -67.1 +53.1 50 ft 54.9 +59.9 53.4 +58.3 -62.2 +57.2 -61.4 +56.3 50.7 +55.6 -60.1 +55.0 -59.5 +54.5 -59.1 +54.0 -58.7 +53.6 50 ft " -80.2 +59.9 -77.0 +58.3 -74.8 +572 -73.0 -71.6 +56.3 +55.6 - 70.4 +55.0 -69.4 +54.5 -88.5 +54.0 -67.8 +53.6 52 ft -65.5 +60.4 -63.9 +58.8 -62.8 +57.6 -61.9 +56.8 51.2 +56.1 -60.6 +55.4 -80.0 +54.9 - 59.6 +54.5 59.2 +54.0 52 ft -80.8 +60.4 -77.6 +58.8 -75.4 +57.6 -73.6 -72.2 +56.8 +56.1 - 71.0 +55.4 59.9 +54.9 59.0 +54.5 -68.2 +54.0 54 ft -66.0 +60.8 - 84.4 +592 -63.3 +58.1 -62.4 +572 -61.7 +56.5 -61.0 +55.9 -60.5 +55.4 - 60.1 +54.9 59.6 +54.5 ft -81.5 +60.8 -78.3 +59.2 -76.0 +58.1 -742 -72.8 +572 +56.5 -71.6 +55.9 -70.5 +55.4 59.6 +54.9 -68,7 +54.5 56 ft - 66.5 +61.3 -64.9 +59.7 -83.7 +58.5 -62.9 +57.7 -62.1 +56.9 51.5 +58.3 - 61.0 +55.8 -60.5 +55.3 50.1 +54.9 56 ft -82.1 +61.3 -78.9 +59.7 -76.6 +58.5 -74.8 -73.3 +57.7 +56.9 -72.1 +56.3 -71.0 +55.8 -70.1 +55.3 -69.3 +54,9 80 ft -67.5 +62.2 -65.8 +60.6 -64.7 +59.4 - 63.8 +58.5 -63.0 +57.8 - 82.4 +57.1 -61.9 +56.8 -61.4 +56.1 -61.0 +55.7 ft - 83.3 +622 -60.0 +60.6 -77.7 +59.4 -75.9 -74.4 +58.5 +57.8 -732 +57.1 -72.1 +56.6 -71.1 +56.1 -70.3 +55.7 WIND VELOCITY =146 MPH EXPOSURE 'C' MRH =Q4 0' BASED ON,Kd =0:85 SEE TABLE NOTES FOR ALT Kd INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kd =10, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10* SHALL BE PERFORMED'' BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT z / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDEMTFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L BENNARDO, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I =1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCp1 = +/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0.85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOSI•9REtUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN NO AD r11:ONAL Cgt=II AFFIRMATIONS ARE INTENDED. • • • a= 10% OF LEAST HORIZONTAL' DIMENSION OR4048F MR?, • • WHICHEVER IS SMALLER, BUT NOT LESS THAN 4VeraFi °bbHORIZONAI• • DIMENSION OR 3FT (1m). USE ZONE 5 I AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRET/ 06%111P RL)UIRED. •••• • •a a • 0--1 ® 1 1 ELEVATION • • •• • • ONS 1:111. • • • • • • PEAK 3OOF UEQVNr• NEAR lZbIrr • • • •• a• •• • WALL ZONE FIGURES • • Z In 8 m REMARKS INIT ISSUE DRWN CL CHKD FLB DATE 04/19/06 TISIXCLWENT WEE PROPERTY OFFRMIX L BENNARDD, PE AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WRNOUT WRITTEN COMENNT OF FRANKL B0OL ,PE.- ALTERATONS.A0m10NS FBSHLIEW NO, OR OTHER WARNINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE CUR CERTIFICATION. 111111111111111 2004 FLORIDA BUILDING ASCE 7 -02, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING CODE •ate'" ENGINeERII&E• EXPRESS® ••• • 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 Fax: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH #9885. A FRANK L BENNARDO, P.E., INC. INNOVATION • MIAMI COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Simonton Building Products, Inc. dba Simonton Windows One Cochrane Drive Pennsboro, WV 26415 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 AM (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 300VL Stormbreaker Plus White PVC Double Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. DA0003, titled " Stormbreaker Plus Vinyl Double Hung Window NOA ", sheets 1 to 8 of 8, dated 01/26/07, with revision #3 dated 5/1/07, prepared by manufacturer, signed and sealed by Charles A. Pagen, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 04-0421.03 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. • • ••• •• •• • • • • • • • • • • • • • ••• • • • • • ••• • • • • • • ••• •• •• • • • • • • • • • • • • • ••• • •'• • • • •NikAidAIADE jo N FLORIDA • • • • • • MERR�) -I� E FL ILl BUILDING • 140 WE5T FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 • • • • (30�l9,) mot �01� • f7Ar(S05) 375 -2908 • • • • • , w rodYon1ine.com ••• II- •••• •• • • • • • ••• •• NOA No. 07 -0309.07 Expiration Date: August 05, 2009 Approval Date: June 7, 2007 Page 1 Simonton Windows • • ••. • ••.•• • • • •. • •; ••• • • • ••• • • • • • • • • ••• • • • •••• • • NOTICE OF ACCEPTANCE: EVRANCE §I,jBMITTER : , •; - • ••• •:. ••• • • A. DRAWINGS ••• .• 1. Manufacturer's die drawings and sections. : : ::: • . • • •• 2. Drawing No DA0003, Sheets 1 through 8 of 8',•titl&d "Stbrntreaits plus Vinyl Double Hung Windows NOA ", dated 1/26/07 with revision #3 dated 5/1/07, prepared by manufacturer, signed and sealed by Charles A. Pagen, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test, per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of PVC double hung window, prepared by Architectural Testing Inc., Test Report No. ATI -01- 48833.02 dated 04 /14/04, signed and sealed by Joseph A. Reed, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, dated 1/26/07 and revised on 5/11/07, prepared, signed and sealed by Charles A. Pagen, P.E. Complies with ASTM E1300 -98 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03- 0421.02 issued to Solutia, Inc. for "Saflex IIIG dated 01/08/04, expiring on 05/21/06. 2. Notice of Acceptance No. 00- 1212.04 issued to E.I. DuPont DeNemours for "Dupont Butacite ® PVB" dated 02/15/01, expiring on 12/11/05. F. STATEMENTS 1. Statement letter of conformance, dated January 26, 2007, signed and sealed by Charles A. Pagen, P.E. 2. Statement letter of no financial interest, dated January 26, 2007, signed and sealed by Charles A. Pagen, P.E. G. OTHER 1. Notice of Acceptance No. 04- 0421.03, issued to Simonton Windows for their Series 5500 Storm Breaker PVC Double Hung Window, • s *roved on 08/05/0 expiring on 08/05/09. 11 / /1 E -1 Manuel P E. Product Control a �T0 er NOA No. 07 `' .07 Expiration Date: August 05, 2009 Approval Date: June 7, 2007 4 SIMONTON* W I N D O W S 1 COCHRANE AVE PENNSBORO, WV 26415 PH. 800- 426 -2249 STORMBREAKER PLUS 300VL IMPACT RESISTANT VINYL DOUBLE HUNG WINDOWS GENERAL NOTES: 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE'HVHT OF FLORIDA BUILDING CODE 2. WOOD BUCKS BY OTHERS, MUST BE PROPERLY ENGINEERED AND ANCHORED TO TRANSER LOADS TO STRUCTURE AND THE INSTALLATION IS TO BE REVIEWED BY BUILDING OFFICIAL. • 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. FOR DESIGN PRESSURE RATING SEE CHART THIS SHEET. 5. INSTALLATION OF THIS SYSTEM DOES NOT REQUIRE THE USE OF APPROVED SHE PROTECTION DEVICE. 8. THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR HIGH VELOCITY HURRICANE ZONES. TABLE OF CONTENTS SHEET # DESCRIPTION 1 GENERAL NOTES & TYPICAL ELEVATIONS 2 VERTICAL CROSS SECTIONS (2X) & GLAZING DETAILS 3 HORIZONTAL CROSS SECTIONS (2X) $ GLAZING DETAILS 4 VERTICAL & HORIZONTAL CROSS SECTIONS (1X) 5 ANCHORING LOCATIONS 8 BILL OF MATERIALS & COMPONENTS 7 COMPONENTS 53° OVERALL FRAME WIDTH 46.13" MAX. D.L.O. 1 2 ADDED TAPCON 1 X INSTALLATION METHOD (SHEET 4 & 5) REVISED MARKETING NAME 5500 SERIES TO 300V1. (SHEET 1) ADDED SYMBOLS & NOTES (SHEET 1, 6 & 1/22/07 3126/07 GLS GLS 5/1/07 37° OVERALL FRAME WIDTH 30.13° MAX. D.L.O. 0 53° X 71° DOUBLE HUNG WINDOW W/ S FEEL REINFORCEMENT LA 1" INSULATED, IMPACT RESISTANT GLAZING VIEWED FROM EXTERIOR 1' INSULATED GLASS SIZE DESIGN PRESSURE RATINGS NEG. 58.0 PSF 3/18° TEMP AIR 118° ANN - 0.100 PVB -118" ANN UP TO 53" X 71" POS. 55.0 PSF 53° X 71° DOUBLE HUNG WINDOW W/ S FEEL REINFORCEMENT LA 1" INSULATED, IMPACT RESISTANT GLAZING VIEWED FROM EXTERIOR 1' INSULATED GLASS SIZE DESIGN PRESSURE RATINGS NEG. 58.0 PSF 3/18° TEMP AIR 118° ANN - 0.100 PVB -118" ANN UP TO 53" X 71" POS. 55.0 PSF 3/18' TEMP AIR 1/8" ANN - 0.100 PVB -1 /8" ANN UP TO 3T X 76" POS. 60.0 PSF NEG. 70.0 PSF 1/8" TEMP AIR 1/8° ANN - 0.100 PVB -1/8' ANN UP TO 53" X 71' POS. 52.8 PSF NEG. 52.8 PSF 1 sEMP AIR 1./_8° ANN - 0.100 PVB - 1/8° ANN UP TO 53' X8.8° aOS 55-0p�S F �II O-56. 'VW TEMP AIR 118° ANN - 0T00 O 53" 64.5' POS. 55.0 PSP NEG. 58.0 1/8' TEMP AIR 1/8" ANN - 0.100 PVB - 1/8° ANN UP TO 37" X 78° POS. 80.0 PSF NEG. 70.0 PSF 37' X 76" DOUBLE HUNG WINDOW W /ALUMINUM REINFORCEMEN f 33 1" INSULATED, IMPACT RESISTANT GLAZING VIEWED FROM EXTERIOR GLS •••• • • • TODUCPREYl9nt •• SiliColk 00000 • ••••• •••• f. T: ir 111iK B 4- • • • 000000 • • • ••• • • •• '7,••• • • • •••••• • • •••••• • • Qiy1,;;ci:ia' ,r,7Lt141 -, 4 3 • • • • • •• • • •••• •• • • • • 0 /a:11 - " •a'*_ 1 . . © 53 x 71 DOUBLE HUNG W/ STEEL REINFORCEMENTS © : • 9I © 37 x 76 DOUBLE HUNG W/ ALUMINUM REINFORCEMENTS DESCRIMIIII 2 ADDED TAPCON 1X INSTALLATION METH (SHEET 4 do 5) gRgEgggYqIppS MARKETING NN�AM(E FROM 1) ADDED SYMBOLS & NOTESS�EET 1, 6 & 7) DATE 1/22/07 3/26/07 5/1/07 sr GLS GLS .625" GLASS BITE 1/8" ANNEALED .100" PVB 1/8" ANNEALED AIR SPACE INTERIOR GLAZING W /DUPONT 1/8" TEMPERED SPACER DETAIL LAMINATE EXTERIOR .625° INTERIOR GLASS BITE 1/8" ANNEALED .100" PVB 1/8° ANNEALED AIR SPACE 3/16" TEMPERED SPACER GLAZING DETAIL W /DUPONT LAMINATE UNITS LARGER THAN 37° x 76 USE STEEL REINFORCEMENTS. . EXTERIOR • • • • • •• • •••••• • 000000 •••• Mt ' CHARLES A. PA FL REG. ENG. DATE: 9121• •••• • f *��1 • F •f OO O t ►j/ sxn H 4- • ID opt •• rf •• • 000000 • • •••••• • ••• • IilililK Ir i FDA IIIArsiv∎ts1,uMr "aLvmrailt u4 V!6 9/A600i••• • • • • • •• • •••• • ••• • • • • • •••••• • • • •••••• • • 4 AVQRIZTITAINtLrIZErREI REINFORCEMENTS REV0310 DATE 1 . 2 3 ADDED TAPCON 1X INSTALLATION 4 & 5) - 4 NG NAME FROM 3500 SDKS TO 300VL CVO 1) ADDED MBOLS NOTES Hal 1 5 it 7) 1/22/07 3/26/07 GLS GLS 5/1/07 .625° GLASS sm 1/Er ANNEALS) .100" PVB 1/8" ANNEALED AIR SPACE 0 1/8" TEMPERED INTERIOR SPACER GLAZING DETAIL W/SOLUTIA LAMINATE EXTERIOR .625' INTERIOR GLASS BITE 1/8° ANNEALED .100° PVB 1/8" ANNEALED AIR SPACE 3/16" TEMPERED SPACER GLAZING DETAIL W/SOLUTIA LAMINATE NOTE; UNITS LARGER THAN 37" x 76" USE STEEL REINFORCEMENTS. EXTERIOR a 0000000 000 0000000 At"4"EMAThaaRIERIC:::11170 • X... • vmr •■■-yr --•■•••■, • • ••• • • • • • 4444•0041,610sfirMs • 4 3 a 44, , CHARLES A. A074 R'E' FL. REG. ENO 121 • DATE: 11 •••• • MMEZMI rartipilokw, TU “mA Kfa 4 WI IY/ 11110 IISPittN°F4r9 • • VIM& •• • 000000 • • 000000 • ••• Ab••• 9/20/Iff• • • • • • •oo••• o • • •00000 • • • • • • • •• • •••• • •••• • •• • • • • •• • VEVICAL puns SECTION 53 x 71. DOUBLE HUNG W/ STEEL REINFORCEMENTS IESCRIPTISI 1 2 ADDED TAPCON 1X INSTALLATION METHOD (SHEET 4 & S) REVISED MARKETING NAME FROM 5500 SERIES TO 300VL (SH 1) ADDED SYMBOLS & NOTES StSHHEET 1, 6 & 7) • M E ar 1/22/07 G1S 3/26/07 GLS .5/1/07 GIS • • • •• • 0••••• • •••••• •••• •• B •1‘••• 0 • • 0000•• • • 0000•• • • • • •• • • • 000000 • • • ••000• 37 x 78 DOUBLE HUNG W/ ALUMINUM REINFORCEMENTS CHARLES A. FL. REG. ENG DATE: A [1L'e i..+� ° +..3'Iti_ll111"_' GnlCi�y�;Ii;r�'(iij *n'�,n, 6' w•i1 "� qir iva L ••• • • • • • •• • •••• •t • • • • 4 .25" MAX. — SHIM SPACE f\ .6.►•Jc WITH STEEL REINFORCEMENTS 37" OVERALL FRAME WIDTH 25" MAX. SHIM SPACE 1.25" MIN. EMS. cHORIZONTAL CROSS SECTION WITH ALUMINUM REINFORCEMENTS EXIEBLQB 1.25" MIN. EMB. »txCRrom1, 2 ADDED TAPCON 1X INSTALLATION AQ REVISED (SHEET 4 & NAME FROM AADDDDEED SYMBOLS k NOTES ( ?BEET 1, 6 & 7) DATE 1/22/07 3/26/07 5/1/07 GLS GLS GLS • • • • • •• • •••••• • OOOOOO •••• idaq� ROSS • r v rF • 3 2 CHARLES A. PA FL. REG. ENG. # DATE: .Yi[ P.E. 9121 • :7 91V 'nil• fr. , ••L • • • • • •• • •• B !I••• • • • •••• • • •• • •• • 1/2S/17• • a • • • 1 •••• • • ••••• •• • • • • •• • OOOOO • • •••••• • • 5" CO 43" SEE NOTE 2 r-5" LDS to 9.5" 9.5" ANCHORING LOCATIONS SINGLE WINDOW 53 °X71° 1. FASTENERS ARE LOCATED IN INTERIOR TRACK. 2. FASTENERS ARE LOCATED IN EXTERIOR TRACK. 3. USE ONLY DADE COUNTY APPROVED FASTENERS AND SHIMS. 4. THE WOOD SCREW, TAPCON & SHEET METAL SCREW FASTENERS ARE AU. LOCATED .AT THE SAME WINDOW LOCATIONS. THE SAME NUMBER OF FASTENERS ARE USED FOR A OIVEN WINDOW IN WOOD OR CONCRETE STRUCTURE. t in SEE NOTE 1 @OR@ 1,1 1,3 SEE NOTE 1 SEE NOTE 2 @OR@3 1 T F IESCRIPTION 1 2 ADDED TAPCON 1 X INSTALLATION METHOD (SHEET 4 & 5) REVISED MARKETING NAME FROM 5500 SERIES TO 300VL (SHEET 1) ADDED SYMBOLS & NOTES (SHEET 1, 6 & 7) Bare 1/22/07 3/26/07 5/1/07 m GLS GLS GLS 27° r-- SEE NOTE 2 5 "j e A 9.5" 9.5" ANCHORING LOCATIONS SINGLE WINDOW 37" X 76° 4 3 2 SEE NOTE 1 @OR@ A A co SEE NOTE 2 ©OR®3 N • • • • •• • LasMOO l • • • PAW* ••141•• .2 • •. • •••• • •••• • • • • $T� • irr�t (ONTO • • o o 1 •• ..• �• R�ER •ip ••TIR •• • •• 1°t/26A 1, • • • •• • 000000 • • •••••• • • .11:3, '1` •nil. ,iC•7 ^11.T4rT1T'f wti. • • • • • 1 •••• • • •••• •• • • • • BILL OF MATERIALS ITEM DESCRIPTION MATERIAL 1 COMMON RAIL VINYL— SIMEX, INC. 2 LIFT RAIL VINYL— SIMEX, INC. 3 EQUAL GLASS STILE VINYL— SIMEX, INC 4 LIFT RAIL VINYL—SINN, INC. — 5 HEAD INSERT 6 KEEPER STILE VINYL— SIMEX, INC. 7 2 X 4 INNER WOOD BUCK WOOD 8 I X 4 INNER WOOD BUCK WOOD 9 1 " GLAZING BEAD — 10 FOAM TITE C —FOLD BY AMESBURY GROUP FOAM 11 FIN WEATHERSTRIPPING (.250) FOAM 12 FOAM BULB (TOP RAIL) BY AMESBURY GROUP FOAM 13 SCREEN TRACK INSERT — 14 SILICONE CAULK SIUCONE 15 GLAZING COMPOUND (NATIONAL STARCH 939A) — 16 5111 VINYL— SIMEX, INC. 17 #10 X 3" SHEET METAL SCREW STEEL 18 FIN WEATHERSTRIPPING (.210) — 19 1" INSULATED IMPACT RESISTANT GLASS (SEE GLAZING DETAILS SHEET 2 AND SHEET 3) GLASS 20 KEEPER LOCK SET 30219 BY TRUTH — 21 LOCK RAIL VINYL — SIMEX, INC. 22 #10 X 2 3/8" SHEET METAL SCREW STEEL 23 1/4" DIA X 3 3/4" TAPCON ANCHOR STEEL 24 EXTRUDED VINYL DOUBLE HUNG HEAD /JAMB VINYL — SIMEX, INC. 25 1 /4" DIA X 3 1/4" TAPCON ANCHOR STEEL 26 SCREEN — 27 REINFORCEMENT 16107 ALUMINUM 28 REINFORCEMENT 56109 ALUMINUM 29' REINFORCEMENT 60911 ALUMINUM 30 REINFORCEMENT 56110 ALUMINUM 31 FIN WEATHERSTRIPPING (.340) FOAM 32 FOAM TITE BULB (BOTTOM RAIL SILL) BY AMESBURY FOAM 33 FOAM TITE FRAME .180 HEAD INSERT BY AMESBURY FOAM 34 TILT LATCH 76825 BY ASHLAND — 35 OFFSET PIVOT BAR 12985 BY ASHLAND — 36 REINFORCEMENT 56111 ALUMINUM 37 REINFORCEMENT DH78/79 STEEL 38 REINFORCEMENT DH75 STEEL 39 REINFORCEMENT ST -439 STEEL 40 REINFORCEMENT DH76 STEEL 41 SHIM WOOD 0 0 O COMMON SASH P/N DH75 0 1.535 O P/N D IL O 1" GLAZINQ OEM P/N B18 MESCRIPTMN mre 2 ADDED TAPCON 1X INSTALLATION METHOD (SHEET 4 & 5) REVISED MARKETING NAME PROM 5500 SERIES TO 300VL_ (SHEET 1) ADDED SYMBOLS & NOTES 1, 6 & 7) 1/22/07 3/26/07 5/1/07 GLS GLS 01 �j 1.535 O2 EQUAL $ P/N DH79 O HEAD INSERT P/N VPI -421 1.535 (J EOUAL FLASG P/N DH78 3.250 24 DOUBLE HUNG JAMB/HEAD �� P•• D• • aompy¢t�g�i1, Baddlag • • • Coo33ee •••••• • 000000 •••• CHARLES A. PA "+$ P.EE FL. REG. ENG. # . 9121 • DATE: 0 • AL 22/37 • 70? liaror F9.11FILIMIrjr i041, !"Ti•,Pik • • • • • •• • ••• • • • • • • • 11 r•• • • 000 • ••• • •• •• ••• •• • • 00000 • • •••••• • - FOAM TITE C -FOLQ 10 BOTTOM RAIL WEATHERSTRIPPING 0) m to 0.748 0.398 --j f -- co co 28 REINFORCEMEN1 56109 P/N DH79A ALUMINUM 6063 -T5 .062" WALL • * ,250" FIN WEATHERSTRIPPING .210 FIN WEATHERSTRIPPING ,340" FIN WEATHERSTRIPPING 0.796 0.748 REINFORCEMENT 60911 ALUMINUM 6063 -T5 .062" WALL ao co co co 0.748 p 0 --- 0.748 0 --� 0.453 36 REINFORCEMENT 56111 P/N DH75A ALUMINUM 6063 -T5 .062" WALL 0.275 0.171 37 REINFORCEMENT DH78/79 16 GA H.D. GALV G -90 4 .r rn 0) M 0 0.157 0 0. 48 40 REINFORCEMENT DH76 16 GA H.D. GALV G -90 3 FOAM TITE TOP RAIL 12 WEATHERSTRIPPING co d 1 2 3 ADDED TAPCON 1X INSTALLATION E-2 (SHEET 4 & 5) MAR NG NAME FROM 5500 SERIES TO 300VL (SK 1) ADDED SYMBOLS & NOTES SH 1 6 & 7) 1/22/07 3/26/07 BY GLS GLS 5/1/07 GLS 13 SCREEN TRACK INSERT N. rn d 0) 0 748 27 REINFORCEMENT 16107 P/N DH76A ALUMINUM 6063 -T5 0.647 d. .062" WALL • 0.315 REINFORCEMENT 56110 32 FOAM TITE 33 BOTTOM FOAM TITE ERAME .180 <- P/N DH74A SILL BULB HEAD INSERT ALUMINUM 6063 -T5 .062" WALL 3 0.748 0 0.750 1 0 0 3 0.250 S8 REINFORCEMENT DH75 16 GA H.D. GALV G -90 Eams 39 REINFORCEMENT ST -439 • 16 GA H.D. GALV G -90 • • •. •. • ••...• • • • •• nooulartitfik oompkivesliVe 14.4+. 01 �9 • • • 000000 • • •• • • • • • • Q� E CHARLES A. P 14 N; . FL REG. ENG. 912'1•. DATE: c�IIiO 7 TT�� w • • • • • •• • ••• • •••• •• • • • • • • •••••• • • , A, MIAMI COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Simonton Windows One Cochrane Drive Paulsboro, WV 26415 SCOPE: • • •• •• • • • • • • • • • ••• • • • • ••• •�• • • • ••••• • ••• • • ••• • • • • • • • • • • • • • •• •• •• • • • • . •• • • • • • • • bAb4CQe DITY, FLORIDA • • ME1R(3 -DADS& AIWA BUILDING 140 WEST FLAGLER STREET, SUITE 1603 • • • • • • • MIAMI, FLORIDA 33130 -1563 • • , • . • :300) /75.!901. °IIAX (305) 375 -2908 • • • • . •• •• • • • • ; • • • • infcodeonline.c om 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 "300VL Stormbreaker Plus" White PVC Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. DA0002, titled "Stormbreaker Plus 300VL Impact Resistant Vinyl Picture & No Hinge Casement Windows ", dated 6/20/06 with revision #2 dated 10/20/06, sheets 1 through 5 of 5, prepared by manufacturer, signed and sealed by Charles A. Pagen, P.E., bearing the Miami - Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small 1Vfissile 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 be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 040303.01 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 064914.03 Expiration Date: April 29, 2009 Approval Date:. April 12, 2007 Page 1 Simonton Windows •• •• ••• • • • ••• • • • • • • •• •• • • • • • • • ,• • • . • • ••• • • • • • ••• • • • • •1• • • • ••• •'• •. • • NOTICE OF ACCEPTANCE: EVidE1�' • %SIRMti mZ ; • • • • • • : SIMONTON' W I N D O W S 1 COCHRANE AVE. PENNSBORO, WV 26415 PH. 800 - 426 -2249 STORMBREAKER PLUS 300VL IMPACT RESISTANT VINYL PICTURE & NO HINGE CASEMENT WINDOWS GENERAL NOTES 1. SHIMS ARE OPTIONAL, MAX. SHIM STACK 1/4 ". ONLY MIAMI —DADE COUNTY APPROVED SHIMS, CORROSION RESISTANT FASTENERS AND ELCO /ITW TAPCON FASTENERS SHALL BE USED. WINDOW INSTALLERS SHALL FOLLOW ALL FASTENER MANUFACTURERS' INSTRUCTIONS. 2. HIGH QUAUTY CAULK SHALL BE USED BEHIND WINDOW FLANGES. 3. WOOD BUCKS (BY OTHERS) MUST SUSTAIN ALL IMPOSED LOADS. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING WINDOW OPENING AND ALL WOOD FRAMING AROUND WINDOW. WOOD BUCKS BY OTHERS MUST BE PROPERLY ANCHORED TO TRANSFER LOADS TO THE STRUCTURE AND SHALL BE INSPECTED BY , BUILDING OFFICIAL 4. CONCRETE SHALL CONFORM TO ACI MANUAL OF CONCRETE PRACTICE, ACI 301. CONCRETE COMPRESSIVE STRENGTH =3,200 PSI. 5. THE PICTURE WINDOWS ARE ENGINEERED, DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF 2004 FLORIDA BUILDING CODE (FBC REVISED 2005) AND WIND LOADS ON STRUCTURES FOR HIGH VELOCITY HURRICANE ZONE (HVHZ). 6. BASED ON LABORATORY TEST REPORT NUMBER ATI -01- 48840.01- 122 -18, BY ARCHITECTURAL TESTING INC. REVISION X11, DATED 6- 30 -06, ORIGINAL REPORT DATED 2- 12 -04. DRAWINGS AND INSTALLATION DIAGRAMS OF FIXED VINYL WINDOWS BY HURRICANE TESTING LABS., INC. 7. NO SHUTTERS OR EXTERNAL PROTECTION DEVICES ARE REQUIRED. 96° MAX. FRAME WIDTH 90° MAX. D.LO. WIDTH <wx DESCRIPTON DATE BY UPDATED GLASS ORIENTATION Be NOA 6/20/06 GLS ADDED NOTE #3 TO PAGE 4 10/20/06 GLS 72" MAX FRAME WIDTH 65" MAX. D.L.O. WIDTH 96" X 48" PICTURE WINDOW STORMBREAKER PLUS 72" X 60" PICTURE WINDOW STORMBREAKER PLUS NO HINGE CASEMENT DESIGN PRESSURE RATING +50.0 PSF —50.0 PSF 72" MAX FRAME WIDTH 60.75° MAX. D.LO. WIDTH 72" X 60" PICTURE WINDOW STORMBREAKER PLUS EYEBROW W/ LEGS TABLE OF CONTENTS SHEET* DESCRIPTION 1 GENERAL NOTES & TYPICAL ELEVATIONS 2 VERTICAL CROSS SECTIONS 3 HORIZONTAL CROSS SECTIONS 4 ANCHORING LOCATIONS 6 COMPONENTS, BILL OF MATERIALS & GLAZING DETAILS DESIGN PRESSURE RATING +65.0 PSF —65.0 PSF 72" MAX FRAME WIDTH x <_ ¢0 w Ma m E N 0 0 72" X 60" PICTURE WINDOW STORMBREAKER PLUS UN —EQUAL LEG TRIANGLE DESIGN PRESSURE RATING +65.0 PSF —65.0 PSF ALL MODELS ARE VIEWED FROM THE EXTERIOR • • • • • •• • • • •••• •••• • • •••• •••••• • • 72" X 36" PICTURE WIROOVP • STORMBREAKER PLUS HA L •ROMICii DESIGN PRESSURE RATING • +65.0 PSF —65.0 PSF • • • . •••• • •• ••4 • • •• PRODUCT IiEYISED • • • II 000000 ,tmp with w Phil% i ablephoseg No P. .% ' 0 11401100111 ' • •• CHARLES AGEN, P.E. FLREG.EN. # 1 491 DATE' — $'Y' Q • • •• •1I1/04r, ••4`• SIMO1�i'$O s V/2o /06 W I N D O W! e® alb PR 6/20/05 axe FIT��1 i 5 0� S PLUS OMNI •� •98/2/06 VINYL nosEDEO FRAME WOWS VERTICAL CROSS $ECTIOIr a • L 3 2X SEE GENERAL NOTE 2 SHT 1 #12 X 2 3/4° P FH SMS/W00 SCREWS in -Z 7 INTERIOR 1" THK. EXTERIOR o z N W d ''a b ° • A '.' VERTICAL CROSS SECTION 2X SUB BUCK STANDARD PICTURE WINDOW #12 X 3" P FH SMS/WOOD SCREWS DESCRIPTION DATE UPDATED GLASS ORIENTATION & NOA 6/20/06 2 ADDED NOTE #3 TO PAGE 4 10/20/06 GLS GLS 2X SEE GENERAL NOTE 2 SHT 1 INTERIOR 1" THK EXTERIOR . • o . . • O • O • • d * A • • • n o. 0 2 2 VERTICAL CROSS SECTION 2X SUB BUCK NO HINGE CASEMENT NOTE: 1. THE SHIM IS TO BE A "RIGID /STIFF" MATERIAL THAT COMPLIES WITH THE REQUIREMENTS OF THE MIAMI —DADE COUNTY, FL AND FLORIDA BUILDING CODE. 2. CORROSION RESISTANT FASTENERS AND MATERIALS THAT COME IN CONTACT WITH THE OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BUILDING CODE, SECTION 2003.8.4 (SUPPLEMENT 2005). 1/4" DIA X 3 3/4" TAPCON LJ W m 0 a wz C W 0 C4 0 0 0 z X SEE GENERAL NOTE 2 •SHT.1 1" THK. INTERIOR 1111 j• • EXTERIOR • •••• VERi19AL f•ROSS SE•C110N • • • • o • 1X SUB BUGN•$ycrel W/ F CTUiIE�'WINDOW • ONLY HEAD Spa/ •SILL IS EXAC'TL`i THE SAIL • • • • NO HINGE •• CASEMENT IS SAME • a • • .• • ••••.• 0•00 • PiU9UU rOVISED • • • • S • • • . Lair tot Ebs�r• � • • • • • 9• • •• •• •••••• • • • • • •• CHARLES A. FL REG. ENG. DATE: 1/45 5— P.E. 4912x.: 07 • • • ••• •••• �@ •• • 111.° NOe"�"0e•.w: SIM c 1 s V20/06• WIND Wa••••R 6/20/06 are FIT am 2a 5 •A""hP 8/2/06 STUN PLUS VINYL imeFIXE1I FRAME % MDUWS VERTICAL CROSS SECTIDb o D o a V .25° MAX SHIM (SEE NOTE 1) ARO D' • p V • • D w • .4 4 1.5" MIN. EMB. 0 EXTERIOR 0 0 .25° MAX SHIM (SEE NOTE 1) #12 X 2 3/4" P FH SMS /WS INTERIOR 0 1.5" MIN. EMB. INTO WOOD HORIZONTAL CROSS SECTION 2X SUB BUCK STANDARD PICTURE WINDOW 1.5" MIN. EMB. INTO WOOD D EXTERIOR 0 1.5° MIN. EMB. .25° MAX' SHIM (SEE NOTE 1) 0 #12 X 3" P FH SMS/WS • INTERIOR HORIZONTAL CROSS SECTION '1: V •• . Q' v • vr IIIII A 2X SUB BUCK NO HINGE FIXED CASEMENT 9: DATE BY UPDATED GLASS ORIENTATION & NOA 6/20/06 GLS ADDED NOTE #3 TO PAGE 4 10/20/06 GLS .25" MAX SHIM (SEE NOTE 1) 1/4° DIA X 3 3/4° TAPCON INTERIOR SEE GENERAL NOTE 2 SHT. 1 1.25" MIN. EMB. INTO CONCRETE • • • • • ••• •••••• HORIZONTAL CROSS' SECTION. • • • 1X SUB BUCK SHWON•�, *PI CTURE IUQW •• ONLY ONE SIDE SHOWN (9900116V6 IS EXACTL/ THE SAM# • • • • • NO HINGE CA*Sf00 NT IS StAi O•A- .. • as v •••••• NOTE: •••••• 1. THE SHIM IS TO BE A "RIGID /STIFF" MATERIA • IHATT COMPLIES WITH THE REQUIREMENTS OF THE MIAMI -g1� COUNTY, FL AND FLORIDA BUILDING CODE. • • • • •• .- CHARLES A. EN, P.E. FL. REG. ENG. 49121 DATE: ,y ,(J • CLIZI Cfllde die • •. •- •• SI� :w s nne "'' R 6/20/06 ass FIT •3,5 vvvvemp 8/2/06 offs STD2MBREAt4 R PLUS VINYL shBF]XEB FRAME V1NBfV$ VERTICAL CROSS SECTION 6" --12" 0.C. MAX TYP c 96' • SPRING LINE 6" MAX TYP ENDS (3. N Q (3. NQ 12" O.C. MAX TYP I I 6" 6" MAX TYP ENDS , X 48" PICTURE WINDOW ANCHORING LOCATIONS 72" X 60" PICTURE WINDOW ANCHORING LOCATIONS "06, 4;4_ 2C•1 )A SPRING LINE 12" 0.C. MAX TYP 6" MAX F TYP ENDS 72" X 60" EYEBROW W/ LEGS ANCHORING LOCATIONS 9� T�AC • y� 1_13.5" 0.C. MAX TYP REV1SMAS REV. DESCRIPTDIN DATE BY 1 UPDATED GLASS ORIENTATION & NOA 6/20/06 GLS ADDED NOTE #3 TO PAGE 4 10/20/06 GLS 72" X 60" UNEQUAL LEG TRIANGLE ANCHORING LOCATIONS NOTES 1. WHEN ANCHORING PICTURE WINDOWS TO A 2X BUCK USE ITEM #7, A #12 X 2 3/4° PHILLIPS FLAT HEAD SHEET METAL SCREW. WHEN ANCHORING PICTURE WINDOWS TO A 1X BUCK AND CONCRETE USE ITEM #8 1/4" X 3 3/4" ELCO/ITW TAPCONS. 2. WHEN ANCHORING NO HINGE FIXED CASEMENT WINDOWS TO A 2X BUCK USE ITEM #4, A #12 X 3" PHILLIPS FLAT HEAD SHEET METAL SCREW. WHEN ANCHORING NO HINGE FIXED CASEMENT WINDOWS TO A 1X BUCK AND CONCRETE USE ITEM #8 1/4" X 3 3/4" ELCO /ITW TAPCONS. 3. THE 96" X 48" RECTANGULAR FIXED WINDOW WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED EITHER HORIZONTALLY AND VERTICALLY AND QUALIFY FOR THE DESIGN PRESSURE = +/- 65 PSF. SMALLER RECTANGULAR SIZE WINDOWS WILL ALSO QUAUFY FOR THE DESIGN PRESSURE _ +/- 65 PSF." I_ 6 " 1 12" O.C. MAX. TYP. 72" X 36" HALF ROUND ANCHORING LOCATIONS • • • • • •• • ••.••• • •••••• •••. • • •••• ••.••• • • •• •• OOOOOO • • • • CHARLES A. T EM, P.E. FL. REG. ENG. 49121 DATE :d —' 7 •••• • • •••• •••••. •• • • • • • •• OOOOOO • • • REVaSED •'s. with to Nelda • SIMoNTON' is • r/20/04, I N Dog ,I ®•R • am FIT l74'' —672M6 'a /2/06 STDRN PLUS VINYL ni iXED FRAME VINDIVS %ERTICAL CROSS SECTION EXTERIOR O p lir' �' � �,II No=F-1 I © INTERIOR 625" GLASS 1n J EXTERIOR BITE 3/16" HEAT STRENGTHEN .090" SENTRY GLASS PLUS 3/16" HEAT STRENGTHEN .41" AIR SPACE /8" TEMPERED 1.0" INSULATED TEMPERED IMPACT RESISTANT GLASS GLAZING DETAIL 3/16" HEAT STRENGTHEN .090° SENTRY GLASS PLUS 3/16° HEAT STRENGTHEN .41" AIR SPACE /8" TEMPERED .625" MIN. GLASS BITE 1.0" INSULATED TEMPERED IMPACT RESISTANT GLASS GLAZING DETAIL NO HINGE FIXED CASEMENT NO HINGE FIXED CASEMENT WINDOW FRAME VINYL 0.060" MIN. WALL & 0.079" MAX WALK r-- 1.57 ". 1.59 " — III 3.25" 3.87° PICTURE WINDOW FRAME VINYL 0.060" MIN. WALL & 0.079" MAX WALL a1 GLAZING GASKET SG 3004 RENKO CANADA REVISI01S REV. DESCRNTDH4 DATE HY 1 UPDATED GLASS ORIENTATION & NOA 6/20/06 GLS ADDED NOTE #3 TO PAGE 4 10/20/06 GLS ITEM DESCRIPTION MATERIAL 1 EXTRUDED VINYL PICTURE WINDOW FRAME SIMEX #PW0902S WHITE RIGID VINYL 2 EXTRUDED VINYL GLAZING BEAD VEKA #BV34 PICTURE WINDOW WHITE RIGID VINYL 3 ° GLAZING GASKET SG 3004 RENKO CANADA EPDM 4 #12 X 3' PHIWPS FLAT HEAD SHEET METAL SCREW/WS STEEL 5 VINYL ANCHOR SCREW LOCATION CAP •WHITE RIGID VINYL 6 GLAZING COMPOUND NATIONAL STARCH 939A - 7 #12 X 2 3/4" PHIWP FIAT HEAD SHEET METAL SCREW/WS STEEL 8 1/4" X 3 3/4" ELCO /ITW TAPCON ANCHOR STEEL 9 1.0' OVERALL INSULATED TEMPERED /HEAT STRENGTHEN IMPACT GLASS W/0.090" SENTRY GLASS PLUS INTERLAYER - 10 SILICONE CAULK GE SILICONE 1 WINDOW & DOOR SILICONE 11 GLAZING SETTING BLOCK - 12 EXTRUDED VINYL NO HINGE FIXED CASEMENT WINDOW FRAME VEKA #PW0901S WHITE RIGID VINYL 13 EXTRUDED VINYL GLAZING BEAD NO HINGE FIXED CASEMENT WINDOW VEKA #6V68 WHITE RIGID VINYL 14 FOAM GLAZING SPACER FOAM 15 ALUMINUM GLAZING SPACER ALUM. GLAZING BEAQ NO HINGE FIXED CASEMENT • NOTE: GLAZING BEAD PICTURE WINDOW VINYL 0.079" MAX. WALL 0.059" MIN. WALL EXTRUSION TO :BE LAIBELED • 041.44NPA PVC EXTRUSION CERilWItA1ON LABEL•& MDCA" • • • • D & EXTRUSIONC•0��• • ••• • •••••• • • • • • PRODUCT REVISED • • • • • WW1 the Fhlegi o • • • •••• • • •••••• • • •• •• •.1•.• • • • ••• • CHARLES A. FL REG. ENG. DATE: EN,- P.E. 49121 » STDRM MEANER PLUS VINYL 07 SIMONT® "tEs • V20/0(i w1NDo M•I R: X16 •" tAP n/2/06 NU FIT 14915 =s • FRAME VINIHIVS VERTICAL CROSS SECTILIA MIA M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION • • 0• •0 • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • • 0•• • • 0• 0• • • • • 0 000.0 • • 0 • • • • • • 00* • • • • • 1 1AMT,T DADS COUNTY, FLORIDA • : • 1tkttRIVAljE FLACAIR BUILDING trwEsKFLAtult $T$E /T•SU1TI 1603 '11AIvK, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 • • •0• 00 0 • 0. .•. NOTICE OF ACCEPTANCE (NOA) • •' • 0.00 Simonton Bugdmg Products, Inc. (dba Simonton Windows) 1 Cochrane Avenue Pennsboro, WV 26415 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 immediat iy 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "002/002" 1 "x 4" Aluminum Tube Clipped Mullion- Impact APPROVAL DOCUMENT: Drawing No. Dade -135, titled "002/002 Storm Breaker Plus AL Mullion ", sheets 1 through 4 of 4, prepared by manufacturer, dated 06 -13-04 and last revision on 6/28/04, signed and sealed by Charles A. Pagen, 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: Large Missile 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 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 sheets E -1 & E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. '• • 00 • • • • • ••• •• NOA No 04 -0331.01 Expiration Date: August 05,2009 Approval Date: August 05,2004 Page 1 • • •.. • . •• •• • •. • .• • • • • • • • • • • • • • ••• • • • • • .•. • • • • • • • • • • • ••• Simonton Building Products, Inc. • • • • • • • • • • • •• (dba Simonton Windows • • • • • • • • • • NOTICE OF ACCEPTANCE: EVIDENCE SUB1fT1"YD •' • • • • O - • • • .. ••• •• A. DRAWINGS . ••••••••. •. 1. Manufacturer's die drawings and sections. • • • • • • • 2. Drawing No. Dade -135, titled "002/002 Storm Breaker Plus AL Mullion ", sheets'1 through 4 of 4, prepared by manufacturer, dated 06 -13 -04 and last revision on 6/28/04, signed-and sealed by Charles A. Pagen, P.E. B. TESTS (Test conducted under SFBC, PA 201, 202 and 203 -94 now known as FBC, TAS 201, 202 and TAS 203 -94, test report issued to Norandex (transfer of sales to Simonton) 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 5) Large Missile impact Test per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked up drawings and installation diagram of aluminum tube clipped mullion, prepared by Fenestration Testing Laboratory Inc, Test Report No.FTL -3476 (02065), dated July 03, 2002, signed and sealed, based on review of original test report) by Edmundo Lagaespada, P.E. (Note: Original test witnessed by Luis Figueredo, P. E.) C. CALCULATIONS, 1. Anchor verification and performance analysis dated 03/05/04 and last revised. on 6/28/04, prepared, signed and sealed by Charles A. Pagen, P.E. D. QUALITY ASSURANCE BY: 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERI.Ik'CATIONS 1. None F. STATEMENTS 1. Court order case #00- 0387(JFK), dated 01 -27 -2003, asset sell and purchase agreement between Exterior System Inc (Seller) and Simonton Building Products (Buyer). 2. State of Delaware certification dated 27 th December 1999, confirming corporation organization and existing of "Norandex Inc" under the name of `Exterior System Inc." under the law of State of Delaware. 3. State of Florida certification dated April 29, 2003, Confirming Simonton Building Products Florida Inc, corporation organized under the law of West Virginia, authorized to transfer business in the State of Florida. E -1 )4.1., 1. LLac4c4 L Chanda, P.E. Product Control Examiner NOA No 04-0331.01 Expiration Date: August 05, 2009 Approval Date: August 05, 2004 Simonton Building Products, Inc. (dba Simonton Windows) NOTICE OF ACCEPTANCE: • • ••• • • • •••• • • • • •• •• ••• • • • • • • • • • • ••• • • i • • • • • • • • • ••• • • • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • EVIDENCE SUBNIITTED • • • • • • •• • 4. Statement letter dated March 25, 2003, issued. by Norandex FAUSClg troNsclicalikstine transfer and Name change of existing NOA(s) / Pending•&les iue t 8. 1eoea of Iscterior System Inc (dba Norandex/Reynolds) to Simonton Building Products. Norandex Inc also stipulated that the product will no longer manufactured by them and all Rights of NOA(s), being sold to Simonton Building Products, signed by D. J. Screiner, VP- Operation. 5. Un -dated letter issued by Simonton Windows requesting the Norandex Building Products, currently existing NOA(s)/ pending files be transferred to the name of Simonton Windows, signed by Chuck Anderson, P. E. Regulatory Manager. 6. Statement letter of conformance and "No financial interest ", dated 03- 08-04, signed and sealed by Charles A. Pagen, P.E. 7. Statement of compliance, issued as part of above referenced test report by Fenestration Testing Laboratory Inc. G. OTHER 1. Documents of sales of asset of Norandex Building Products Co. to Simonton Building Products Inc. S hat I • C_IAvicL Ishaq L Chanda, P.E. Product Control Examiner NOA No 04 -0331.01 Expiration Date: August 05, 2009 Approval Date: August 05, 2004 E -2 MULLION CUPS XFLA -36 AL 6063 T6 MAX VERTICAL MULLION SPAN ALL WINDOWS UNDER SEPARATE APPROVAL W,D YVY irwritimil AiIrW/I MAX. TRIBU W=W3 +W4 2 0 Nor Allif�� r II A A 14 0 1111 .....,..._.$ , ... XFLA -39 VERTICAL 1" X 4" MULLION MAX TRIBUTARY WIDTH W= + W4 2 ARY WIDTH MUWON CUP XFLA -36 AL 6063 T6 CIRCLE TOP OR TRANSOM ALL WINDOWS UNDER SEPARATE APPROVAL MAX TRIBI W- W1 NOTES: 1. THIS MUWON SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2001 CHAPTERS 16, 17, AND 24 FOR THE HIGH VELOCITY HURRICANE ZONE. 2. ALL MUWON & CUP EXTRUSIONS ARE ALUMINUM, 6063 -T6 ALLOY, WITH A MINIMUM Fy OF 25,000 P.S.I. 3. BASED ON LABORATORY TEST REPORT NUMBER FTL -3476 FENESTRATION TESTING LAB, INC.. 4. THE 1 BY AND 2 BY WOOD BUCKS (BY OTHERS) MUST BE DESIGNED TO CARRY WINDOW WIND LOAD IMPOSED ON THEM AND MUST BE REVIEWED BY THE BUILDING OFFICIAL. 5. THIS DRAWING IS FOR ALUMINUM IMPACT RESISTANT MULUON AND CUPS APPROVAL ONLY, SEPARATE APPROVAL IS REQUIRED FOR THE WINDOWS. THE LOWER DESIGN PRESSURE OF THE WINDOWS OR THE MUWON IS THE ONE THAT APPUES TO THE INSTALLATION. THE CONNECTION OF THE MUWON TO THE WINDOW JAMBS SHALL BE THE SAME AS THE WINDOWS APPROVAL 6. MUWON CUP SCREWS ATTACHED TO MUWON ARE STAGGERED ON OPPOSITE SIDES OF MUWON SO AS TO NOT INTERFERE WITH EACH OTHER. 7. CONCRETE COMPRESSIVE STRENGTH = 3,200 PSI AT 28 DAYS. IMPACT RESISTANT REVISIONS: REVISED BY: DATE A REVISED PER DADE MARKUPS ESL 8/18/04 MUWON CLIPS XFLA -36 AL 6063 T6 cafe rDadilLitrue- MAX HORIZONTAL MUWON SPAN 00.41 • •••• s• • • • • • • • • •• 000000 • •y • CHARLES A. FL REG ENG 9121 6/28/04 EN, P.E. OSIMONTOW W I N D O W S COUIONIID A 1 Ca]m eA Aye= P=,ob nr, WV 26413 MSS 450430th Streett., We* Bted®om,FL 34207 V 91DE- 135 -•A• auk 2 1LE: O • BY: ::1:•• 04 • • PLUS At. MULLIONS & CUPS • • kUMINUM.11417 cT RESIST NT • • •1" X 4" RI 1 1 LION•& CLIPS ••• • • • • 4141 • • •• • 4141 • •••o•• • • • • • irwritimil AiIrW/I � 1; ITARY WIDTH �i 0 2 1.N.0.. _-•_ -•-•-- I ...a cafe rDadilLitrue- MAX HORIZONTAL MUWON SPAN 00.41 • •••• s• • • • • • • • • •• 000000 • •y • CHARLES A. FL REG ENG 9121 6/28/04 EN, P.E. OSIMONTOW W I N D O W S COUIONIID A 1 Ca]m eA Aye= P=,ob nr, WV 26413 MSS 450430th Streett., We* Bted®om,FL 34207 V 91DE- 135 -•A• auk 2 1LE: O • BY: ::1:•• 04 • • PLUS At. MULLIONS & CUPS • • kUMINUM.11417 cT RESIST NT • • •1" X 4" RI 1 1 LION•& CLIPS ••• • • • • 4141 • • •• • 4141 • •••o•• • • • • • 1 °x4 "MUWON (XFLA-39) ALUMINUM ALLOY 6063 —T6 1.000" ITEM # 1 .716° .125 .125 .750" 11 2.125° tr 1.391 i•� .125" 3.500° MUWON ANCHOR UP (XFLA -36) ALUMINUM ALLOY 6063 —T6 A4. MAX MUWON SPAN IX TO BE EN0INEERED SEPARATELY SONS: REVISED BY DATE A REVISED PER DADE MARKUPS ESL 6/16/04 BUCK 1 -1/2" MIN. T 1 -1/4" MIN EMBEDMENT INTO MIN 3,200 PSI CONCRETE 1-1/4" MIN EMBEDMENT INTO MIN 3,200 PSI CONCRETE HORIZONTAL CROSS SECTION W /CONCRETE SUBSTRATE .750 "t .750" d113 HOV3 (4) 1V101 BY BUCK 1 -1 4 MIN ETA�DMENT INTO MW 3,200 PSI CONCRETE }HORIZONTAL CROSS SECTION (THRU 1" BUCK) OPTION TOTAL (4) EACH CUP 2 BY BUCK TO BE ENGINEERED SEPARATELY ..d _ 9.•. S' : tl. :$11[11 W #14 SMS INSTALLATION 1 SECTION C —C (OR B —B) (1" X 4" MUWON) 2X TO BE ENGENE E .ED SEPARATELY VERTICAL ANCHOR OPTION: BY DOCK SUBStj1g•' W/#14 SMS INS FJArITI •• • • • • •• • CHARLES A. P FL REG ENG ° 21 6/16/04 OSIMONTON- w: x n o w once Headquartem 1 C 1 oahane Avon= Pemabam, WV 26415 • 4444 oth, Plant ' Bmdenton,FL 94207 • • •NTS 3 of It • • • B 1" 6ADE -13/A DRAM BY RLK QIEQIED INJ 'TE: • B 1 /�� • • CP 9 ?: szifabN0 `T0 MS MULLIONS 4c•OWGS• • 1 ' ALUMINUM IMPACT RESIST41g, • • 4" X 4" MULWON & CUPS • • • • 3/02 • •1 3 02 • • • • • • • • •• • •••• • • •••• • • • • • • • • • EDGE DISTANCE 1.2-1 MIN TOTAL (4) EACH CLIP EDGE DISTANCE 2 -1/2" MIN 1X BUCK TO BE ENGINEERED SEPARATELY 1.000" MAX. MUWON SPAN VERTICAL CROSS SECTION W /CONCRETE SUBSTRATE ANCHOR OPTION #1: MULLION ALUMINUM ANCHOR CLIP W/1 /4 "0 ITW /ELCO TAPCON EDGE DISTANCE 2 -1/2° MIN TOTAL (4) EACH CUP EDGE DISTANCE 2 -1/2" MIN, •v 4 TOTAL (4) • EACH CLIP TOTAL (4) EACH CUP VERTICAL CROSS SECTION W/1 BY BUCK SUBSTRATE OVER CONCRETE REV. REVISIONS: REVISED By DATE A REVISED PER DADE MARKUPS ESL 6/16/04 • •. • • • •• • • //laid' CHARLES A: 'P °Q N, P.E. FL REG ENG 0149121 6/28/04 .SIMONTON W I N D O W S . Headquarters 1 Coo1Deoe Menne Pamsbow, WV 26415 aso4 30 t Bradenton, FL 34207 SCARP li DRA0N 80 2 of4 RU< •9K� 0 I A • " C HEC: 8 ADA-E 1-5 m ST Ii1EAKER DATE: /13/04 D►WLi••8 .O 8/18/04 • DATE • F•Ri.AL•M4WONS6►aPi.• • ALUMINUM IMPACT RE$I §VisIJ• •••••• 1" X 4" MVWON & CLIPS • • ••• • • • • • • • • •• • •••• • • 0040 • • • • • • 000000 • • 000000 • • ITEM PART NQ QTY. DESCRIPTION VENDOR REV. A REVISED PER DADE MARKUPS XFLA -36 ALUM. ALLOY 6063 -T6 2 MULL BAR ANCHOR CUP PROFILE EXTRUSIONS 2 XFLA -39 ALUM. ALLOY 6063 -T6 AS READ 3 PURCHASE 8 4 PURCHASE 8 1° x 4° HEAVY DUTY MULL (SEE NOTE 3) # 1/4°0 x 1 -3 4° TAPCON BY ITWrELCO # 1/4°0 x 2 1c4" TAPCON BY ITW /ELCO PROFILE EXTRUSIONS PURCHASE PURCHASE 5 PURCHASE 8 #14 SMS PURCHASE 6 PURCHASE 8 # 10 X 3/4" SMS SCREW PURCHASE MUWON TYPE MUWON CUP XFLA -39 XFLA -36 1" X 4" EXTRUDED ALUMINUM VERTICAL MULLION D.P. CHART MUWON SPAN (Inches) MAX. WIDTH W= TRIBUTARY WW4 MUWON WOOD CONCRETE DESIGN PRESSURE (SEE NOTE 1) #14 SMS (SEE NOTE 2) 1/4 "0 TAPCON 2) 26 19- 1/228. 770 PSF OK OK 38-1/4 19 -1/8 ±70 PSF OK OK 50 -5/8 19 -1/8 ±70 PSF OK OK 63 19 -1/8 ±70 PSF OK OK 76 -3/4 19 -1/8 ±70 PSF OK OK 26 26 -1/2 ±70 PSF OK OK 38 -1/4 26 -1/2 ±70 PSF OK OK 50 -5/8 26 -1/2 ±70 PSF OK OK 63 26 -1/2 ±70 PSF OK OK 76 -3/4 26 -1/2 ±70 PSF OK OK 37 770 'SF �. %38=1 -50— ±70 _ 63 37 +70 PSF 0 0 '-76 -3 4 37 ±70 PSF N/A 26 53 -1/8 +70 PSF OK OK 38 -1J4 53 -178 -1/8 +70 nsF _ n_v �50 -5/8 53 ±70 PSF �g OK__,),)_, NOTES: MUWON INSTALLATION ANCHORS: 1. INTO 2X BUCK: #14 SMS W /MIN. 1 -1/2° EMBEDMENT 2. INTO CONCRETE OR THRU 1X BUCK: 1/40 ITW /ELCO TAPCON WITH MIN. 1 1/4 EMBEDMENT INTO CONCRETE. 3. MUWON TUBE LENGTH IS 1/2° SHORTER THAN MUWQN SPAN SPECIFIED IN DP TABLE. BY ESL DA 6/16/04 MUWON TYPE MUWON CUP XFLA -39 XFLA -36 1" X 4" EXTRUDED ALUMINUM HORIZONTAL MULLION D.P. CHART MUWON SPAN (Inches) MAX. WIDTH W= TRIBUTARY + MUWON WOOD CONCRETE DESIGN PRESSURE _ (SEE NOTE 1) X114 SMS (SEE NOTE 1/4 "0 TAPCON O 2) )38 -1/4 26 ±70 PSF OK L ??=1/4 1/4 ±70 PSF OK___-___ OK_ OK 38 -1/4 50 -5/8 ±70 S OK 38 -1/4 63 ±70 PSF OK OK 53 26 +70 PSF OK OK 53 38 -1/4 ±70 PSF OK. OK 53 50 -5/8 ±70 PSF OK OK 74 26 *70 PSF OK OK 74 38-1/4 ±70 PSF OK OK • • • • • • •• • • • • • • • •• • / 1041 CHARLES A. PA IL P.E. FL REG ENG #49121 6/28/04 0SIMONTON W I N D O W s• CAxpardo x 1 Cache Avemic Perm bmo, WV 26415 • 4 30$ SOe m P1a • eredentoi, FL 34207 • 06 3 • •• VAppD��EEp-/pp1��3��5/! • n ar: DA I�BREAI�R MULUONS 80 WP>:. • ALUMINUM' IMPACT RESIST1i= • • • •'X 4" MULLIQN & CUPS _ • • • • • • • • •• • •••• • • •••• •• • • • • • eeeeee • • • • MIAM co t,f BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE OA PGT industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: • • •• •• • • • • • • • • • • ••• • • • ••• • • • •• •• • • • • • • • • • ••• • • • • • • • • • • ••• • • • • ••• • • • • • �•� • • •'9IIAMI'�DADr C(1IJ �1T �, :i! �RI11A • • • •A IROUDI~ .AGLVB iNG 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 331304563 • • • (301)30-394? W(320375-2908 2908 • ••• • ,• •• • , I 1.r i'�I ltwl I 1 111 • • • • ••• •• 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 1W-701 Aluminum Fixed Window — L.M L APPROVAL DOCUMENT: Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact", sheets 1 through 12 of 12, prepared by manufacturer, dated 7/14/03, with revision "B", dated 4/4/07, signed and sealed by Robert L. Clark, P.E., bearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 ofNOA. 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 providcd 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 # 03- 1105.01 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 07-0418.06 Expiration Date: February 19,2009 Approval Date: June 21, 2007 Page 1 PGT Industries • • •• • • • •• •• • • • • • • • • • • • • ••• • • • • • • ••• • • • • •. .• • • • • • • • • • ••• ••• • • • • NOTICE OF ACCEPTANCE: EVID 1 f U B 11711 TED : , • • • • ••• • • . A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 4259 -4, titled "Aluminum Picture of 12, prepared by manufacturer, dated 7/14/03, signed and sealed by Robert L. Clark, F.E. . •' ' • •• •• ..• .. • • • . • 1 • • • ; PGT Industries NO OF A EVID F. STATEMENTS • • ••• • ••• •• • • • •• • ••. • • • • • • • • ••• • • • • • • • ••• • • • • • • • • ••• • • • • • • • ••• ••• • • • • • • • • • •••• ••• • •.• ••• :•. ••• •• 1. Statement letter of conformance dated 13, 2Q01, • ~ • • e? aad sided by Robert L. Clark, P.E. • • • • • 2• Statement letter of no financial interest, dated April 13, 2007, signed and sealed by Robert L. Clary P.E. G. OTHER 1. Notice of Acceptance No. 03- 1105.01, issued to PGT Industries for their Series "PW- 701" Aluminum Picture Window LMI, approved on 02/19/04 and expiring on 02/19/09. NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/18" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. B. 7/18" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. C. 1 1/16" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16° HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16° LAMINATED GLASS WHICH IS COMPRISED OF (1) LITE OF 3/16° ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. D. 1 1/16" LAMI I.G. GLASS COMPRISED OF (1) UTE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS COMPRISED OF (2) UTES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. 2. DESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET 6, TABLE 2) ® A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 3. ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, A INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION. FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. 4. SHUTTER REQUIREMENT: NONE REQUIRED 5. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 6. REFERENCES: TEST REPORTS, FTL -3835 & FTL -3850 ELCO TEXTRON NOA 04-0721.01, 03- 0225.05 ANSI/AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM 2000 ALUMINUM DESIGN MANUAL NOA DRAWING TABLE OF CONTENTS' SHEET GENERAL NOTES 1 GLAZING DETAILS 2 ELEVATIONS, FLANGED 3 ELEVATIONS, INTEGRAL FIN 4 DESIGN PRESSURES FLANGED5 DESIGN PRESSURES FINNED 6 SECTIONS, FLANGED 7 CORNER ASS'Y, FLANGED 7 SECTIONS, INTEGRAL FIN 8 CORNER ASS'Y, INTEGRAL FIN8 EXTRUSION PROFILES 9 PARTS LIST 9 ANCHORAGE. 10-12 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). Rood* Dia Maim FJL Ode 4N/07 • 17/16(08 Rasa,: FJL Dar FJG 4V3 D81map e Angara A N0T6IADnTAEFT*224TON07E8 ADNOTF7. REDUCE ANCHOR SPACING *Wad 6): tmAer I 10707EcHNOLOGYMBE NOXOMIS, R.3 78 P.O.3QX 1378 N202M1$, FL 94274 eG" VLrl61y Batter • ••••OO • •••••• •••• • • •••• •••••• • • • • •• OOOOOO • • • • • • NOTES & TABLE OF CONTENTS • • • • ALUMINUM PICTURE WINDOW, IMPACT a.araeat,e PW-701 1 eo.r ae.e /TITS I 1 d 12 an"iata w" 4259.4 I B • OOOO •• • • • • • s• • • •••••• • •er, 0000 • • • 000000 • R&e L Clark, P.E. PEiR8712 Structural 00000 • 00000 • • • 1. 3116" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMI GLASS NOMINAL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS OUTSIDE 0 7/16" AIR SPACE 3/16" HEAT STRENGTHENED GLASS R 21 11/16" NOM GLASS BITE 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) 1 1/16" LAMI GLASS NOMINAL 7/16 LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS OUTSIDE 11/16" NOM GLASS BITE f • • • • ...... ...... 1 1/16" LAMI I.G. GLAZING DETAJC••• FLANGED OR INTEGRAL FIN FRAM. • (INTEGRAL FIN FRAME SHOWN')•;•: Br Rssey Dees FJC 41407 DImDDF Daft FK 12/NKM . D /1 Moot* 7/14/03 swamis NO CHANGE THIS SHEET eedwc A NO CHANGE THIS SHEET messier. Dew 1570 TECHNOLOGY DRIVE NOKOMIS, EL 34275 P.O. BQK MN NOKOMIS FL 34270 PRODUCT REVISED O wItbI "FbAde • ♦ ;PAPI _X' • os•• • • •••• • •• ...... • • • • • • • •• . .... • • • ...•.. .••.. • • • ...... "•. �-• -- seVietr7 .... • • • • • •Wert L Clinic P.E. • PE #39712 $bNOANd TGLAZING DETAILS — ALUMINUM PICTURE WINDOW, IMPACT V1s(by Better I FULL 2 d 12 I �e�. 4259.4 HEXAGON FULL CIRCLE MAX. SIZE = 80° BETWEEN FLATS MAX. SIZE = 60° DIA. OR MAX. AREA = 21.65 SQ. FT. OR MAX AREA = 19.63 SQ. FT. OCTAGON QUARTER CIRCLE MAX. SIZE = B8" X 88" OR MAX AREA = 25.22 SQ. FT. MAX. SIZE = B0" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. FAN MAX. SIZE = 98" X 47" OR MAX AREA = 24.47 SQ. FT. HALF CIRCLE MAX. SIZE = 96" X48" OR MAX AREA = 25.13 SQ. FT. EYEBROW MAX. SIZE = 96° X 48° OR MAX. AREA = 31.99 SQ. FT. 96° MAX. ELLIPTICAL MAX. SIZE = 96° X 47° OR MAX. AREA = 31.99 SQ. FT. _L t 44 1/4" MAX. DLO NOTE: FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. 921/4" MAX. DLO RECTANGLE MAX SIZE = 48° X 98" OR MAX. AREA = 32.00 SQ. FT. jai: awdal. FA DIM 4/4/07 a."sm," B UPDATE ANCHORAGE NOTE Arad 01 barFJ' nota 12/13/03 /14A3 A NO CHANGE MIS SHEET 1070 TECHNOLOGY DANE NOKONI4 FL SUM P.O. BQK 1529 NOKONIS, F134274 PST Visibly Herter ARCH. MAX SIZE = 48° X 96" OR MAX AREA = 30.28 SQ. FT. P ODUCr kEVISED i, tie Floral' u Ael TRAPEZClIII.• • MAX. SIZE = 489 i(& OR MAX AREA = 31 3Q.4FT. • • . • • • • �••• i FLANGED ELE1/ AXONS • •• • • • raw ALUMINUM PICTURE WINDOW, IMPACT PW•7O1 0 12 m°aow. 4259 -4 B • •• • • •••••• • ••• •• ••••. • : HEXAGON FULL CIRCLE MAX. SIZE = 60" BETWEEN FLATS MAX SIZE = 60" DIA OR MAX. AREA = 21.65 SQ. FT. OR MAX. AREA =19.63 SQ. FT. FAN MAX SIZE = 96° X 47" OR MAX AREA = 24.47 SQ. FT. OCTAGON MAX SIZE = 60° BETWEEN FLATS OR MAX AREA= 20.71 SQ. FT. HALF CIRCLE MAX SIZE =98 "X48° OR MAX AREA = 25.13 SQ. FT. QUARTER CIRCLE MAX SIZE = 68 "X68" OR MAX. AREA = 25.22 SQ. FT. EYEBROW MAX. SIZE = 96" X 48" OR MAX AREA = 31.99 SQ. FT. 98 1/4" FRAME O.D. 96" MAX. ®T- T" 501/4" FRAME 451/4" O D. i MAX. DLO ELLIPTICAL MAX SIZE =96 "X47" OR MAX. AREA = 31.99 SQ. FT. NOTE: z FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. 931/4" MAX DLO RECTANGLE MAX SIZE = 48" X 96" OR MAX AREA = 32.00 SQ. FT. C • MAX SIZE = 48" X 96" OR MAX AREA = 3028 SQ. FT. • • • • ••• • •• TRAPEZO •• ••• MAX. SIZE = 48" ? " OR MAX AREA = 31.99 01AV. •• •• • • • • • • Oft R.""Br FJ4 Resift FJC 0 Ode Odd 191603 71140373 a B awtime A *wow Br ADD FRAME 0.11 004ENSIONS AND UPDATE ANCHORAGE NOTE NOCH NGE THIS SHEET 10701ECHNOLOGYDRIVE NOXOMIB. FL 34275 P.O BQX 1620 NOXONIQ F1.34274 :c; #er INTEGRAL FIN ELEVATIONS •• • ALUMINUM PICTURE WINDOW, IMPACT PW-701 NTS 4 d 12 4269 -4 PRODUCT tu.vut:0 Atoplatuallp • •• • • • • • •• • • •••••• • • • ROSAL Perk, P.E. PE 039712 Structural °RTY•aG •••• • •••a. • • • • ••••• • • 00000 00000 00000 • TABLE 1. DESIGN PRESSURES, FLANGED WINDOWS (DIMENSIONS ARE TIP TO -TIP) GLASS TYPES: A. 7/16" LAMINATED GLASS (3/16"A, .090, 3/16HS) B. 7/16" LAMINATED /i HS .090, 3/16HS WINDOW \'.9y00 1 C. 1 1/18" LA J G 16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) D. /16" LAMI I.G., 3/16HS, 7/1 16 S) Flt -3835 FTL -3835 FTL -3850 FR.-3850 GLASS _ TYPE ` 28.500') A,B,C,D +80.0 I -80.0 WINDOW "r 34.000 +80.0 ( -80.0 AREA 9.70 SQ.FT. 11.57 SQ.FT. NSION r-� 39.500 +80.0 I 800 C +sO.�c f � .0 5:3'I Q.FT. 13.44 SQ.FT. 54.500 A,B,C,D +80.0 I -80.0 +80.0 1 -80.0 +80.0 I -80.0 AREA 10.79 SQ.FT. 60.0001 A,B,C,D c +80.0 I -80. 12.87 SQ.FT. 14.95 SQ.FT. 46.500 48.000 +80.0 I -80.0 +80.0 -80.0 15.82 SQ.FT. 16.33 SQ.FT. +80.0 I -80.0 17.03 SQ.FT. +80.0 I -80.0 +80.0 I -80.0 17.60 SQ.FT. 18.17 SQ.FT. +80.0 I -80.0 +80.0 1 -80.0 +50.0 ] -80.0 +80.0 I -80.0 +80.0 I -80.0 AREA 11:88- SQ:FT. 14.17 SQ.FT. 16.46 SQ.FT. 18.75 SQ.FT. 19.38 SQ.FT. 20.00 SQ.FT. 65.500 I A,B,C,D +80.0 J -80.0 +80.0 I -80.0 +80.0 1 40.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 1 -80.0 AREA 12.96 SQ.FT. 15.47 SQ.FT. 17.97 SQ.FT. 20.47 SQ.FT. 21.15 SQ.FT. 21.83 SQ.FT. 71.000 1 A,B,C,D +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 1 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 14.05 SQ.FT. 16.76 SQ.FT. 19.48 SQ.FT. 22.19 SQ.FT. 22.93 SQ.FT. 23.67 SQ.FT. I 78.500 A +80.0 I . -80.0 B,C,D +80.0 lj -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 15.14 SQ.FT. 18.08 SQ.FT. 20.98 SQ.FT. +79.3 I -79.3 +80.0 I -80.0 + 23.91 SQ.FT. +78.0 I -78.0 +80.0 -80.0 +76.8 -76.8 +80.0 -80.0 24.70 SQ.FT. 25.50 SQ.FT. 82.000 I A +80.0 -80.0 B,C,D +80.0 -80.0 +80.0 I -80.0 +80.0 -80.0 +80.0 -80.0 +74.5 -74.5 +73.1 -73.1 +71.8 -71.8 +80.0 -80.0 +80.0 -80.0 +90.0 -80.0 +80.0 -80.0 AREA 18.23 SQ.FT. 19.36 SQ.FT. 22.49 SQ.FT. 25.63 SQ.FT. 26.48 SQ.FT. 27.33 SQ.FT. A 87.500 C B,D +80.0 +80,0 -80.0 +80.0 -80.0 +80.0 -80.0 +78.0 -78.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +79.1 -79.1 +68.4 -68.4 +67.0 -67.0 +77,3 -77.3 +75.8 -75.8 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 17.32 SQ.FT. 20.66 SQ.FT. 24.00 SQ.FT. 27.34 SQ.FT. 28.28 SQ.FT. 29.17 SQ.FT. A +80.0 1 -80.0 93.000 C +80.0 -80.0 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 F +74.0 -74.0 +80.0 -80.0 -80.0 +80.0 -80.0 +65.5 -65.5 +74.0 -74.0 +63,9 -63.9 +62.4 -62.4 +72.2 -72.2 +70.5 -70.5 +80.0 -80.0 +80.0 -80.0 +80.0 -800 AREA A 96.000 C B,D AREA 18.41 SQ.FT. +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 19.00 SQ. FT. 21.96 SQ.FT. 25.51 SQ.FT. +80.0 -80.0 +71.9 29.08 SQ.FT. 30.03 SQ.FT. 31.0 SQ.FT. • • • • • -71.9 +63.0 -63.0 +61.5 -61.5 +60.0 -6019 • +80.0 -80.0 +80.0 -80.0 +71.2 -71.2 +69.5 -89.5 +678 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 22.67 SQ.FT. 28.33 SQ.FT. 30.00 SQ.FT. 31.00 SQ.FT. • 1•• -SA9•� •• +80.0 • 32.00 SQ. F'T ••• •• - 80.9 • • NOTES: 1. ALL MAXIMUM SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OFA 32 SO.. FT. UNIT IN TABLE 1. 2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 1, OR TO THE PRESSURE FOR THE •Stf RECTANGULAR SIZE IN TABLE 1, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. • • 3. SEE SHEET 10 THROUGH 12 FOR ANCHORAGE INFORMATION. • • I..,4er • 17"04 • • • 000000 • • •• •- Fx roman. FJC UPDATE DESIGN PRESSURES PER ASTM E 1300-02 AND NOTES. CLEAN UP TABLE 1 DESCRIPTION AND HEADINGS. NOTE 1 ANCHORING WIIHBI2SCREWS oec F.K 7/14103 fom7EOHNOLOGYDRIVE NONOMS FL34473 P.O. BOX IBS NOKOMIS, FL 94274 PST VLdbly Better FLANGED UNIT DESIGN PRESSURES • • a.a FkeW MODS Avaptarsera • p. ••••• • • • •••••• • • ••• • • ••••- ••. 00000 • . •••••. • • • •• • • • • • •• ALUMINUM PICTURE WINDOW, IMPACT /MAW* aa+" sn.e u,"+aee ,n" P14-701 NTS 5 12 ] 4259.4 1 B • • •••••• • o• 1 Robert L Clink, P.E. PE 139712 Shut:Ural TABLE 2. DESIGN PRESSURES, INTEGRAL FIN WINDOWS (SIZES ARE BUCK DIMENSIONS) GLASS TYPES: A. 7/18" LAMINATED GLASS (3/16"A, .093, 3/16HS) B. 7/16" LAMINATED GLASS (3/16"HS, .090, 3/1611S) C. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) D. 1 1/16" LAMI I.G., 3/16HS, 7/18" SPACE, 7/16" LAMI (3/16HS, .090, 3/18" HS) WINDOW GLASS "X' DIM. TYPE FTL -3835 FTL -3835 FTL-3850 FTL-3850 WINDOW "Y" DIMENSION 28.500 34.000 49.000 A,B,C,D +80.0 I -80.0 +80.0 -80.0 AREA 9.70 SQ.FT. 11.57 SQ.FT. 54.500 A,B,C,D +80.0 I -80.0 +80.0 1 -80.0 39.500 +80.0 -80.0 13.44 SQ.FT. +80.0 1 -80.0 45.000. 46.500 48.000 +80.0 I -80.0 15.31 SQ.FT. +80.0 I -80.0 15.82 SQ.FT. +80.0 1 -80.0 16.33 SQ.FT. +80.0 1 -80.0 +60.0 1 -80.0 +80.0 1 -80.0 AREA 10.79 SQ.FT. 12.87 SQ.FT. 60.000 1 A,B,C,D +80.0 I -80.0 +80.0 1_ -80.0 14.95 SQ.FT. 17.03 SQ.FT. 17.80 SQ.FT. 18.17 SQ.FT. +80.0 I -80.0 +80.0 [ -80.0 +80.0 1 -80.0 +80.0 I -80.0 AREA 85.500 1 A,B,C,D AREA 71.000 1 A,B,C,D 11.88 SQ.FT. +80.0 1 -80.0 12.96 SQ.FT. +80.0 -80.0 14.17 SQ.FT. +80.0 I -80.0 15.47 SQ.FT. +80.0 1 -80.0 16.46 SQ.FT. 18.75 SQ.FT. 19.38 SQ. FT. 20.00 SQ.FT. +80,0 1 -80.0 +80.0 I -60.0 +80.0 I -80.0 +80.0 I -80.0 17.97 SQ.FT. 20.47 SQ.FT. +80.0 I -80.0 +80.0 1 -80.0 21.15 SQ.FT. 21.83 SQ.FT. +80.0 I -80.0 +80.0 1 -80.0 AREA 14.05 SQ.FT. 16.76 SQ.FT. 18.48 SQ.FT. 22.19 SQ.FT. 22.93 SQ.FT. 76.500 A +80.0 -80.0 +80.0 -80.0 B,C,D +80.0 -80.0 +80.0 -80.0 +80.0 L -80.0 +80.0 1 -80.0 +79.3 1 -79.3 +80.0 -80.0 +78.0 -78.0 +80.0 -80.0 23.67 SQ.FT. +76.8 78.8 +80.0 l -80.0 AREA 82 000 15.14 SQ.FT. 18.06 SQ.FT. 20.98 SQ.FT. 23.91 SQ.FT. 24.70 SQ.FT. 25.50 SQ.FT. A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +74.5 -74.5 B,C,D +80.0 -80.0 +80.0 -80.0 AREA 16.23 SQ.FT. 19.36 SQ.FT. +80.0 -80.0 22.49 SQ.FT. +80.0 -80.0 25.63 SQ.FT. +73.1 -73.1 +80.0 -80.0 26.48 SQ. FT. +71.8 -71.8 +80.0 -80.0 27.33 SQ.FT. 87.500 A +80.0 I -80.0 +80.0 -80.0 C +80.0 I -80.0 +80.0 -80.0 B,D +80.0 j -80.0 +80.0 -80.0 +78.0 -78.0 +80.0 -80.0 +80,0 -80.0 +70.0 -70.0 +79.1 -79.1 +68.4 ' -88.4 +80.0 -80.0 T +77.3 -77.3 +67.0 -67.0 +75.8 +80.0 -80.0 -75.8 +80.0 -80.0 93.000 AREA 17.32 SQ.FT. 20.66 SQ.FT. 24.00 SQ.FT. 27.34 SQ.FT, 28.26 SQ.FT. 29.17 SQ.FT. A +80.0 1 -80.0 +80.0 1 -80.0 C +80.0 1 -80.0 +80.0 I -80.0 B,D +80.0 I -80.0 +80.0 I -80.0 +80.0 1 -80.0 +74.0 -74.0 +80.0 -80.0 +85,5 -65.5 +74.0 -74.0 +80.0 -80.0 96.000 AREA 18.41 SQ.FT. A +80.0 C +80.0 21.88 SQ.FT. 25.51 SQ.FT. 29.06 SQ.FT. +63.9 -63.9 +72.2 -72.2 +80,0 -80.0 -80.0 +80.0 -80.0 +71.9 -71.9 +63.0 -63.0 30.03 SQ,FT. +81.5 +624 I -62.4 +70.5 -70.5 -61.5 -80.0 +80.0 -80.0 B,D +80.0 - 80.0 +80.0 -80.0 AREA 19.00 SQ.FT. 22.67 SQ.FT. +80.0 +80.0 -80.0 +71.2 -71.2 -80.0 +80.0 -80.0 +69.5 +80.0 -69.5 -80.0 26.33 SQ.FT. 30.00 SQ.FT. 31.00 SQ.FT. +80.0 -80.0 31.00 SQ.FT•� -80.0 -87.8 -80.0~ 32.00 SQ.F. `r +60.0 +67.8 +80.0 • • e•• •• • • 111•1••• NOTES: 1. ALL MAXIMUM SIZES SHOWN ON SHEET 4 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 2. • • • • • 2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 2, OR TO THE PRESSURE FOR THEMI,-ESIT SQUARE OR RECTANGULAR SIZE IN TABLE 2, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. • • • 3. INSTALLATION WITH NAILS IS THROUGH THE INTEGRAL FIN AS SHOWN ON SHEET 10 INSTALLATION WITH OTHER FASTENER TYPES ARE THROUGPI THE • FRAME. SEE ANCHORAGE DETAILS ON SHEETS 10 AND 11. • • f4lep Om wane wad er. has FJC 414/0? a UPDATE DESIGN PRESSURES MAIM E 130042 AND NOTES. CLEANUP TABLE ?DESCRIPTION AND NFADI NQS. wader F.K emmj( 116/03 AesCHANGE NOTE 1 ANCHORWE WITH #1,2 SCREWS als•a• am 7/14103 1070 TECHNOLOGY DRIVE NOKOM IS, 7L 34276 P.O. BOX 1829 NO1(0 A FL 34274 ,ib1, Better INTEGRAL FIN UNIT DESIGN PRESStJPQPE_S' mew& ialalatit s tem kb•• n�4Yi Anaptsate •r, •• • • • • • •• ALUMINUM PICTURE WINDOW IMPACT liseforibiot PW-701 NTS ese 6 d 12 ,mow 4259-4 I B • • • •7741 • � Robert L. 1344, P.E. • PE 1139712 ebeomrei •••• • • • •••• • •••• • • •••• • • 9fa•• • • • • 2.784" 2.784° ---� OUTSIDE D 0 lin Al I 4 0 MAX DAYLIGHT OPENING MAX WINDOW WIDTH HORIZONTAL SECTION (FLANGE F ©) O �il 0 o iII11ii ALO NG ENTIRE JOINT SCREWED C • RNER ASS'Y (FLANGE FRAME) 8 INSIDE • i P- -' .71 MAX WINDOW HEIGHT ALONG ENTIRE JOINT KEYED CORNER ASS'Y WELDED CORNER ASS'Y (FLANGE FRAME) MAX DAYLIGHT OPENING • •••• • • • • • • • VERTICAL SECTIQJN • • (FLANGE FRAME) ' : *WO FX Rawl,* EX Oaa,r EX Ode 4/4/07 am 17/15103 m4V3 flootakm B s, A NO CHANGE THIS SHEET NO CHANGE MIS SHEET 1070 7EGADLOGYWYE NOXOd0SL FL 34276 P.O. argue; NOXOua FL 3274 wsibh Better SECTIONS & CORNER ASS'Y, FLANbar ALUMINUM PICTURE W/NDOOW,IMPACT _ FW TO1 42594 I B ftwakat �L`'e'L'tlI 7 d 12 •• • • • • •• • • 2.784° MAX DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT SCREWED CORNER ASS'Y (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT KEYED CORNER ASS'Y (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) MAX WINDOW HEIGHT 0 4 MAX. DAYLIGHT OPENING INSIDE • • •• •• VERTICAL SEEM OW. (INTEGRAL FIN RRAME) Ao,1eF fX 4V4c7 floa41• Ogee FX 1?lm&Po3 Awn* Ddr 8 assisim A NOOHANGETH18SWEET NO CHANGE THIS SHEET 1070 TEcMNOLOO70RNE NOKO** PL 30274 P.O. KO( 1429 NOKOM19, FL 34474 PST Vitr,31y Better SECTIONS, INTEGRAL PIN • • • ALUMINUM PICTURE WINDOW, IMPACT P14L701 1871ALFI 0 12 law 42594 1B • •• • • • • • •• • • • • • • •••.. ••• • • • • L Clark P.E. PE 1099712 • ITEM DWG NO. PART # DESCRIPTION 1 4256A 64256 INTEGRAL FIN FRAME HEAD, SILL & JAMB 2 4253 64253 FLANGED FRAME HEAD, SILL & JAMB 7 1155 781 PQX #8 X 1 QUAD PN SMS STAINLESS STEEL 8 SCHNEE - MOREHEAD SM5504 ACRYL -R NARROW JOINT SEALANT OR EQUAL 10 4255 64255 7/16 LAMI GLASS BEAD 11 4254 64254 1 1/16 LAMI I.G. GLASS BEAD 12 1224 6TP247 VINYL BULB WEATHERSTRIP (THICK) 13 4224 INSTALLATION FASTENER COVER 14 DOW CORNING 899 GLAZING SEALANT OR EQUIVALENT 15 DOW CORNING 995 SILICONE STRUCTURAL SEALANT, BLACK 17 7/16" LAMI GLASS: 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 18 1 1/16" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/18" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 20 4262 64282 ARCHITECTURAL CORNER KEY 21 7/16" LAMI LASS: 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 22 1 1/16" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED r- .970" -"1 ITEM 10, 7/16 LAMI GLASS BEAD MATL: 6083 -T5 DWG NO. 4255 .346" -4-1 .050" .975" ITEM 11, 1 1/16 LAMI I.G. GLASS BEAD MAIL: 6063 -T5 DWG NO. 4254 2.784" 2.500" ITEM 1 INTEGRAL FIN FRAME MAIL: 6063 -T5 DWG NO. 4256A 1.875" DAYX anInkoc Ren•IVA FJC yew 407 F.K. RradDA De* 1211&03 BF Q FJC 2114103 B I10 CHANGE THIBSHEET A NO CHANGE MS SHEET Chsd•aer Dar 1070 TECHNOLOGY DRIVE NOXOMW R.34278 P.0. BQX 1528 NOKOMIB, FL 374 Uvtbiy Bgu .062" • • • ••,- ••• • • •••• •• •• 2.784" • • • •• •• ITEM 2, FLANGED FFbAI46. MAIL 6063 -T5 • • DWG NO. 4263 • • • • • •• • EXTRUSION PROFILES & PARTS LIST •• • • • • • •• ALUMINUM PICTURE WINDOW, IMPACT •W-701 E eb 4L 8'.e "Reyl.. HFl 9 a 12 J 4259-4 ••••� • ••A•• • • • .131" DIA. M N. x 2 1/2" NAIL, AT CORNERS AND 5° O.C. WOOD BUCK OR FRAMING INTEGRAL FIN DETAIL A 114" MAX. 1- SHIM T CONCRETE ANCHOR (SEE NOTE 1) 1/4° MAX I- SHIM • t SEE NOTE 1 FOR Q: ,' : '..1 EMBEDMENT 4 ' WOOD ANCHOR (SEE NOTE 2) 1 3/8" MIN. ®EMBEDMENT A 3.5 KSI MIN. CONCRETE FLANGED DETAIL D (SILL ONLY) NOTES: A INTEGRAL FIN DETAIL B (SEE NOTE 3) T 1/4" MAX SHIM WOOD ANCHOR (SEE NOTE 2) 1 318° MIN. ® EMBEDMENT 1/4° MAX. SHIM T 2x WOOD BUCK 2x WOOD BUCK FLANGED DETAIL C (SEE NOTE 3) CONCRETE ANCHOR (SEE NOTE 1) A I- MAX 1 SHIM T SEE NOTE 1 FOR :� • ® EMBEDMENTi 1x WOOD BUCK . (SEE NOTE 3) 3.5 KSI MIN. CONCRETE FLANGED DETAIL E OR 1.5 KSI MIN: CMU 1�1 • • 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS, EMBEDED'I'3/8" • MIN., 5/16° ELCO TAPCONS EMBEDDED 1 3/4" MIN. OR 1/4" SS4 CRETE -FLEX EMBEDDED 1 3/4" MIN. DISTANCE FROM ANCHOR TO COMOFI&TE• EDGE IS 13/4" MIN. . • • : • . 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 OR #14 STEEL SCREWS (G5) OR 1/4° SS4 CRETE-FLEX. •••• 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". Ix WOOD • BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK 151k* • GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITYIUSU11dg JURISDICTION. • • • • 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -T5 AND A MINIMUM OF 1/8" THICK THE. • .. • • ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT sitoont IN: THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. • •' • er Attic Row F.K 41407 REVISE AND UPDATE ANCHORAGE PER CURRENTFOC eF FJC mon F.K Delfx 12/15419 o /4/03 CHANGE NOTE 1AND FASTENER SPACOVG bar 1070TE(pbY01.00YDRIVE NOIKON!$ R.34275 P.O. SOX 1529 NOKOMI& FL34274 BGT Vfsfbly Better ANCHORAGE - HEAD, SILL AND JAMBS • TIN ALUMINUM PICTURE WINDOW, IMPACT ltdolkellk P4W701 NTS amg 10 d 12 mr"w 4269 -4 B neeeicui vviso ra lbdik • .... • .•• =2.194.4' .1 yiv 1 4.4- L/ .1' • • l ,y, • Radom • • • • • • •• • • ••.••• • • • ••• •••.. 00000 • • • • ••• }•• •. • • .•.•.• 07 • • TABLE 3. ANCHOR ON- ;ENTER DIMENSION BY ANCHOR TYPE - WOOD SUBSTRATE WIND. 'X O v a d •1.,2.,4. WINDOW "Y° DIMENSION 15.0" 20.0" 25.0' 28.5" 30.0' 34.0' 39.5" 45.0" 48.5" 480 1.,2.,4. 1.,2.,4. 1.,2.,4. 1.,2„4. . 2. 0. . 2. 4. . 2. 4. 2. 4. 2. 4. DIM. X Y X Y X Y X Y X Y XYXYXYXYXYXYXYXYXYXYXYXYXYXY XY 49.0' D.C.' N Is m 83 04 o �o dS m of m e's w m al m r ds m r t73 r m tai 0) po e3 m m PI m �o �3 r m a3 po �- C7i �D r 173 �O e7 �O t7 �O Nr' di N c71 e N 54.5° O.C. m "g o f g o o m as 0, m 0 o m CO Ds 0 w m u` Grad,. 0 CO r 0 CO ?),- 0 m 9)g!', O m w 0 CO ggg94 w 0 CO CO w 0 ,- OD Z79r91 0 CO r O m r?ir 0,01-0,0 VV V. m rti3ril3� V m 92 sg42 0 so' 0 80.0" OC 7, ° t rsi ;v m w �r �r �"r �Na�a0:: m co m w CO CO 00 «S 0 : S'1 CO '4'' Dm vs CO V tA l w r `t CO w 85.5 O.COo 0 PS.- o�0 P$'4 m PS 0 w PS7. 0 O'o0r`oot�ro' r ;. -PJ5P3 w w 0mrPsrCJrus.- w m o�� .-,0.-0,.- a- .- PS .-� a °-m � O pi r v PS o 71.0° O.C.ds OA r ,- F2 t, 0 CO ,.., r N 40 FS , V- 8s • m 3srZ"ire,S�tiplal r m r m r Co w w �psrm�...- w w CO �jPrss r 0 -r. w Pn 0 P :r.., m V ., ' ^m w P 78.8' O.C. o 'm - I N 0 0'9 0$1 1 - P3 o -a m of o w O r O�0 rPsr ■ -- wwcw0ww° "-as ""PPS �rPSr° -0rw gi.-PsV'O,a"..r = �r0�wrw V)rs'r 0 m 82.0' O.C.r r .- m r ° m r r CO r T CO tO CO r. r m p r m r (D '-$1 m m �as12 a+�w m- m a' as�s� Of m '-rod r r m�'�m; CO .. 3��s�"; CO co - ' $2 P3$2 m 87.5' O.C. 0)v - n e e co r m a w m ^s�N��i O m m 0 mmpo :atNcs°r�A w w mtOmro w 0 I,,, w CO m 0 m I:: w m ti m mLvm ,rn. 0 e- CO ne- er- CO �° 0 :v�:r m CO 93.0° O.C.'i3 m r .' n r to is ''a N _ m .- w O r t P r r u r "" w mmmm tit r w r w, O ps co w T.: m u�' co 12 ;7. � m � w !'D' r CO m Y- O N w • 98.0° O.C. V .- V. 0 V ' m V. os o V r 0. _ - a, w m Ps P CO m FJ w a 0 m $2 t?! r:' w CO � 0 v w ^ m Lr" +r- y. A ... CO CO V' 0' N n CO NOTES: 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: MAX. ON- CENTER (O.C.) "X' AND DIMENSION FROM TABLE 3 (MIN. 21/8' O.C. CONCRETE SUBSTRATE) MAX. 8112' FROM CORNERS °Y" DIM. • • • • • •• • 000000 • ANCHOR TYPES: 1. #12 STEEL SCREW (05) 2. #14 STEEL SCREW (05) 3. 1/4' ELCO TAPCON 4. 1/4° ELCO 834 CRETEFLEX 5.5/18° ELCO TAPCON art with es „:14-1.31,1= 7f. 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR: °X• DIM. ; --�+I• FIND THE SMALLEST WINDOW SIZE IN TABLE 3 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN AND USE THE ON- BENTEQ • DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 81/2° FROM ANY CORNER. • • • trmax Dee Awe). ORR 4/LN7 R°b3Je 34, FJC R°Yhm 3 NEW SHEET Rstatbm Os, g. Odic FJC 7/14/09 Abated/3% 0°e 1070 TECHNOLOGYORIYE NOX05913, FL 34275 P.O. BQX 1828 NOKOMIS FL 34274 ULsib/Y Better Dratene ANCHORAGE, WOOD SUBSTRATE ALUMINUM PICTURE WINDOW, IMPACT bebgfkat 8.k 34* Deia/b. PNW01 NTS 11 w 12 L 42594 • • 00000 • 000000 ••••• • • '•••••• ••••. • •••••• • i, • • • •• • ••• • •a • 000000 • L Clark P.E. PE 030712 SWaUDat TABLE 4. ANCHOR ON- CENTER DIMENSION BY ANCHOR TYPE - CONCRETE SUBSTRATE O X us DIM. 20.0" 3.,4.,5 49.0° O.C. Y Ps o 2E.0" 3. 4.,5. X Y X Y r 28.5' 3. 4.,5. X Y X Y 3C.0' 4.5. X Y X Y a m co 0) W WINDOW "Y° DIMENSION 34.0° 3. 4. E. X Y X Y X Y 39.5" 45.0° 3. 4. E. X Y X Y X Y c7mf P 9 N P N 48.5' 3. 4. E. X Y X Y X Y 2. X Y 48.0" 4. 5. X Y X Y ANCHOR TYPES: 1. #12 STEEL SCREW (05) (05) r m A n 54.5° O.C. 0 85.5" Q.C. 0 N n n i 0 O CO O 0 r O CO CO 0 m css r W 03 0 W co co 0 m 0 m m co m 0 m W 0 m W n °o 0 CO 0 m A co m m 0 CO 0 m r n e- n co 0 O W W m N W m CO a W W co m N CO m W m W N m CO e m m W m ti m m m CO m n W n 71.0° O.C. es 0 ID 0 0 m 0 CO CO m 0 CD m 03 m a 0 CD 0 m 0 W m C0 0 m n 0 0 m te W 0 m d1 W O m cat m CD CO a 0 m m m 0 0 m CO n O r 50 m m m m n W m r W CD m m m co n m e'}J W 03 m W m CO FS 03 m m m W m a) m m co W 79.5° O.C. 82.0" O.C. PS 0 m CD N lC0 0 m 0 CP3 0 0 O m PS 0 CD £r •tjt W SZ SZ CO. 0 CO CO to ? m 0 m co m CO 0 St 0 m PS n m W sr C7I 0 m W f?i 0 m Ps W V CO m W CrJ 0 CD co m CO m m A W 0 m A W csi DI m m CO 02 W CO W m n m m A m W O m ai W CO m t�1 co CO et m 0 O CO co f71 m co Ds m to 87.5" O.C. Cal 0 m W m 0 m N CD CO CO u1 CO m m N co m 0 Cal m m W m O m co 0 m W m m CO CO W a m m CO W e r. N m n sr t�+ m CS! CD 50 Z.= A CD m 93.0' O.C. n 0 to CO co m a CO CO A A D3 m Ps co V. 0 CO W m W m m W r CD 50 m W a 17f w W 98.0' O.C. N A 0 co W m m m m 03 m n co m co m n 0 F to m W 0 to W CO CO m NOTES: 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: MAX. ON- CENTER (0.C.) 'X° AND "Y DIMENSION FROM TABLE 4 (MIN. 2 1/8' O.C. CONCRETE SUBSTRATE) MAX 81/2° FROM CORNERS 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR: CO W N °Y° DIM. m a 03 CD CO r ti m co • • Cal at Bolding Cods • FIND THE SMALLEST WINDOW SIZE IN TABLE 4 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN AND USE THE ON-C•ENTER Read* Doke kaki= DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 8 1/2" FROM ANY CORNER. • , • a.uy� Fx wnnyx OmJC Oar 41407 ,ate s NEW SHEET H4/03 AMNIA a.°weex O�c 11070 NOKOMIS, FL 34715 ii4c:t NOECHN, R 94778 P.O.5gx 1879 HOK0189. FL 34774 Ytrt 4, Better • ANCHORAGE, CONCRETE SUBSTRATE ALUMINUM PICTURE WINDOW, IMPACT • 00000 000000 • MIAMWADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION • ••, • • '•' • •• • •.•• .. • • • • • • • • • e• •• • • • • • ••• • • • • • • • • • • •• • • • • I- DADI+',COVNtY; Ft(pRIDA • METRO. )rDF, g AGL ISILMING 140 WEST FLAGLER STREET7SUrrE 1603 • • • • MJAMI FLORIDA 33130 -1563 ••• c t 3S5J941 ; .ic (365)•372 -6339 • • •• • • (N } •t4wv�.naainautd�dPgnil ngcode • NOTICE OF ACCEPTANCE OA 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series C -740 Outswing Aluminum Casement Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 13 of 13, dated 12/17 /02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, 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: Large Missile 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. ff 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 renews NOA # 05- 1129.11 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 08-0117.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 Page 1 PGT Industries • • ..• • • • ... •. •• • • • • .• • 0 • • • • • • • • .•. • • • • • • • .:. • • • • • • • • • • . NOTICE • • . NOTICE OF ACCEPTANCE: EVIDENCE kt B�VI 'LIED; • ... •.• A. DRAWINGS • • • • • • • • . • • . . • • • •• • • • • • • . ;• .•. •. 1. Manufacturer's die drawings and sections. •.: •; : ; • ::. •. 2. Drawing No. 7045 -8, titled "Aluminum Casement WuadoCv,anipac 'i ghhts 1 tirough 13 of 13, dated 12/17 /02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4608 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05- 1129.11) 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4607 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05- 1129.11) 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3729 dated 2/28/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02)" 4. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test R- • • No. FTL 3587 dated 10/8/02, signed and sealed by Jo e . h Chan, P.E. (Submitted under NOA# 03- 0611.02) E -1 Manuel Pe Product Control ami i r NOA No. 0 : .11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 PGT Industries • • • ••• • • • • •••• • • • • ."• • •■• • • ••• • • • • ••• • • • • • .. • • • . • • •• NOTICE OF ACCEPTANCE: EVIDENCE'$UBWVIITTXD • •• • • . • • • • • • •• • •. • • • 5. Test reports on: 1) Air infiltration Test, per FBC, TAkS.1004 �. gb2 -94 2) Uniform Static Air Pressure Test, Load 3) Water Resistance Test, per FBC, '145=2-90 • • • 4) Large Missile Impact Test per FBC, TAS 201 -94 • • 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of one outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3582 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) 6. Test reports on: 1) Air infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of three aluminum outswing casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3580 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, prepared by manufacturer, dated 11/21/05, signed and sealed by Lucas A. Turner, P.E.Complies w /ASTM E 1300 -98 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.T. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11. F. STATEMENTS 1. Statement letter of conformance, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 05- 1129.11, issued to PGT Industries for the 'es C -740 Aluminum Casement Window — L.M.I., approved . 0 ` 3/06, exp 5/22/08. Manuel P P.E. Product Control iner NOA No. 17.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 E -2 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 5116" LAMINATED GLASS COMPRISED OF (1) LiTE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. C. 7/16° LAMINATED GLASS COMPRISED OF (1) LITE OF 3116" ANNEALED GLASS AND (1) LITE OF 3/16° HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. E. 13/16° I.G. GLASS COMPRISED OF (1) LITE OF 1/8° HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED COMPONENT WITH A 3/8° AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8° HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. A F. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16° LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. A G. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. 2. CONFIGURATIONS: X, XX, XO, OX, XOX AND 0 CONFIGURATIONS OPTIONS } x } 0 x 0 x x } 0 } x x 0 0 x x 0 x UNEQUAL LITES x 0 UNEQUAL UTES 0 x UNEQUAL UTES NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3-4 DESIGN PRESSURE TABLES5-9 SECTIONS 10 CORNER CONSTRUCTION 11 EXTRUSION PROFILES 11 -12 PARTS LIST 12 ANCHORAGE 1,3,4,13 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. A B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 5. E. FOR "XX" CONFIGURATIONS SEE SHEET 6. F. FOR 44 "XOX" & "0" CONFIGURATIONS SEE SHEET 7. G. FOR "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL LITE "XOX, "XO° & "OX" CONFIGURATIONS SEE SHEET 9. ®4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3, 4 AND 13 FOR ADDITIONAL ANCHORAGE INFORMATION. HEAD & SILL: MAX. 4" FROM CORNERS - MAX. 4" & 7" ON EACH SIDE OF MEETING RAILS MAX. 141/2" SPACING ON VENTS MAX. 13° SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS.3" APART AT MID-SPAN • • • • A SEE SHEET 13 FOR APPROVED ANCHORS. 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLIC• AJ&Qt $' TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 5 THROUGH 9. SEE SHEETS 5 THROUGH 9 FOR DESIGN PRESSURE LIIWT.AAT1g1:S WHEN ANCHORING WITH #12 SCREWS. • • • • • • • •• • •••••• • 000000 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT 1S USED ON ALL FOUR CORNERS OF THE FRAME. • • •: • • • • £7. REFERENCE TEST REPORTS: FTL- 3580, FTL- 3582, FTL -3587, FTL -3729, FTL4607 AND FTL -4608. • • as. F.K. neem ay Data, 3/25103 "aura: Oaf° 7/10/03 F.K. 823105 Dn"* a7 Date. F.K. 12/17/02 a bwn "T"us"B7- ADD 13116' LG. & MOVE GLAZING DETAILS TO SHEET2 NO CHANGE THIS SHEET ADD 78' HT., GLASS TYPES FAND G. REVISE ANCHORAGE. 1070 TECHNOLOGY DRIVE NOKO MIS, FL 30275 P.C. SOX 1528 NOXOAk5, FL 34270 Visibly Better • • t".. • • • NOTES AND TABLE OF CONTENTS • • • TA ALUMINUM CASEMENT WINDOW, IMPACT CA-740 S ", agar NTS 1 • 13 7045 -8 D Aarvaiw 7iiy1c, • 137 MIa• ado WermaC • • • • • • • •••••• L5 •• • •••• • tridi •••• •• 7 1- • •• • • • • • 00000 • • ••..•. • • • • •• • •••••• • • -. • • •• • Lucas A. Tuner, P.E. PE 968201 Mechanical 1/8" ANNEALED OR .090 PVB INTERLAYER 86 13116" HEAT STRENGTHENED 1 GLASS H- 1/8" HEAT STRENGTHENED GLASS 3/8" AIR SPACE — 30 31 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 5/16" LAMINATED GLAZING DETAIL 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT .090 PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED 3/16" HEAT GLASS I� STRENGTHENED GLASS .85° NOM. GLASS BITE f 7/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS AIR SPACE 1/8" ANNEALED GLASS 13/16" I.G. W/ 5/16" LAMI GLAZING DETAIL 7/16° LAMINATED COMPONENT .090 PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS .65° NOM. GLASS BITE 13/16" LG. W/ 7/16" LAMI GLAZING DETAIL Rend Or 0: F.K. 3/25/83 6 REDRAW GLAZING DETAILS B ADD 13/16" LO Raq°B7. We: Rolm,." FA 7/18/43 C NO CHANGE 774I8 SHEET 0.nm By Oafs: Revak,. EA. 6/23/45 0 ADD 13/16•LAM1LG. W /7 /18TAM1 a CORRECT SH6° LAMI DETAIL Oran 87 W°: dael°e87 08e F.K. 03/2503 1070 TECHNOLOGY DRIVE NOKOMIS, 71. 34275 P.O. BOX 1629 NOKOMIS, FL 34274 SGT Visibly Better GLAZING DETAILS • • • •• • • ••c,••• 000000 • •••• • • •••• •••••• • • •• •• •.•••• • • • • • • • • •• • • RIFE" ri•Aae - •�1 i MON ALUMINUM CASEMENT WINDOW, IMPACT 5 NTS 2 ° 13 7045 -8 s•••i• •si • •• tq 2r: • • • r _ .-- • • •••• • • • • • • • • •• • Lua•e A. Turner, P.E. PE 858201 Mechanical CENTERLINE 1 1/2" 1 1/2" ANCHOR LOCATION TYP. MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) 4 \ 13" MAX. O.C. SEE MID -SPAN ANCHOR DETAIL TYP. (2) 7 ANCHOR LOCATION TYP. 4" MAX. 4" MAX. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 30" MAX. -- DAYLIGHT -.- OPENING 134" MAX. WIDTH 53" MAX. DAYLIGHT — OPENING DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. 4" MAX. 74" MAX. WIDTH 30" MAX. DAYLIGHT OPENING , I 1 / O / / / i X \ \ \, \ N \ \ %DAYLIGHT X / SEE MEETING RAIVDETAIL (2) 69" _ OPENING MAX. 76" I HEI( �\� .s _. 4" MAX. —.I 4 - I 141 2" MAX. O.C. TYP. 30° MAX. —DAYLIGHT -- OPENING ELEVATION "B" - "XX° (SEE SHEET 7 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 4" MAX. 4" MAX. / / Y X \ '\ / O \, ___. - A 69° MAX. _ DAYLIGHT - OPENING • • • • • •• • 76 "MAX. •••••• HEIGHT • •••• • •••• • 37" MAX. VENT TYP. 13" MAX. O.C. 1 -I 60" MAX. FIXED I }2 �- --� 141/2" MAX. O.C. VENT HEAD & MEETING RAIL DETAIL TYP. (4) •••••• • • • • • • • • • )O(" & )COX" ELEVATIONS • • • • • • ELEVATION "A" - "MX" (SEE SHEETS 7 -9 FOR PRESSURES) Oster 325/03 0.n 7/10/03 nwe 6/23/05 12/17/02 8 &"ou:ma• CHANGE SHEET NO. REFERENCES ADO HINGE LOCATION DETAILS CHANGE MAX. HT. TO 76' AND MAX DLO TO 69' 1070 TEC/NOLOQYDRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 AX. HT ALUMINUM CASEMENT WINDOW, IMPACT Vii Betrer CA -740 NTS Sant W.ao,a 3 a 13 7045 -8 ascoartlaY4 3fA e� aYWs B":1 **• Bap..R ,. BY • 01 ••••• 3 •• • eeeee • • • • • ••er- ••••• OOOOO • • ••••_ • ••J)r* I rv�s•.... •• • •••••• • • • aI.urll k Turner. P.E. PE858201 Mechanical DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) HINGE LOCATED APPROX. FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY 13" MAX. O.C. 37" MAX. WIDTH 30" MAX. -•- DAYLIGHT OPENING . 4° MAX. A 69" MAX. DAYLIGHT OPENING X' 76" MAX. HEIGHT 4" MAX. ELEVATION "D" - "X° (SEE SHEET 5 FOR PRESSURES) SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. O.C. 4 1/2" O.C. 4" MAX 4° M 30° MAX. 53" MAX. DAYLIGHT DAYLIGHT OPENING OPENING 97" MAX. WIDTH SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13" MAX. O.C. 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING A 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT L_ 4" MAX. 4" MAX. . ELEVATION "E" - "0" (SEE SHEET 7 FOR PRESSURES) G-- -x-13" MAX. O.C. NOTE: °X" PANEL MAY SWING IN EITHER DIRECTION J 13" MAX. O.C. 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) • • • • • •• • 000000 • 000000 SEE MEETING • • • RAIL DETAIL $;1j,.,3• TYP. (2) •..... • • •• •• 000000 • • • • • -- 37" MAX. VENT - 60" MAX. FIXED • ELEVATION "F" - "XO" & "OX" UNEQUAL LITE (SEE SHEETS 8-9 FOR PRESSURES!** • • • 4m46. F.K Dec 325/03 B Omc e"aemo: 5/23,05 C 7/10/03 D 1»» CheckedBy. 12117/02 F.K CHANGE SHEET NO. REFERENCES ADD HINGE DETAIL & HINGE LOCATION NOTES CHANGE MAX HT. TO 76" AND MAX DLO TO 69' 00, 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. 80X 1529 NOKOMIS, FL 34274 !!c�T VidTJ>{�$eBetter "X", °0 ", X0" & "OX" ELEVATIONS • • attorney %Alb Oa MA& ,j., •'� • I • 3 L�U1V � r • • • • 000000 B3 P1 • • •• • • 000000 7. • •• • • • • •• • • 00000 • • • ••••• •••••• • • • •••• • •••••• • rat ALUMINUM CASEMENT WINDOW, IMPACT Lucas A. Turner, PE. s":"& sm"• c`uun"' R^ PE 958201 CA -740 NTS 4 e 13 7045 -8 D Mechem / iV ----. -_ J 13" MAX. O.C. 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) • • • • • •• • 000000 • 000000 SEE MEETING • • • RAIL DETAIL $;1j,.,3• TYP. (2) •..... • • •• •• 000000 • • • • • -- 37" MAX. VENT - 60" MAX. FIXED • ELEVATION "F" - "XO" & "OX" UNEQUAL LITE (SEE SHEETS 8-9 FOR PRESSURES!** • • • 4m46. F.K Dec 325/03 B Omc e"aemo: 5/23,05 C 7/10/03 D 1»» CheckedBy. 12117/02 F.K CHANGE SHEET NO. REFERENCES ADD HINGE DETAIL & HINGE LOCATION NOTES CHANGE MAX HT. TO 76" AND MAX DLO TO 69' 00, 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. 80X 1529 NOKOMIS, FL 34274 !!c�T VidTJ>{�$eBetter "X", °0 ", X0" & "OX" ELEVATIONS • • attorney %Alb Oa MA& ,j., •'� • I • 3 L�U1V � r • • • • 000000 B3 P1 • • •• • • 000000 7. • •• • • • • •• • • 00000 • • • ••••• •••••• • • • •••• • •••••• • rat ALUMINUM CASEMENT WINDOW, IMPACT Lucas A. Turner, PE. s":"& sm"• c`uun"' R^ PE 958201 CA -740 NTS 4 e 13 7045 -8 D Mechem COMPARATIVE ANALYSIS TABLE 1. "X" WI •OWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 GLAZING OPTIONS: A. 5/16" LAMI (1 /8 "A,.090,1 /8 "HS) B. 5/16" LAMI (1/8°H5,.090,1/8 HS) /16" LAMI (1/8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1 /8 "HS,.090,1 /8 "HS) °X° WIDTH HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 83 66 69 72 NEG POS NEG POS NEG POS NEG POS NEG PO' '• Z,I ' EG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 19118 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0, -90.0 70.0 -90:0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 24 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.6 70.0 -86.3 70.0 -84.2 70.0 -83.2 70.0 -81.7 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 261/2 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -83.6 70.0 -79.9 70.0 -75.4 70.0 -72.4 70.0 -69.9 69.9 -87.8 67.8 - 66.2 66.2 -65.0 85.0 -83.7 63.7 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 30 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -77.6 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 - 58.5 58.5 - 562 56.2 -53.4 53.4 -51.3 51.3 -49.8 49.8 - 48.3 48.3 B -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.( -90 ' -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 32 A -90.0 70.0 -90.0 70.0 -86.3 70.0 -81.0 70.0 -71.1 70.0 -81.8 61.8 -58.9 5E).9 -56.1 56.1 - 53.8 53.8 -50.4 50.4 -47.7 47.7 -45.6 45.6 - 43.9 43.9 -42.2 42.2 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0, -90.0 70.x' -9 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.8 70.0 -84.4 70.0 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 -57.5 57.5 - 54.9 54.&.51.8 51.8 - 48.8 48.6 -45.2 45.2 -42.4 42.4 BCE" -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70 -75.0 705.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 1116` OQ Raft . Pyle ' ii"4., L Pyle 36 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 - 54.3 54.3 =51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 -39.7 39.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 37 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -87.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 - 43.5 43.5 -41.1 41.1 -38.6 38.6 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 TABLE 2. "X" WINDOWS TEST REPORTS: FTL -3580, FTL -3587 GLAZING OPTION: C. 7/16" LAMI (3/18 A,.090,3/16 "HS) ALL "X" SIZES UP TO 37" WIDE x 63" HIGH AND ALL "X" SIZES UP TO 32" WIDE x 72" HIGH F90.0170.0 ••••, C1 rite nfttE�� • • • °010w'ia°n°` Amps.eig. 01:,01 sce ! sou By .7; ..... , ,.. ,.,.,i...,,,,• ••• •• •••• TABLE 2A. "X" WINDOWS TEST REPORTS: FTL -4607, FTL -4608 t GLAZING OPTIONS: C. 7/16" LAMI (3 /16"A,.090,3/16°HS) F.13/16" LAMI (1 /8 "A,AIR SPACE,7/16" LAMI -W/ 3/16 "A,.090,3 /16 "HS) • • • • • • ALL "X" SIZES UP TO 37" WIDE x 76" HIGH 1-55.0155.0 • •••••• • •• ••••• •. • NOTES: Qo �.••.. •••• • • • • • • • • �, J • • 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES f SE LCE O 1/4" TAPCONS OR. - �- • • • • • 1/4" SS4 CRETE -FLEX ANCHORS. - -- - • 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. • •• • • • • •• • • �• • • • 172, • • . ••..• • • • • • • • Lucas A. Turner, P.E. PE 658201 Mechanics awmay: F.K. b 328/03 5 ADD GLASS TYPEE TO TABLES 1 & 4 1070TECHA'OLOGYDR1VE NOKOMIS. FL 94275 P.O. BOX 1529 NOKOMIS. FL 34274 - - PRESSURES- X CONFIG. WINDOWS Realty. F.X. 7/10/03 n.. C NO CHANGE THIS SHEET TO ALUMINUM CASEMENT WINDOW, IMPACT tea.. F.K. a,e,„,sy. F.K 0 623/05 nu_, 12/17/02 D C,.ems4Or REVISE ANCHORS &ADD 76"HEIGHT OPTION O,g, i Visibly Better CA -740 NTS 5 . 13 j L 7045-8 R"" D COMPARATIVE ANALYSIS TABLE 3. "XX" WINDOWS TEST REPORTS: FTL -3582 GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) "XX" WIDTH HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS, 37 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 43 - A -75.0 70.0 # 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 531/8 A -75,0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 - 69.5 69.5 -67.5 67.5 57 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.4 70.0 -69.6 69.6 -65.2 65.2 -63.0 63.0 -60.8 80.8 -58:0 58.0 60 A -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 - 68.4 68.4 433.9 63.9 - 60.0 60.0 - 58.5 58.5 - 56.2 56.2 - 53.4 53.4 64 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 71.1 70.0 -61.8 61.8 - 58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 68 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 -57.5 57.5 - 54.9 54.9 -51.8 51.8 - 48.6 48.6 - 45.2 45.2 -42.4 42.4 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 - 60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 -39.7 39.7 74 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 - 46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 X TABLE 4. "XX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1/8"HS,.090,1 /8 "HS) E. 13/16" LAMI (1/8 "HS,3/8" SPACE, 5 /16" LAMI-W/ 1 /8"HS,.090,1 /8"HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1 -75.01 70.0 TABLE 5. "XX" WINDOWS TEST REPORT: FTL -3580 of QbYlex rZia • -f'. itkA GLAZING OPTION: C. 7/16" LAMI (3116"A,.090,3/16 "HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1-90.01 70.Q • • •• • TABLE 5A. "XX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTiL•4614 GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) F.13116" LAMI (118 "A,AIR SPACE, 7/16" LAMI-W/ 3/16 "A,.090,3 /16 "HS) • • • i • ALL "XX" SIZES UP TO 74" WIDE x 76" HIGH 1-55.4 40 D ••••• •••••• NOTES: • • • • • 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR • 1/4" SS4 CRETE -FLEX ANCHORS. • • • • • • • 2. IF INSTALLING WITH #12 SCREWS. DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. • • • . • • • •• • K.v"!ep FK 823105 D REVISE ANCHORS 8 ADD TART PK 76' HEIGHT OPTION nm."er ""- F.K. 12/17/02 Chocked Sy 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Pc �T Visibly Better PRESSURES - XX CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT sertsum": CA -740 NTS 6 m 13 7045 -8 • PRODUCFMArte 4o� akgNad o •••• •••••• • • • •.1•• • • •• • • •••, • • •••• "7/ • • •••• •• • ••••• • • • • •• • Lucas A 1 toner, P.E. a". PE 458201 D Mechanical • • • • • COMPARATIVE ANALYSIS TABLE 6. "0° & "1/4- 112 -1/4 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729, FTL -4807, FTL -4808 WIDTHS "O" "X0X° 36 72 37 74 39112 79 42 84 45 90 48 98 501/2 101 531/8 108 318 54 108 GLAZING OPTIONS: A. 5/18" LAMI (1/8 "A,.090,1/8 "1-IS) B. 5/18" LAMI (1/81HS,.090,1/B"HS) C. 7/18° LAMI (3116"A,.090,3116 "HS) E. 13/18" LAMI 1/8"HS,318" SPACE,5/18" LAMI -WI 1/8"H8,.090 1/8'11S F.13/18" LAMI 1/8"A,AIR SPACE .7 /16" LAMI -W/ 3/16"A,.090,3118"HS HEIGHT 28 NEG POS A -75.0 70.0 B,E -75.0 C,F -90.0 A -75.0 B,E -75.0 C,F -90.0 A -76.0 B,E -75.0 C,F -90.0 A -75.0 8,E -75.0 C,F -90.0 A -75.0 82 -75.0 C,F -90.0 A -75.0 8,5 -75.0 C,F -90.0 A -75.0 B,E -75.0 C,F -90.0 A -75.0 8,E -75.0 C,F -90.0 A -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 31 NEG POS -75.0 70.0 38. NEG POS -75.0 70.0 383/8 43 NEG POS NEG POS -70.4 70.0 - 80.4 60.4 48 50518 NEG POS NEG POS - 54.3 54.3 - 51.1 '51.1 54 NEG POS -47.9 47.9 57 NEG POS - 44.8 44.8 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 -75.0 70.0' -73.7 70.0 -67.9 70.0 -90.0 70.0 87.9 -59.0 59.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 702 -52.8 52.8 49.9 49.9 - 48.4 46.4 -43.5 43.5 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 -75.0 70.0 -67.8 67.8 -82.1 70.0 - 90.0 70.0 82.1 - 55.7 55.7 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -49.8 49.8 -46.9 462 43.8 43.8 -41.1 41.1 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 -75.0 70.0 -82.4 82.4 -58.4 70.0 - 90:0 70.0 58.4 - 83.3 83.3 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -75.0 -90.0 41.1 - 38.8 38.8 75.0 70.0 - 75.0 70.0 90.0 70.0 -90.0 760 - 55.0[55.0 -38.8 38.8 -38.5 36.5 75.0 70.0 -75.0 70.0 -87.4 70.0 -832 70.0 - 55.0185.0 80 63 67 NEG POS NEG POS NEGIPOS -42.2 422 -39.7 39.7 70.0_ -75.0 70.0 70.0 -l�.0 70.0 -55.01 55.0 -41.1 72 -5521 55.0 -55.01 55.0, -55.01 552 - 56.4 58.4 -53.4 53.4 - 50.0 50.0 48.9 48.9 -44.3 44.3 -41.9 -76.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 -75.0, -90.0 70.0 - 75.0 70.0 - 76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -70.3 70.0 -58.0 58.0 -54.8 70.0 -90.0 70.0 54.8 - 59.3 59.3 -90.0 70.0 -90.0 70.0 - 90.0 70.0 - 53.6 53.8 -50.9 50.9 47.5' 47.5 -84.5 -44.7 70.0, -79.7 44.7 -42.1 42.1 -39.7 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 702 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -90.0 70.0 -90.0 70.0 -90.0 -85.0 65.0 -54.3 54.3 -51.1 70.0 -90.0 70.0 51.1 - 55.1 55.1 -90.0 70.0 -88.2 -51.4 51.4 -48.8 70.0 - 81.8 70.0 -76.9 48.8 -45.3 45.3 -42.5 70.0 42.5 -72.4 70.0 -892 40.4 -38.4 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 - 75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 38.4 70.0 -55.01 55.0 -55.01 55.01 -55.01 55.0 -90.0 70.0 -90.0 -80.8 80.8 -5t3 70.0 51.3 -902 70.0 -90.0 70.0 - 88.0 70.0 -80.9 70.0 - 75.0 70.0 -70.7 70.0 -48.3 48.3 - 52.7 52.7 - 48.748.748.9 48.9 -43.5 43.5 -41.3 41.3 -87.3 871 4341 392 '137.1 -55.01 55.0 -5321 532 37.1 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.3 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -58.7 58.7 -48.7 48.7 45.4 45.4 - 50.0 50.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -90.0 70.0 -90.0 -58.2 58.2 -47.9 70.0 47.9 -90.0 -44.5 70.0 - 88.8 70.0 44.5 -49.1 { 49.1 -812 70.0 -75.7 48.1 48.1 442 - 75.0 70.0 -75.0' - 78.4 70.0 -71.1 70.0 -70.3 70.0 44.2 -42.2 422 -88.8 40.1 88.8 70.0 -5221 62.8 40.1 -38.0 38.0 -38.2 70.0 -75.0 70.0 -75.0 70.0 -752 70.0 -72.4 70.0 70.0 -88.5 68.5 -83.0 83.0 -80.0 -45.3 45.3 -43.4 43.4 -41.9 41.9 -39.8 39.8 -37.6 60.0 -57.3 57.3 -53.8153.8 -46.21 482 35.9 551/2 111 67 114 581/2 117 120 B,E C,F A B,E C,F A B,E C,F A 8,E CF A B,E C,F -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -742 -75.0 -90.0 -72.9 -75.0 -90.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 - 75.0 70.0 -75.0 70.0 - 752 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 70.0 70.0 -90.0 -57.1 70.0 -90.0 70.0 57.1 -48.4 48.4 -90.0 -43.3 70.0 -88.9 70.0 '43.3 -47.5 472 - 75.0 70.0 -70.1 -43.9 432 42.2 70.0 - 85.4 85.4 -611 81.8 -59.1 42.2 - 40.8 40.8 -39.1 39.1 -372 372 -354 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 702 -70.8 70.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.3 70.0 - 72.6 70.0 -88.4 68.4 -83.8 83.8 -60.1 60.1 57.5 -54.8 70.0 -58.2 582 44.8 44.8 -42.1 42.1 - 482 48.2 -42.5 42.5 -412 412 -39.8 39.8 -38.5 38.5 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 34.8 70.0 -90.0 70.0 -90.0 70.0 -55.0 65.0 -43.4 70.0 43.4 -90.0 70.0 -81.8 70.0 -40.9 40.9 -44.8 44.8 - 70.7 70.0 -88.7 41.3 41.3-402 88.7 402 -81.8 81.8 - 38.7 38.7 -58.7 58.7 -55.9 55.9 -532 532 -49.41 49.4 -4521 48.2 37.8 37.8 38.1 -342 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 - 75.0 70.0 - 75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -72.2 70.0 -90,0 70.0 -90.0 70.0 -90.0 70.0 -53.4 53.4 -422 42.2 -39.7 70.0 - 79.4 70.0 39.7 -43.5 43.5 -69.0 69.0 -84.9 -40.4 40.4 -392 84.9 -80.4 80.4 -57.3 57.3 54.5 -512 392 -37.8 37.8 -38.7 38.7 -35.5 35.5 -33.7 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 -71.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 -87.3 67.3 -63.3 83.3 - 69.1 59.1 -55.9 55.9 -53.0 70.0 -87.4 342 33.7 87.4 • -42.81 42.8 -4686444 „ TABLE 7. TEST REPORT: FTL-3580 TABLE 7A. TEST REPORTS: FTL-4807, FTL-4608 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4° TAPCONS OR 1/4" SS4 CRETE-FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Render F.K Ans0 By F./C. bet 3/25!03 bet 7/10/03 Reece. 8 0ensionte ADD GLASS TYPEE TO TABLE 6 NO CHANGE THIS SHEET Renter F.K. 623 0 CHANGE ANCHORS AND ADD 76- HT. OPTION rimer 0et: Ce8014,16r bet F.K. 12/17/02 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better • 000000 000000 4 1 2 4 000000 Ausixamtle • 00000 balms ALUMINUM CASEMENT WINDOW, IMPACT O ▪ 00000 • • • • 00000 • • Lucas A. Tame P.E. PE 958201 Mechanical COMPARATIVE ANALYSIS TABLE 8. "XO" OR "OX" & "113- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3582 GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) "XO" WIDTH "XOX" WIDTH HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 83 NEG POS NEG POS' NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEC ' POS 37 551/2 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 491/3 74 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 531/8 ' 79 2/3 A ' -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -45.0 70.0 -75.0. 70.0 ' -72.1 70.0 -69.5 69.5 -67.5 67.5 56 84 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.9 70.0 - 87.7 67.7 - 64.9 64.9 -62.7 62.7 -60.4 80.4 80 90 A -75.0 70.0 -75.0 710 r -75.0 70.0 -75.0 70.0 45.0 70.0 -68.4 68.4 - 83.9 63.9 -80.0 80.0 - 58.5 58.5 -58.2 562 -53.4 53.4 84 98 A -75.0 70.0 ' -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1- 70.0 -81.8 61.8 - 58.9 58.9 - 56.1 56.1 - 53.8 53.8 -50.4 50.4 -47.7 47.7 67.333 101 ' A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 68.4 68.4 - 582 582 -55.6 55.6 -52.8 52.6 -49.4 49.4 - 45.9 45.9 -43.1 43.1 70.917 108 3/8 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -61.8 61.8 -55.1 55.1 -51.9 51.9 -48.9 48.9 -45.8 45.8 -42.8 42.8 - 40.3 40.3 72 108 A -75.0 70.0 -75.0 70.0 -75.0 ' 70.0 -70.4 70.0 -60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 -39.7 39 7 74 111 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -48.4 46.4 - 43.5 43.5 41.1 41.1 -38.8 38.6 1 3 X 3 0 1 3 X X 0 O X TABLE 9. °XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3582. FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1/8"HS,. 090, 1 /8 °HS) E. 13/16" LAMI (1/8"HS,3/8" SPACE,5 /16" LAMI -W/ 1 /8"HS,.090,1/8"HS) ALL °X0" OR "OX" SIZES UP TO 74° WIDE x 83" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH 1-75.01 70.0 TABLE 10. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7 /16" LAMI (3/16°A,.090,3/16 "HS) ALL "XO" OR "OX° SIZES UP TO 74° WIDE x 63° HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH 1-90.01 70.0 TABLE 10A. "XO" or "OX° & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, TL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3 /16"HS) F.13/16" LAMI (1 /8 °A,AIR SPACE, 7/16" LAMI -W/ 3/16"A,.090,3/16"HS) • • 4, ALL "XO" OR "OX" SIZES UP TO 74° WIDE x 76' HIGH AND ALL 01/3- 1/3 -1/3 XOX" SIZES UP TO 111" WIDE x 76" HIGH 1 -55.0 x55.04 • NOTES: QC 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4° TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. •••••• . • • •••••• • • •• •• •••••• • • • • • • • • • ReadIrr 50,' Rsv rm: F.K 325/03 5 ADD GLASS TYPEE 70 TABLED Rena Fly w": R°wbm: F.K 7/10/03 C NO CHANGE TH1S SHEET Rena Sr. esn• R°vmbnsr F.K. 5/23/05 0 CHANGE ANCHORS AND ADD 75' HEIGHT OPTION bra", ey eale- clssome5 g4: I F.K. 12/17/02 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1520 NOKOMIS, FL 34274 Pic" Visibly &tees PRESSURES- XO, OX, & 1/3- 1/3 -1/3 XOX WINDOWS rew ALUMINUM CASEMENT WINDOW, IMPACT CA.740 NTS 8 d 13 J� 7045 -8 ••••• • piwoutlfarttEn to amply tarpiWg6c FlaridO ingot er7.740 • MC-T• ,L r✓ _- • • •• • • ••••• • • Is OOOO • • • OOOOO OOOO • • ( • . •• • •• • Lucas A Tumor, P.E. PE 558201 MechaniCo! COMPARATIVE ANALYSIS TABLE GLAZING OPTIONS: 11. "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL -3582, FTL -3729, FTL -4607. FTL -4808 A. 5/16" LAMI (1/8 "A,.090,1/8"HS) B. 5/16" LAMI (1/8°HS,.090,1/8 "HS) C. 7/18° LAMI (3/16 "A,.090,3 /161-IS) E. 13/16" LAMI (1/8°HS,3/8" SPACE,5/18" LAMI -W/ 118"1-IS,.090,1 /8"HS) F. 13/18" LAMI (1/8 "A,AIR SPACE,7116" LAMI -W/ 3/18 °A,.090,3 /16 "HS) HEIGHT WIDTHS ALL "XO" or "OX" SIZES UP TO 97" WIDE x 83" HIGH WITH 37° MAX. VENT WIDTH AND 80" MAX ALL "XOX" SIZES UP TO 134" WIDE x83" HIGH WITH 37" MAX. VENT WIDTH AND 80" MAX. FIXED WIDTH AND FIXED WIDTH 26 36 383/8 43 48 50 5/8 54 57 80 83 67 72 78 "XOX° VENT FIXED NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEGIPOS NEGIPOS NEG IPOS 69.284 19.125 31.014 A -75.0 70.0-75.0 70.0 -75.0 70.0 -74.1 70.0 - 64.9 64.9 -60.8 80.8 -58.1 58.1 - 56.1 58.1 - 53.3 53.3 -50.5 50.5 B,E -75.0 70.0 _ -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.D -90.0 70.0 - 55.0155.0 - 55.0155.0 -55.01 55.0 86.919 24 38.919 A -75.0 70.0 -69.1 89.1 -63.4 63.4 - 56.5 58.5 -50.4 50.4 -47.5 47.5 - 44.1 44.1 -41.6 41.6 -39.2 39.2 - 38.9 36.9 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0_70.0 -75.0 70.0 -73.8 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -80.0 70.0 -90.0-70.0- -89.4 70.0 -86.2 70.0 -55.OI X1`•0 -55.01 55.0 -55.01 55.0 95.973 2 7 42.973 A -75.0 70.0 - 60.5 60.5 -57.2 57.2 - 62.1 82.1 -55.2 55.2 -52.6 52.8 49.1 49.1 - 48.2 462 -43.8 43.8 -41.1 41.1 B,E -75.0 70.0 - 75.0_70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 - 90.070.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.0 70.0 -81.9 70.0 -77.2 70.0 -73.1 70.0 - 55.0155.0 - 55.0155.0 -55.01 55.0, 108.849 ' 30 48.849 A -75.0 70.0 -53.5 53.5 - 50.4 50.4 - 54.5 54.5 -50.7 50.7 -48.2 48.2 44.9 44.9 -42.0 42.0 - 40.1 40.1 - 38.0 38.0 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -80.0 70.0 -90.0 70.0 -90.0 70.0 -84.7 70.0 -79.5 70.0 -73.6 70.0 -69.7 69.7 -88.3 68.3 - 63.1 63.1 -55.0 55.0 -55.0 55.0 -52.2 522 115.892 32 51.892 A -75.0 70.0 -49.9 49.9 - 48.8 46.8 -51.3 51.3 -47.4 47.4 - 45.5 45.5 -42.7 42.7 - 40.7 40.7 - 38.6 38.6 - 36.6 36.6 B,E -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.2 70.0 C F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -78.6 70.0 -73.2 70.0 - 68.3 68.3 - 84.8 64.8 -61.4 61.4 - 58.8 58.8 - 55.0155.0 - 60.9150.9 - 47.7147.7 122 33.687 54.627 A -75.0 70.0 47.3 47.3 - 44.0 44.0 -48.4 48.4 - 44.7 44.7 -42.8 42.8 -41.4 41.4 - 39.5 39.5 -37.5 37.5 - 35.7 35.7 -44.6144.6 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 - 74.9 70.0 -71.4. 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.8 70,0 -74.0 70.0 -69.4 69.4 - 84.7 64.7 -81.0 61.0 - 58.4 58.4 -55.7 55.7 - 52.1152.1 - 47.7147.7 123.135 34 55.135 A -75.0 70.0 - 48.8 48.8 -43.8 43.6 -47.9 47.9 - 44.3 44.3 42.4 42.4 -41.1. 41.1 - 39.3 39.3 -37.3 37.3 -35.5 35.5 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.8 70.0 -71.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.0 70.0 -73.1 70.0 - 68.8 88.8 -64.1 64.1 -60.5 60.5 - 57.9 57.9 -55.2 552 - 51.5151.5 - 4721472 -44.01 44.0 128.000 34.791 56.418 A -75.0 70.0 -45.5 45.5 -42.6 42.8 - 48.7 48.7 -43.1 43.1 41.8 41.6 -40.2 402 - 38.7 38.7 -38.9 38.9 - 35.0 35.0 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.7 70.0 -70.1 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -82.8 70.0 -71.3 70.0 -87.3 67.3 - 82.5 62.5 -59.2 59.2 - 58.5 56.5 -53.8 53.8 -50.11 50.1 45.8145.8 -43.01 43.0 130 35.896 A -74.4 70.0 - 43.8 43.6 412 41.2 -45.1 45.1 41.5 41.5_ 4 0.4 40.4 -38.9 38.9 -37.7 37.7 - 36 2 36.2 - 34.3 34.3 58.209 B,E -75.0 70.0 -75.0 70.0 - 75.0_70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -72.4 70.0 -868 88.6 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 79.9 70.0 -69.3 69.3 -65.3 65.3-80.6 80.6 -57.8 57.6 - 54.7 54.7 -51.9 51.9 - 48.1148.1 -43.9143.9 - 41.9141.9 130.378 36 A -74.3 70.0 43.5 43.5 41.0 41.0 - 45.0 45.0 41.4 41.4 40.3 40.3- 38.8 38.8 -37.8 37.6 - 36.1 38.1 - 34.3 34.3 58.378 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.3 70.0 - 88.5 88.5 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.8 70.0 -69.1 89.1 - 65.1 65.1 -80.5 60.5 - 57.4 57.4 - 54.6 54.8 -51.7 51.7 - 48.0148.0 43.8143.8 - 41.8141.8 134 37 A - 72.9 70.0 422 422 -39.7 39.7 43.5 43.5 40.4 40.4 -392 392 -37.7 37.7 -36.7 36.7 - 35.5 35.5 -33.7 33.7 I -413.754 6013 60 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 - 71.0 70.0 -67.4 87.4 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 -67.3 67.3 -83.3 63.3 -58.1 59.1 - 55.9 55.9 -53.0 53.0 - 50.0 50.0 -48.31 48.3 -42.81 42.8 "X0" & "OX" W1NDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. "X0" or "OX" & "XOX" ' UNEQUAL LITE WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7/18" LAMI (3/16115,.090,3/18"HS) ALL "XO" or "OX" SIZES UP TO 97" WIDE x 83" HIGH WITH 37° MAX. VENT WIDTH AND 80" MAX ALL "XOX" SIZES UP TO 134" WIDE x83" HIGH WITH 37" MAX. VENT WIDTH AND 80" MAX. FIXED WIDTH AND FIXED WIDTH I -90.0 70.0 TABLE 12A. "XO" or "OX° & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL4607, FTL4608 GLAZING OPTIONS: D. 7/16" LAMI (3118"HS,.090,3/16"HS) G. 13/16° LAMI (t/8 A,AIR SPACE,7 /18` LAMI -W/ 3/16"HS,.090,3 /18"HS) ALL "X0X" SIZES UP TO 134" WIDE x 76" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND ALL °X0" or "OX" SIZES UP TO 97° WIDE x 76" HIGH WITH 37" MAX. VENT WIDTH AND 80" MAX. FIXED WIDTH I -55.0 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4° SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. • • •••• . X 0 X UNEQUAL UTES X 0 UNEQUAL UTES 0 X UNEQUAL LITES • • • • • •• •• •••••• • • • • • • • • • • •• • 3/25103 Ramona: B ADD GLASS TYPEE TO TABLE 11 Rams. F.K. lased "r. F.K 7/10/03 yea 8/29/05 R"vd m"r C NO CHANGE THIS SHEET CHANGE ANCHORS AND ADD 76' HEIGHT OPTION Omar F.K. 12117/02 Crocked" 0s 1070 TECHNOLOGY DRIVE NORMS, FL 34275 PO. BOX 1520 NOKOMIS. FL 34274 T Visibly ,Better PRESSURES- UNEQUAL CONFIG. XO, OX & XOX ALUMINUM CASEMENT WINDOW, IMPACT CACA-740 NTS 9 4 13 l � 7045-8 1:71 • • Peo0'r8' ? tsk MAPS ••••• • B 4,• 1 • T1"ltt! i• • • • • La, ,,.rr,1. fr311xi1 0.r:.,' IV •••• By • • •• • • • .-/+• • •••• ••••• ••.•• • •••••• • • ,• (n •• • Lucas A Turner. P.E. PE 858201 Mechanical MAX. VENT DAYLIGHT O OPENING (SEE SHT. 3) REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 a MAX. HEIGHT (SEE SHTS. 3 & 4) m 0 r MAX. VENT E+ DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) OCDO REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 Q MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX REFERENCE ASSEMBLY DETAIL, SHEET 11 Q MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) VERTICAL SECTION OPERABLE UNIT VERTICAL SECTION FIXED UNIT HORIZONTAL SECTION - XX W W , MAX. VENT DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X Dom • • • • • •• • •••••• • • • •••• •••••• • • •• •• 000000 • • • • • • • • • • •• • IPD*UCT REVISED nolaphieg ski eYSIY111• =cNo05 -1 8 Reveler Ds. F.K. 9/25103 Raved ea. 09 . FR 7/10103 Render. Off. F X. 523/05 awner. Dam: F.K. 12/17/02 8 aaa: O ReNa"aa: D ADD 13/10' I.Q. GLAZING BEAD ITEM SHOW TOP HINGE CHG SHT. NO. REF. AND ADD ITEM 89 LMtlede 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 Visibly Better SECTIONS ALUMINUM CASEMENT WINDOW, IMPACT _a Sw awe awarw"n cA•740 NTS 10 a 13 7045 -8 PRODQ as WM 9uldio8 •••• E1VED the Floc iiZ • • • • • • t • ••••• • • •••• _ • •• •••• • • • • (A • • • / v • • •• • •••••• • • • • • •• • Wen A. Turner, P E. PE 958201 Mechanical FRAME ASSEMBLY TUBE, MATL: 6063 -T6 "X" FRAME JAMB #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "X" FRAME JAMB "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MAIL: 6063 -T6 "X" FRAME JAMB #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "0" FRAME JAMB "XO" & "XOX" FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER FRAME HEAD OR SILL NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 SASH FRAME TOP OR BOTTOM RAIL #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL MAIN FRAME ASSEMBLY DETAIL —El 1.376" � 44 .095" J CASEMENT BACKING PLATE MATL: 6063 -T6 DWG# 7071 1.159" 2.139" OSASH FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7003A 438 ! 2.784° 2.919" I+— 2.784" FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7002A 3.544 • • • • .062" •••••• NOM. 0000000 • • • •• •• 0 FIXED FRAME HEAD, SILL, JAMB • • • • • • MATL: 6063 -T6 • • • • DWG# 7005A • • • •• • • • aermSr F.K. erne Eis F.K. Rinse* F.K. DmmBr F.K. 3/25/03 Daly 7/10/03 Owe Dale: 12/17/02 8 NO CHANGE THIS SHEET C NO CHANGE THIS SHEET Rawea. D ADO ITEM SS fJmm+ad Br Daa" 070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, 71. 34274 F Visibly Better EXTRUSIONS & ASSEMBLY DETAILS ALUMINUM CASEMENT WINDOW, IMPACT ACA 740 NTS I X11 " 13 7045 -8 • °�,,,� pRpDUAI'Rleirt"s � emaRsytDr;w�eh 1� t+kaIde • • • • • • BaGU® Ac/e • Aet . • ) • rs.v • ••••• • • • • 000000 • • 00000 000000 • •a4! /vim'•:: s• • •••••• • • • • • •• • • Lucas A. ": ume,, P.E. PE 058201 Mechanical PARTS LIST ITEM DWG # PGT. # DESCRIPTION I 7002A MAIN FRAME - HEAD, SILL & JAMBS 2 1155 78IPQA #8 X I QUAD PH SMS 3 7008 70834A FRAME CORNER KEY 4 7005A 1/2"X1/2"X1/8° CLOSED -CELL FOAM TAPE 5 7003A 781PQA SASH - TOP, BOTTOM & SIDE RAILS 6 1155 781PQA #8 X 1 QUAD PH SMS 7 7017 67017K BULB WEATHERSTRIP .187X.240 8 7009 67407 SASH CORNER KEY 9 7024 13/16" MAXIM MULTI -POINT LOCK , 10 7026 LACK SUPPORT PLATE 11 3/I6A & 3/16HS GLASS WITH AN.090INTERLAYER- SOLUTIA OR DUPONT PVB 88 010-24 X.562 P1L PN. TYPE F 12 7014 3/16HS & 3/16H0 GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB MULTI- LOCK KEEPER (R.H. & L.H.) 13 1157 78X78PPSMS 88 X .875 PH. PN. SMS 14 7013 TIE BAR GUIDE 15 7015 TIE BAR ASSEMBLY 16 7028 MAXIM DYAD OPERATOR 17 7027 MAXDA DUAL ARM OPERATOR 18 7030 OPERATOR GASKET 19 7031 BACKING PLATE 20 98-32 X.375 PH. PN. TYPE B 21 7032 STUD BRACKET (L.R. & RM.) 22 7858ZA 118 X 5/8" FLT. PHL SMS 23 7033 OPERATOR TRACK & SLIDER (DUAL ARM) 24 7022 SNAP -ON HANDLE 25 7023 12° HINGE (HEAVY DUTY) 26 710x12FP 410 X.500 PH. PHI.. 30 5/16" LAMINATED (I /8A & 1 /8H8 GLASS) .0901NTERLAYER- SOLUTLAORDUPONT PVB 31 5/16" LAMINATED (1/8HS & 1/8HS GLASS) .090INTERIAYER - SOLUTIA OR DUPONT PVB 32 7/16' LAMINATED (3/16A & 3 /16HS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 33 7/16° LAMINATED (3/16HS & 3/1611S GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 40 7036 GLAZING BEAD (5 /16") 41 7042 GLAZING BEAD (7/16") 43 1224 6TP247 VINYL BULB WSTP (CHICK) 44 SILICONE - DOW CORNING 899, 995 OR EQUIV. PARABOND 45 46 1634 6163K SETTING BLOCK 50 7006 SCREEN FRAME 51 7040 SCREEN CORNER KEY 52 SCREEN CLOTH 53 1635 61635K SCREEN SPLINE - SERRATED 54 331 60976 CASEMENT SCREEN CLIP 55 78x12PSTW/B 88 X.500 SQ. PN. TEK SMS 67 7004A 67004 CASEMENT FRAME ASST. TUBE 68 712XIPPT #12 X 1" PH. PHIL. TEK. 69 7011 LOCK SUPPORT PLATE 70 7012 LACK SPACER 71 7019 711573 SNAP -ON T- HANDLE KNOB 72 7018 7FLDHD FOLDING HANDLE PARTS LIST CONT. ITEM DWG # PGT. # DESCRIPTION 73 7025 MAXIM SINGLE LOCK 74 7016 SINGLE LACK KEEPER 75 70834A 48 X .750 QUAD PN SMS 80 7005A FIXED WINDOW FRAME - HEAD, SILL & JAMBS 81 1155 781PQA #8X 1 QUAD PN SMS 82 7010 FIXED FRAME CORNER KEY 83 7007 LNSTALLATION HOLE COVER 85 7047 67407 GLAZING BEAD (13/16" 1G.) 13/16" LG. GLASS (1/8"HS, AIR SPACE, 5116 "LAMI) 5/16" IAMI" (2) LLIES OF 1/8"AS GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB B./ 13/16° LG. GLASS (1/8"HS, AIR SPACE, 7 /161AMQ 7/16' LAM- 3/I6A & 3/16HS GLASS WITH AN.090INTERLAYER- SOLUTIA OR DUPONT PVB 88 13/16' SPACE, 7 /16 "LAMI) 7/16" LAME LG. GLASS (I /8"HS, AIR " 3/16HS & 3/16H0 GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 89 7071 67071 CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 13) .706" .050" .865° 0 5/16" GLAZING BEAD MAIL: 6063 -T6 DWG# 7036 .523" .050" I"" .865° 07/16' GLAZIBEAD MAIL: 6063 -T6 DWG# 7042 .040" C 1.000" .423" 1--- 0 CASEMENT SCREEN FRAME MATL: 6063 -T6 DWG# 7006 9" .040" - .172" .870" .870" .050° � �I_ T --_.I .569" O13/16" GLAZING BEAD MAIL: 6063 -T6 DWG# 7047 .125" .062" 1.124 "r- INSTALLATION HOLE COVER MATL: 6063 -T6 DWG# 7007 PRODUCT RENEWED as complying vie tiw Port& Balding Olde 4.•a 7, cTVA,. • iii dp• •• • •••• • • ,093° • •••• ••..• 0 CASEMENT FRA . • • ASSEMBLY TI BB+ • MAIL: 6063 - • • DWG# 7004"•: •: • • • Rwal Sy' vac F.K. 325+03 Rend Bt. F.K. RwW ar. F.K. Derma er tam' F.K. 12117102 OM: 7110/03 RevbWU: Revfaim D Gt°,mer ADD 13/18' LG. GLASS 8 GLAZING 8E4D NO CHANGE THIS SHEET ADD SOUR/. TO ITEM 44, SILICONE AND ADD ITEMS 87, 88 AND 89 am. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34278 P.O. SOX 1329 NOKOM/S, PL 34274 . . PARTS LIST & EXTRUSIONS PGT ALUMINUM CASEMENT WINDOW, IMPACT Visibly Better s"°""0"" �" " cA -740 I NTS 1°"" 12 - 13 I 7045 -8 � �D • • •• • . •••w• • • • • • • • o• ••••• ,Lo • • • am_ . • • • • • • • • Al emer. P. ..... £068201 • • anioal A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM -1 r ASEE Nt'T,;, A ix WOOD BUCK (SEE NOTE 3) 1/4° MAX. SHIM ASEE NOTE 1 SEE NOTE 4 1 1/2" L._ MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 1/4" MAX. SHIM ASEE NOTE 1 1 uirn�';i•iiiiii ntumuuiu. 6111 A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM --1 I- A SEE NOTE 2 A SEE NOTE 4 1 1/4° MIN, OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK A ix WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM-7 ASEE NOT E SEE NOTE 4 1 1/2" MIN. FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 1 1/4" 1 1/4" MIN. MIN. OPERABLE UNIT FRAME FIXED UNIT FRAME TO CONCRETE TO CONCRETE NOTES: A • • • 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4° ELCO TAPCONS OR 1/4° SS • • 4 • CRETE -FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 21/2 ". SEE SHEET 1 FOR SPACING., .. • • 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4" ELCO TAPCONS OR 1/4" ELCO SS4 CRETE -FLEX. 1 r A SEE NOTE 4 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. •••i•• SEE SHEET 1 FOR SPACING. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOad• •• BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR • • • • GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY AUTHORITY...,. HAVING JURISDICTION. • • ••. • 4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MIAMI -DADE COUNTY. Renal 97 FX. 7 Renal F.K. Resai Oman F.K. Data 3/25/03 Wx 7/10/03 8 Reek we• C NO CHANGE THIS SHEET NO CHANGE THIS SHEET 0 REVISE NOTES AND REMOVE 3/18' TAPCONS & 514 SCREWS F.K. Br mm 11/17102 dumb 1Br Beb 1070 TECHNOLOGY FL Pc T NOKOMIS. O 4 94275 75 P.O. BOX 1529 NOKOMIS. FL 34274 Visibly Better ••••s. • • ••• • ANCHORAGE DETAILS • ' • ••••• ALUMINUM CASEMENT WINDOW, IImPAc • T • •I•qg . Turner, 7045 -NTS 3 13 gee. •Me"ha1 • • • • • • CA -740 MIAMI COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA} PGT Industries, Inc. 1070 Technology Drive Nokomis, FL 34275 SCOPE: • • •.• • ••••• • • • •• • •• • ••• • • • • ••• • • • • • • ••• • • -• • • • • • • • • • • • • • • • •••. • • • • • • • • • • • •MIAA- DAtiE COIN fY,1 IARIDA METRO l3Ab1 !FLAGEER ;NAMING 140 WEST FLAGLER STREET, SUITE 1603 • • • • • • *UAW, FI. UD 3 3130 -1563 •.: 3' i- oZ •AX1105) 3n -6339 ••• • t ni i*ti4 ov/bwldinecode 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 "HR -710" Aluminum Horizontal Roller Window — L.M.I. APPROVAL DOCUMENT: Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "C" dated 04/15/2007, prepared by PGT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 06- 0405.06 and consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 07- 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 Page 1 PGT Industries, Inc. • • ••• •. ••.•• • • • • • •• •.• • • • • • • • • ••• • • • • • •••••• . • • • • NOTICE OF ACCEPTANCE: E1W CI ST.JBN 11 ): '.' . • • • •�• • • • ••• ••• • • • • • A. DRAWINGS •• • • • • 1. Manufacturer's die drawings and sections. • ; PGT Industries, Inc. •. • ••• • • • • ••• • •• • • • •• •`••• • • • • • • • • • • ••• • • • • • • • • SU NOTICE OF ACCEPTANCE: E E qE' 1jT'FF.b : • • • • • -••• C. CALCULATIONS . • • • • • • • .. • 1. Anchor Calculations and structural analysis, complyipgiwtt$Ftlgi0(4, pieipared by PGT Engineering, dated 10/26/06, signed and sealed by'Rgob.ort L° ChtrJc. Peg Complies with ASTM E1300 -98 and 02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB Interlayer" dated 01/05/2006, expiring on 12/11/2010. 2. Notice of Acceptance No. 03-0421.01 issued to Solutia Inc. for their "Saflex HP a polyvinyl butryal interlayer for lamination of glass" dated 05/22/2003, expiring on 04/14/2008. F. STATEMENTS 1. Statement letter of compliance, and no financial interest, dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. 2. Laboratory compliance letter for Test Report No. FTL- 5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Laboratory compliance letter for Test Reports No.'s FTL- 4858 and FTL- 4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) G. OTHER 1. Notice of Acceptance No. 06- 0405.09, issued to PGT Industries, Inc. for their Series "Alum. Horizontal Roller Window, Impact ", approved on 12/21/2006 and expiring on 12/21/2011. E -2 Manuel Perez, Product Control NOA No 07- 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/16° LAMI CONSISTING OF (2) UTES OF 1/8' ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 5/16° LAMI CONSISTING OF (1) LITE OF 118° ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/16" LAMI CONSISTING OF (2) UTES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER D. 7/16° LAMI CONSISTING OF (2) LITES OF 3116° ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 7/16° LAMI CONSISTING OF (1) LITE OF 3/16' ANNEALED GLASS AND (1) LITE OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER F. 7116° LAMI CONSISTING OF (2) LITES OF 3116° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER G. 13/16° LAMI I0: (1) LITE OF 1/8° OR 3/18° ANNEALED (MIN.) GLASS, 5/18° OR 3i8° AIR SPACE AND 5/16° LAMI CONSISTING OF (2) LITES OF 1/8° ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER H. 13/16" LAMI 10: (1) LITE OF 118° OR 3/16" ANNEALED (MIN.) GLASS, 5/16° OR 3/8° AIR SPACE AND 5716° LAMI CONSISTING OF (1) LITE OF 1/8° ANNEALED GLASS AND (1) LITE OF 1/8° HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. L13/16° LAMI IG: (1) LITE OF 118° OR 3/16° ANNEALED (MIN.) GLASS, 5/16" OR 3/8° AIR SPACE AND 5/16' LAMI CONSISTING OF (2) LITES OF 1/8° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER J. 13/16" LAMI IG (1) LITE OF 1/8° OR 3116" ANNEALED (MIN.) GLASS, 3118° OR 1/4° AIR SPACE AND 7/18° LAMI CONSISTING OF (2) UTES OF 3/16° ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER K 13116° LAMI 10: (1) LITE OF 1/8° OR 3/16° ANNEALED (MIN.) GLASS, 3/16° OR 1/4" AIR SPACE AND 716° LAMI CONSISTING OF (1) LITE OF 3/16° ANNEALED GLASS AND (1) LITE OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER L 13/16" LAMI 10: (1) LITE OF 1/8° OR 3/16° ANNEALED (MIN.) GLASS, 3/16° OR 1/4" AIR SPACE AND 7118° LAMI CONSISTING OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLNKEEPSAFE MAXIMUM PVB INTERLAYER 2. CONFIGURATIONS: O)C, XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TA.3LES ASTM 5 1300-02. 4. ANCHORAGE: THE 33 1/3 % STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7. REFERENCES: TEST REPORTS F11,4858, FTL-4859 AND FTL -5330. ELCO TEXTRON NOA: 04-0721.01, 03-0225.05 ANSU CONSTRUCTION NDS -2005 FOR WOOD CONSTRUCTN • • • • • ADM -2005 ALUMINUM DESIGN MANUAL • • • ®8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, C4IpiEf∎'XIM cl(JQj41{II NG THE HIGH V ITY HURRICANE ZONE (HVHZ). idb.' i:` • • • • • • • • •••• FK FJC Rasa I* F.K. Damn Dr FK. LW: 4/15107 Da. 10/17/08 am 5113/08 Data 2/18/08 C ADD FTL -5330 TO NOTES 78 CHO. NOTE8 TO CURRENT EDIT. CHANGE TO ASTM E 130002 A ADD AIR SPACE DIM. NOTE 1, TECH. REF. NOTE 7 8 NOTE 8. Carew 58r D°lla J.J. 323108 070 TECHNOLOGY 00E PST NOKOMIS, FO 34270 P.O. 99X 1529 NOK0818, FL 34274 Viaibl, Better GENERAL Nerl Es-''" •••• ALUM. HORIZONTAL ROLLER WINDS(/, 1RA%ACT Saarad kt Soda Shwa • ••••• rm°: HR710 NTS 1 m 11 4117 - -10 • • C • • • • • • •• • NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS UST 6 EXTRUSIONS 7 CORNER DETAIL 5 ANCHORAGE 8-11 PRODUCT REVISED as complying with tha Florida Evild:ag Cods Accap earn No 0 Expiration Dace BY Dl •••••• •• • • • • •••• • • •• • • • ••• • •••••• • • ••••• • • L Clark,P.f•••••• PE 038712 • Structural • •••• • • • •••••• •••• • • •• • •••••• • • • • • 1/2' NOM. GLASS BITE 1/2° NOM. GLASS BITE 1/8° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8° ANNEALED OR HEAT STRENGTHENED GLASS 5/18' NOM. 5/16" LAMINATED GLASS LI] 111 0 1/8' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1I8° ANNEALED OR HEAT STRENGTHENED GLASS 5/16' LAMINATED 5116° OR 3/8° AIR SPACE 1/8° OR 3/18° ANNEALED (MIN.) GLASS 13116° NOM. 1/2° NOM. GLASS BITE 66,67,68,69,70,71 \I 3/16° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16° ANNEALED OR HEAT STRENGTHENED GLASS 7/18' LAMINATED 7/16" LAMINATED GLASS aEXTERIOR INTERIOR E> (ALL SECTIONS) 1/2° NOM. GLASS BITE 13/16" LAMI IG GLASS WI 5/16" LAMI 3/16° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16° ANNEALED OR HEAT STRENGTHENED GLASS 7/18° LAMINATED 3/16° OR 1/4° AIR SPACE 1/8' x3/16° ANNEALED (MIN.) GLASS 13/16' NOM. 13/16" LAMI IG GLASS W/ 7/16" LAMI awakes 4/15/07 NO CHANGE THIS SHEET lbm: 10/17/08 cam: 5/13/06 oma RMaga° B A ammo* J.J. NO CHANGE THIS SHEET ADD AIR SPACE DIM. 'MIAMI 10 DETAILS 3123/06 1 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34278 P.O. 59X 16O NOKOMIS. FL 34274 PGT Visibly Bearer GLAZING DETAILS ALUM. HORIZONTAL ROLLER WINDOW, nt 1A4CT • • •••• • •••••• • 000000 ••s• • • •••• s""rrxx 107710 Sasla Full 2 m 11 aamay - • 4127 -1• • • 0 • 166 M•• • •• • • • • • • • • • •• • PRODUCT REVISED as compiling with 6m Florida Building Coda Acceptecor No - .b Expiration Cato '110 :�M7ma • ••. • • •••• •• • • . • •• •' • • •••• • •• • •••• • q�-- ••••t • Roftt L. Clerk, P.E. • ••••En038712 ••••• Structural • • • • •••• •••• •• • • • • • • •• • • • • • • • • • • • •••••• • • •••••• TABLE 1. XOX (114,112,114) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 36" 38 3/8" 48" 50 5/8" 54" 66" 63" 84" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 96" 106 3/8" A,B,G,H A,B,G,H +60.0 +60.0 -60.0 +60.0 -60.0 -60.0 +60.0 -60.0 +60.0 +60.0 -60.0 -60.0 +60.0 +60.0 -60.0 -60.0 +60.0 +60.0 -60.0 -60.0 +60.0 +60.0 -60.0 -60.0 +58.8 +55.2 -58.8 +56.2 -56.2 -55.2 +52.3 -52.3 108" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +54.6 -54.6 +51.7 -51.7 111" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.5 UP TO 111" C,I -59.5 +53.6 -53.6 +50.9 -50.9 +60.0 -60.0 UP TO 111" D,E,F, J,K,L +75.0 -75.0 TABLE 2. XOX (113,113,113) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WIDTH TYPE WINDOW HEIGHT ALL HEIGHTS UP TO 63" TO867 /16" A,B,C, G,H,I +60.0 -60.0 TO867/16" D,E,F, J,K,L +75.0 -75.0 OX AN TABLE 3. LANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE 26" 36" 38 3/8" 60" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 WINDOW HEI G1 18" 50 5/8" -75.0 +7 . 54" 60" 63" -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 A,B,G,H +75.0 2"" A,B,G,H +75.0 74" A,B,G,H -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75 0 +75.0 -75.0 +74.2 -74.2 +70.2 -70.2 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +69.6 -69.6 +65.2 -65.2 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 =75 0 +75.0 -75.0 +68.1 -68.1 +63.8 -63.8 UP TO 74" C,D E,F, 1J,K, L +75.0 -75.0 GLASS TYPES: TEST REPORT FTL -4858 (XO)q, FTL -4859 (OX8, XO) AND FTL -5330 A. 5/16" LAMI - (1/8" A, .090,1/8" A) B. 5/16" LAMI - (1 /8" A, .090,1/8" HS) C. 5/16" LAMI - (1/8" HS, .090,1/8" HS) D. 7/16" LAMI - (3/16" A, .090, 3/16" A) E. 7/16" LAMI - (3/16" A, .090, 3/16" HS) F. 7/16" LAMI - (3/16" HS, .090, 3/16" HS) (G. 13/16" LAMI IG -1/8" OR 3/16"A, T6"- 0AM11G -118" OR 3/16"A, 1 13/16" LAMI 16-1/8" OR 3/16"A, J. 13/16" LAMI IG -1/8" OR 3/16 "A, K. 13/16" LAMI 16-1/8" OR 3/16 "A, L. 13/16" LAMI IG -1/8" OR 3/16"A, Arad Dater F FK 4/15707 C ADD INTEGRAL PIN OPTION& UPDATEASTME 1300-02DPs we"eer F.K Parader F.K vatz 10117/05 5713/06 Rewb"c S a A REVISE DP TABLES TO ASTM E 130042 ADD AIRSPACE DIMENSION GLASS TYPES G THRU L u""er ra.masr, D� I F.K 228/08 J.J. 3/23/ amir- 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"A, .090,1/8 "A) 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8 "A, .090,1!8 "HS) • 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1 /8 "HS, .090,1/8"HS) • • • • • • 3/16" OR 1/4" SPACE, 7/16" LAMI - (3 /16"A, .090, 3/16 "A) • •••••• 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"A, .090, 3/16 "HS) • 000 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "HS, .090, 3 /16"HS) - • 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1528 NOKOMIS, FL 34274 PST Visibly Better • • DESIGN PRESSURES ...• ri:a .;cr: Ev1SED co- :lyk a with she Florida RLtkt,og Code Acceptance a Date l&,1 t • f ALUM. HORIZONTAL ROLLER WINDOW ,/MPACT X710 NTS 3 m 11 412710••• C • • •••• •• • • • • o••••• OOOOO • • • • • • • • • • •• • • • • •••••• ••••• • ! Rout L. Clark, P.F• • • •••••IFN78712 •••• • Structural • •••• • • •••• • • • • • • • • • • •••••• • • •••••• • • 27 3/8° MAX DLO 545/18° MAX DLO FDOED VENT B 110° MAX. WIDTH I.F. FRAME 111° MAX WIDTH FLANGE FRAME DETAIL B -.XOX (1/4- 1/2 -1/4) 33 9/16° MAX DLOLOFDCED C+ 33 X16° MAX —1 DLO VENT 27 3/8° 27 3/8° MAX. DLO MAX. DLO VENT FIXED i A D D B B A 57 3/8° MAX DLO ALL FIXED LITES 0 56° MAX DLO ALL VENTS 82 MAX I.F. FRAME ALL CONFIG. 0 CMS 633° MAX FLANGE FRAME ALL CONFIG. c I 73° MAX WIDTH I.F. FRAME —►1 74° MAX WIDTH FLANGE FRAME • DETAIL A - OX 0 X 85 7118° MAX. WIDTH I.F. FRAME-- - ---▪ -88 7118° MAX WIDTH FLANGE FRAME DETAIL C - XOX (1/3- 1/3 -1/3) NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET AT HEAD AND SILL FLANGE FRAME • • • VIEW D-D © • • • (FRAME CORNER CONSTRUCTIa&} • • •••••• - D: R * REVISED Cc No 0 •mioo Date ReNsil max FIG 4/15/07 R°.wer mar FIG 10/17/06 Reader MEW FIG 5/13105 6Y+ m= F.K 228106 C ADN87RANINF MASMNONSAND CORNER RaYber 6 NO CHANGE THIS SHEET ROWSIOVIC A NO CHANGE THIS SHEET emender mar J.J. 323/08 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1525 NOKOMIS, F134274 -P�GT vurbly Better ELEVATIONS • • • ALUM. HORIZONTAL ROLLER WINDOW,•1MR.4CT e wnbas aorc atiwe *a dv. • . •Rar. HR710 NTS 4 a 11 41!10 • • C • • • • • • • • • • •• • • • •• • • •••• ••• •• • i / /// • • •• • • • • • • • ••••• • L. CIOtk. P.E. • • • #39712 ••••• • •••.•• • • • •••• • • •••• • •••••• • • •• • •••••• • • • • • INTERIOR MAX. HEIGHT FLANGE FRAME EXTERIOR INTERIOR 1-�— MAX. FIXED DLO — 1 MAX. WIDTH (FLANGE FRAME)) SECTION B-B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE MAX FIXED DLO --•-1 MAX VENT DLO MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A-A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIIy,FRAME) EXTERIOR INTERIOR SECTION C-C 6 (VERTICAL SECTION, FLANGE FRAME) tom•. F.K caw 4/16/07 0 PRODUCT ARMED as complying with the Florida Ec�,'_i: ,'. Codo Acc., sce No Dec SILL HEAD •••••• • (VERTICAL SECTION, I.F. FRAME)) (VERTICAL SECTION, LF. FRAME)g ADD INTEGRAL RNFRAM5 REVS 41, 42 AND 43 AND VIEWS. FJG Rae* F.K mgr F.K 10/17/06 tats 5/13/06 ttaeaamm nap Rem A cosawer. J.J. NO CHANGE THIS SHEET NO CHANGE THIS SHEET Oafs 3723/08 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34278 NOKOMIS 7734274 -I r_ Visibly Better SECTIONS • e •••• • 1 ALUM. HORIZONTAL ROLLER WINDCM jlV1 T Samvmt HR710 Half sawt 5 11 X19 • • • 4127 -10 • • • • te 1 #7 • • Roblt L. Clerk, P. • •• •• '#39712 �•••• • Structure ••••• • ••• 00000 • • • • e • •• • • •••• • • •••• • • • • • • • • • • • •• • • •••••• • • 00000 • • ITEM DWG# REV DESCRIPTION MATL PGT# ITEM DWG# REVI DIISCRIFFION 1 MAIL 1 PGT# - 1 4102 A FLANGE FRAME HEAD 6063 -T6 AL 61 2237 66 CLASS, 13/16" LAMI IG1 /8 "A,3/8" AIR SPACE, 5/16" LAMI (I /8"A, .090PVB, I/8 "A) 13/16" LAMI IG1 /8 "A, 3/8" AIR SPACE, 5/16" LAMI (1/8 "A, .090 PVB, I /8"HS) 2 4025 SASH STOP (STD.) (ANTI LIFT CLIP) 6063 -T5 AL 612244 67 3 88 X 3/4 PH. PAN HEAD 7834AA 68 " 13/16" LAMI IG1/8 "A, 3/8" AIR SPACE, 5/16" LAMI (1 /8 "HS, .090 PVB, 1/8"HS) 4 4053 SASH STOP COVER (SASH STOP) 6063-T5 AL 69 " 13/16" LAMI IG3 /16"A, 5/16" AIR SPACE, 5/16" IAMI (1 /8"A, .090 PVB, 1/8"A) 6 4136 FLANGEFRAME SILL 6063 -T6 AL 64136 70 13/16" LAMI IG3 /16"A, 5/16" AIR SPACE, 5/16" LAMI (I /8"A, .090 PVB, 1/8"HS) 7 4137 SILL ADAPTOR 6063 -T6 AL 64137 71 13/16" LAMI IG3 /16 "A, 5/16" AIR SPACE, 5/16" LAMI L /8 "HS, .090 PVB, U8 "HS) 8 4131 ROLLER TRACK 6063 -T6 AL 64131 72 " 13 /16" LAMI IG1 /8 "A,1 /4" AIR SPACE, 7/16" LAMI (3/16"A, .090 PVB, 3/16"A) 10 71298 WEEP HOLE COVER POLYPROP. 71298 73 " 13/16" LAME IG1 /8 "A,1 /4" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "HS) 12 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 74 " 13/16" LAMI IG1./8 "A,1 /4" AIR SPACE, W16" LAMI (3 /16"HS, .090 PVB, 3/16 "HS) 13 4002 A FLANGE FRAME JAMB 6063 -T6 AL 612225 75 " 13/16" LAMI IG3/16 "A, 3/16" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16"A) 14 4134 GASKET FOR MAIN FRAME SILL JOINT 74I34W/K 76 13/16" IAMI IG3 /16 "A, 3/16" AIR SPACE, 7/16" IAMI (3/16 "A, .090 PVB, 3 /16 "HS) 15 1155 #8 X 1.000 QUAD PN. SMS 781PQA 77 13/16" LAMI IG3/16"A, 3/16" AIR SPACE, 7/16" LAMI (3/16"HS, .090 PVB, 3/l6 "HS) 16 4110 G SCREEN ADAPTOR 6063 -T5 AL 64110G 90 1014 SCREEN FRAME (HOR & VER.) 3105 -H14 AL 17 4054 B FIXED MEEIINGRAIL 606311D -T6 AL 64054A 91 1630 SCREEN CORNERKEYW/RINGS POLYPROP. 4066 WSTP,.187 X.230, FIN SEAL 640660 92 1631 SCREEN CORNER KEY W /OUTRINCIS POLYPROP. 19 21 4105 SASH TOP & BOTTOM RAIL 6063 -T5 AL 612240 93 1073 SCREEN SPRING ST.ST. 1683 WSTP,250 X.270 BACK, FIN SEAL 61683G 94 1624 SCREEN SPLINE -.135 DIA. FOAM EM PVC 22 225-1 ROLLER HOUSING& GUIDE 421121113 95 1635 SCREEN SPLINE- .135 DIA. HARD EM PVC 23 226 BRASS ROLLER WHEELS BRASS 7BRWHI2 96 SCREEN CLOTH 24 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N 29 32 4006 1235 D SASHMEETINGRAIL WSTP,.170 X.270 BACK, FIN SEAL 6063HS -T6 AL 64006 678160 2' 2.710 33 35 1096 SWEEP LATCH DIE-CAST 71096 36 1016 #8 X .625 PH. FL. SMS 7858 37 4126 SASH SIDERAIL 6063 -T5 AL 64126 38 1683 WSTP 0 X 270 BACK, FIN SEAL 616830 7070 BULB WEATHERSTRIP .187X.275 67070K j 39 40 RAIL COVER CAP 74078"C" L OR J 41 4139 .LIFT LE. FRAME HEAD 6063 -T6 AL 64139 6 0 41 I•F.FRAMEHEAD 42 4140 4141 LF. FRAME SUJ, I.F. FRAME JAMB 6063 T6 AL 6063-T6 AL 64140 64141 PRODUCT REVISED as m 21723wilu the Florida Building Code A2cep22200 No 0 -O :.,_ r>xp+rau"aDm - alE:- © #4138, 8083 78 1. 43 ® jj I 50 GLAZING SILICONE, DOW 899,995 OR EQUIVALENT 51 1224 VINYLGIAZINGBEAD BULB (THICK) 6TP247W,K I 52 1225 VINYLGLAZINGBEAD BULB (THIN) 61P248K 2.784 53 4039 B (LAZ1NGBEAD- 5/16" 6063 -T5 AL 6403913 54 4044 B CLAZINGBEAD -5/16" W /ORE LKTT 6063 -T5 AL 644703 .062 4222 A Gi<AZINGBEA.D -7/16" 6063 -T5 AL 64222 3.162 Br /Ll . r, ' i • • • • 55 56 985 C GiLAZINGBEAD -7/16" W /GRILL KIT 6063 -T5 AL 6985 1' • 59 4067 GLAZINGBEAD - 13/16" 6063 -T5 AL 64067 60 GLASS, 5/16" LAMI (U8" A, PVB, 1/8" A) I.F. FRAME JAMB .090 5/16" LAMI (1 /8" A,.090 PVB, 1/8" HS) q 3 0 #4141,8083 TB • • • • • • • •••• • ••••• • • • • • •• • ••••i4 • � • •••••• • • • • • �y- ° v/ ••••• • , P, • • • • • • • •Po 038712 • •. • • • • SWdurel •••••• 61 62 " 5 /I6" LAMI (U8" 11S, .090 PVB, 1/8" HS) 63 7/16" LAMI (3/16" A, PVB, 3/16" A) " .090 7 /16 "IAMI 3/16" A,.090PVB, 3/16" HS) 2 710 • • • I.F. FRAME 9110.:45 . l 64 L 65 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) q2 A #4140.8083 -T6 Dowd* 4t 16/07 C ADO news 41, 42843 P T — -�— • • • A • • PARTS LIST •••• ALUM. HORIZONTAL ROLLER WINDCM,sAIPA!CT a waar. F.K. 10/17/06 rr ",a,a B NO CHANGE THIS SHEET 1070,88rir,Owor DRIVE 0000MJ•. PL 34278 P.O. BOX 1828 0000108, FL 34274 Blau* FJC a ADD ITEMS 7HR!/T7. 5/13/08 a� 2118/06 A cedar J.J. SPACE 3 3/23/06 DIMENSIONS 1 ytstb& Batter _ � , HR710 8 NTS .,", 6 .4 11 p�„z ",,. • • • • 4127 -10 1 C °�" a' FK • • • • • • • • • • • •• • • • • •••• •• • • • • • • • •••••• •••••. • • O FLANGE FRAME HEAD #4102A, 6063-T6 I .490 J1 11 1+1.451-► O SASH STOP #4025, 6063-T5 21 SASH TOP & BOTTOM RAIL #4133, 6063 -T5 .678 1.098 -1 —►I J O GLAZING BEAD, 5/16" #4044B, 6063 -T5 (USED W/ GRILL KIT) 1.1 22 O FLANGE FRAME SILL #4136, 6063-T6 O HORIZ. ROLLER TRACK #4131, 6063 -T6 2 �{ 1.081 32 SASH MTG. RAIL #40060,6063HS -T6 050 55 GLAZING BEAD 7/16" #4222A, 6063-T5 62 O FRAME SILL ADAPTER #4137. 6063-T6 1.18 f�- 1.403 -►I 17 FIXED MEETING RAIL #4054B,8083HD -T8 F+1291. 37 SASH SIDE RAIL #4126, 6083-T5 .050 1.115 -i " i O GLAZING BEAD, 7/16" #985C, 6063-T5 (USED W/ GRILL KIT) �! 1 Its .678 Read ar De. Ratskos FK 4/15/07 C NO 0144NGEE THIS SHEET Road E• Aqter FK 10/17/08 Reeder FJC 5/13108 Rerbtas B Amide= A NO CHANGE THIS SHEET NO CHANGE THIS SHEET Wmn By+ •Dx Check dap. FJC 228/06 J.J. Darnave 1070 TECHNOLOGY DRIVE NOKOWS, FL 34275 P.0 0•X 1520 NOKOId18, FL 34274 PG" visibly Getter Deszeder EXTRUSIONS 1+-1.513--.-1 I .040 Imo- 1.443 -r .738 1 O SASH STOP COVER #4053, 6083-T5 I 1.383 13 FLANGE FRAME JAMB #4002A,6063 -T6 .878 1.096_1 ---I 53 GLAZING BEAD, 5/16" #40398,6063 -T5 4 1 1.097 59 GLAZING BEA$, 13/16" #4067, 6053•x• • 1•i •••••• • • Tar ••• • • ALUM. HORIZONTAL ROLLER WINDOW 4T SeesAlose HR710 Half 7 m 11 naorko 41f!10 •• C PRODUCT REVISED as complying with the Flo*id" Building Coda Acceptance No -O Expn nion Dam • • • • • • • • • • •• • •• „� •••• • •• ••••• • •• • • • • • RoW L. 0aik, P.E • ••• • 2 ••••• • SWdOral • • • • •••• • • •••• • • • • • • • • • 000000 • • •••••• • • ANCHOR QUANTITIES, XOX (114-112-114) WINDOWS TABLE 4 NOTES: 1. ANCHOR TYPES: 1 -1/4° ELCO TAPCONS 2 - 1/4° ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) ' ANCHOR TYPE & SUBSTRATE GLASS TYPES A,B,C,G,H,I GLASS TYPES D,E,F,J,I L 2,3, WOOD Z CONC 1, CONC Z3, WOOD Z CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W • H HEAD & SILL v1 m HEAD & SILL 01 m HEAD & SILL to y g HEAD & SILL g ' HEAD & SILL 1n g HEAD & SILL a, ,0 2. GLASS TYPES: m A. 5/16' LAMI - (1/8° A,.09O,1/8' A) B.5/16' LAMI - (1!8°A.090,1/8'HS) 53.125x 38.375 48000 60.625 54.000 80.000 63.000 1 +C2 +1 +C2 +1 2 1 +C2 +1+02 +1 2 1 +C2 +1+C2 +1 2 1 +C2 +1+C2 +1 2 1 +C2 +1 +C2+1 2 1 +C2 +1 +C2 +1 2 D.7/16"LAMI- (3/16'A,.90,3/ 8 A) D. 7118" LAMI - (3116° A,A80, 3/18' A) 1 +C2 +1 +C2+1 3 1 +C2+1 +C2+1 3 1 +C2+1 +C2+1 3 1 +C2+1 +C2 +1 3 1 +C2+1 +C2+1 3 1 +C2+1 +C2 +1 3 E. 7/18' LAMI - (3/18' A,.090. 3/16' HS) 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2+1 3 1+C2 1+C2+1 3 1 +C2+1 +C2 +1 F. 3 G. 13/16 LAMI IIG- /8' OR 3/16° A, 5/1 G. 13/16' LAMI IG -118° OR 3/18° A, 5/16' OR 3/8' SPACE, 5/16' LAMI - (118' A,.090, 1/8' A) 1 +C2 +1 +C2+1 3 1 +C2+1 +C2+1 3 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +62 +1 +C2 +1 3 1+C2 +1 +C2+1 3 H. 13/16' LAMI 10 - 1/8' OR 3/16' A, 5116° OR 3/8° SPACE, 5/16° LAMI - (118° A,.090, 1/8° HS) 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02+1 3 1 +(x+1 +02+1 3 1+02+1 +C2 +1 3 1 +C2 +1 +(+1 3 1 +C2 +1 +C2 +1 3 I. 13/16' LAMI 10 - 1/8° OR 3/16' A, 5/16•° OR 318' SPACE, 5/18" LAMI - (1/8' HS,.090, 1/8" HS) J.13/18" LAMI IG -1/8° OR 3/16' A, 3/16° OR 1/4' SPACE, 7/16° LAMI - (3118' A,.090, 3/18' A) 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2+1 +C2 +1 3 1+02+1 +C2 +1 3 1 +C3+1 +C3+1 3 K. 13/18° LAMI 10 -1/8° OR 3/18' A, 3/16' OR 1 /4" SPACE, 7/16° LAMI - (3116' A,.080, 3/16° HS) 80.000 x 38.375 48.(100 50.825 54000 80.000 83.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2+1 2 1 +C2 +1 +C2+1 2 1 +C2+1 +C2 +1 2 1 +02+1 +C2 +1 2 1 +C2 +2+C2+1 2 L 13/16° LAMI 10 -118° OR 3116° A 3118° OR 1/4° SPACE, 7/16' LAMI - (3118° HS,.090, 3/18' HS) 1 +C2+1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +(2+1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +02+1 +C2 +1 3 1+02 +2 +02 +1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 1 +C2 +1+C2+1 3 1 +02+1 +02 +1 3 1 +02+1 +02+1 3 1 +02 +1 +02+1 3 1 +02 +1 +02+1 3 1 +C2 +2+02+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 1 +C2+1 +C2 +1 3 1+C2 +1 +02+1 3 1 +C2 +1 +02+1 3 1 +02+1 +C2+1 3 1 +02 +1 +C2 +1 3 1+C2 +2+02+1 3 HEAD & SILL 10 1/2' MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 1 +02+1 +02+1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +02+1 3 1 +02+1 +02+1 3 1+C2 +1 +02+1 3 1+C3+2 +C3+1 3 25 4� '�O CORNERS. JAMBS: 9° MAX. FROM CORNERS AND 22 1 /2" MAX O.C. 1 +02+1 +02+1 3 1 +(2+1+02+1 3 1 +02+1 +02+1 3 1 +C2+1 +C2 +1 3 1 +02+1 +02+1 3 1 +C3+2+C3+1 3 TABLE KEY: 74.000x 38.375 48.000 60.825 54.000 80.000 63.000 1 +02+2+02 +1 1 +02+2 +02+1 2 1+(x+1 +01+1 3 1 +02 +1 +(x+1 2 1 +02+2+02+1 3 1 +02 +2+(2+1 2 1 +C2+2 +C2+1 2 3 1+C2+2+C2+1 3 1 +C2 +2+02+1 1 +C2 +2 +01 +1 2 1 +C2 +2 +C2 +1 3 1 +C2 +2+(2+1 2 X O X 3 )1 +C3 +4 +03+1 j 3 .-- ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITY. 1 +02+2+02+1 3 1 +02 +1 +02 +1 3 1 +02 +2+02 +1 3 1 +(2+2 +02+1 3 1 +C2 +2+02+1 3 1+(2+2+C2+1 3 1 +(2+2+02+1 3 1 +02 +1+02+1 3 1+C2+2+C2+1 3 1 +(2+2+(2+1 3 1+02 +2 +02 +1 3 1+03+2 +03+1 3 A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) 1+C2+2+02 +1 3 1 +02 +1+02+1 3 1+C2+2+C2+1 3 1 +02 +2 +02 +1 3 1 +(2 +2+02+1 3 1 +C3+2+C3+1 3 ANCHOR AT EACH OPERABLE VENT 1 +02 +2+C2 +1 3 1 +(2+1 +02+1 3 1 +03+2 +03+1 3 1 +C3 +2 +C3+1 3 1+C2+2+C2+1 3 1 +(3+2+(2+1 3 PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL 84.000x 38.375 48.000 54825 54.000 80.000 83.000 1+(2+2+02 +1 2 1 +(2+2+(2+1 2 1+62 +2+02+1 2 1 +02+2 +62 +1 2 1+02+2+C2+1 2 1 +0 2 +3+(x+1 2 1 +(2+2+C2 +1 3 1+C2+2+C2+1 3 1 +02 +2 +62 +1 3 1+C2+2+C2+1 3 1 +02 +2+(2+1 3 1 +63+3+(3+1 3 (3' MIN. O.C. ANCHOR SPACING) 1 +C2 +2 +62 +1 3 1+62+2+62+1 3 1 +02 +2 +62 +1 3 1 +02+2+02+1 3 1 +(2+2 +(2+1 3 1 +63+3+03+1 3 1 +02 +2 +62+1 3 1 +02+2 +C2 +1 3 1 +02 +2+62 +1 3 1 +02 +2+C2 +1 3 1 +62 +2 +62 +1 3 1+04 +3+04+1 3 F 1 25 3/4° max. - ..1}., -3' MIN. 11 1 +02 +2 +62+1 3 1 +C2 +2 +02+1 3 1 +C3+2 +C3+1 3 1 +C3+2 +C3+1 3 1 +C2 +2+62+1 3 1 +C4+3 +04+1 3 �I PLCODUCrrg with E 4 r:." ti C tha Flod� Acc,.,ta. ^.w No 0..! % - _ .Oq 1 y X 1 1 1 1 11 O ',-,, 1 X / 1 +C2 +2 +02 +1 3 1 +C2 +2 +C2 +1 3 1 +03+2 +03+1 3 1 +03+2 +03+1'3 1+02 +2 +(2+1 3 1 +64+3+64+1 3 9' REF. 108375 x 38.375 48.000 50.625 54.0 00 60.000 83.000 1 +02+2+02 +1 2 1 +C2 +2 +02+1 2 1 +(2 +3 +02 +1 2 1 +02 +3+(2+1 2 1 +C2 +3+(2+1 2 1 +C2+4 +(2 +1 2 TYPr 1 +C2 +3+C2+1 3 1 +02+2 +02+1 3 1 +C3+3+C3+1 3 1 +(3+3+03+1 3 1 +02+3+(2+1 3 1 +63+4+0x+1 3 MTG. RAIL, W/ QTY. OF (3) ANCHORS 1+(2+3+02 +1 3 1 +02+2+02 +1 3 1 +03+3+03+1 3 1 +C3 +3+03+1 3 1 +03+3+03+1 3 1 +03 +4 +03+1 3 EXAMPLE CLUSTER 1 +03+3+03+1 3 1 +C2+2 +C2+1 3 1 +(3+3+63+1 3 1 +63+3+03+1 3 1 ++3+(3+1 63 3 1+C4+4 +C4 +1 3 (SHOWN IN TABLE KEY ABOVE) MAX- '101 Data quilt -/ a • •••• 1 +03+3+(3+1 3 1 +62+2+(2+1 3 1 +04+3+00+1 3 1 +04 +3+04+1 4 1 +C3+3+63+1 3 1 +04 +4+04+1 3` 1+03+3+C3+163 1 +03+3+0x+1 3 1 +C2 +2+62+1 3 1+04+3+04 +1 3 1 +04 +3+64 +1 4 1 +64+3+04+1 3 1+05+4+05+1 3 ' 25 314' 111.000x 38.376 48.000 50.825 64.000 80.000 83.000 1+(2+3+02 +1 2 1 +02+2+C2+1 2 1 +02 +3+02+1 2 1 +62 +3+62 +1 3 1 +62+3+02+1 2 1 +02+4+02+1 2 =4:-.1-+-1 1� N. • • h 3'MIN. • • • 1 +62 +3+02+1 3 1+C2+2+C2+1 3 1+63+3+63+1 1 +03+3+0#1 3 1 +62 +3+(2+1 3 1 +03+4+63+1 3 9° REF. 1111 1 1 1 t 1111 1•• • •• •. ••• • • • • • • • • •• • • • • " • • • • •, //•" • • ••••* 1)//f7 • . • 1 • • • • • • • • • • Robert L, Clark P.E. • • • • • PE •38712 • • *truant] • 1+62+3+02 +1 3 1 +62+2+02+1 3 1 +63+3+63+1 3 1 +C3 +3+03+1 3 1+C3+3+(3+1 3 1 +(3+4+(3+1 3 �,` X 0 1 . •• 1 +(x+3+0+1 3 1+02+2+02 +1 3 1 +63+3+63+1 3 1 +63+3+(3+1 3 1+63 +3 +63+1 3 1 +61+4+04 +1 3 -� -= 1 +63+3+0 +1 3 1 +02+2+02 +1 3 1 +04 +3+04 +1 3 1+04+3+04+1 4 1 +0+3+0+1 3 1 +04 +4 +04+1 3 MTG. RAIL, TYP.- •••• 1 +03+3+0+1 3 1 +(2+2 +02+1 3 1 +04+3+64 +1 3 1 +04+3+04+1 4 1 +04 +3+04+1 3 1 +(5+4+05+1 4 EXAMPLE CLUSTER WI QTY. OF (4) A1V•C11OR6 F.K 4/15/07 D°"c UPDATE TABLE 4, SELECT VALUES DUE TOAN[:H07R CAP. ADJ 167OTEdrs.LFc YOPoVE NoXOa119, 834278 P.O. BOX 1529 NON0I419, FL 34274 ANCHORAGE SPACING, XOX 1/4 -1121/ •• r r ALUM. HORIZONTAL ROLLER WINDOW, IAAIFAACT R.,d t 17/09 tmrmmw REl?SEANCHORAGE FORMAT, HEAD SILL CLUSTERS Road Fl( K 5/13/06 Dar 22866 rr A J.J. ADD SPACE DIMENSIONS GLASS TYPES G THRU L 321JDS I I Visibly � � e�tamaam: t1R710 a� NTS &at 8 d 11 oars • • • • • 412-90 • C • • • 0 • •• • •••• • • •••• •• • • • • • •••••• • • •••••• • • ANCHOR QUANTITIES, XOX (1/3- 113 -1/3) WINDOWS TABLE 6 N NOTES: ANCHOR TYPE, Z GLASS TYPES A,B,G,H G GLASS TYPES C,D,E,F, , ,J,K, L Z3, WOOD 2 2, CONC 1 1, CONIC 2 2,3, WOOD 2 2, QONC 1 1, CONC 1 ZONES Z ZONES Z ZONES Z ZONES Z ZONES Z ZONES 1 WINDOW SIM H HEAD & SILL g co c co) t to HEAD & SILL ° °� HEAD & SILL t to 2. GLASS TYPES: 48.0034 38.375 1 1 +C2 +1 +C2+1 2 2 1 +02 +1 +02 +1 2 2 1 +02 +1 +02+1 2 2 1 +C2 +1 +C2 +1 2 2 1 +C2 +1 +C2 +1 2 2 1 +02 +1+02 +1 2 2 C.5/18° LAMI - (118° HS,.090, 1/8" HS) 1 +C2 +1 +C2 +1 3 3 1 +02 +1 +02 +1 3 3 1 +02 +1 +02 +1 3 3 1 +C2 +1 +02 +1 3 3 1+C2 +1 +C2 +1 3 3 1+02 +1 +C2 +1 3 3 E.7/1 E. 7/1 W LAMI - (3/16'A,.090,3116'H) 8° LAMI - (3118° A,.090, 3118" HS) 1+C2 +1 +C2+1 3 3 1 +C2 +1+C2 +1 3 3 1 +C2 +1 +C2 +1 3 3 1 +02 +1 +C2 +1 3 3 1 +02+1 +C2 +1 3 3 1+02 +1 +C2 +1 3 3 F. 7 /16° LAMI - (3/16'HS,.090,3/16°HS) 1+C2 +1 +C2 +1 3 3 1 +C2 +1 +C2 +1 3 3 1 +C2+1 +02 +1 3 3 1 +02+1 +C2 +1 3 3 1 +02 +1 +02 +1 3 3 1 +C2 +1 +C2 +1 3 3 G. 13/16° LAMI 10 -1/8° OR 3/16° A, 5/18° OR 3/8' SPACE, 5/16' LAMI - (1/8° A,.090, 1/8' A) 1 +02 +1 +02 +1 3 3 1 +02 +1 +02 +1 3 3 1 +C2 +1 +02+1 3 3 1+02+1 +C2 +1 3 3 1 +02 +1 +02 +1 3 3 1 +C2 +1 +02+1 3 3 H. 13/16° LAMI IG -1/8' OR 3/16° A, 5/16° OR 3/8° SPACE, 5/16° LAMI - We A,.090, 1/8° HS) 1 +CZ +1 +02+1 3 3 1+02+1+02+1 3 3 1+02+1+02+1 3 3 1 +C2 +1 +C2 +1 3 3 1 +C2 +1 +C2 +1 3 3 1+C3+1+03+1 3 3 I 53.1254 38.375 1 1+02 +1 +02 +1 2 2 1 +02+1 +02+1 2 2 1 +02+1 +C2 +1 2 2 1 +02+1 +02+1 2 2 1 +02 +1 +02 +1 2 2 1 +02 +1 +02 +1 2 2 K. 13/18° LAMI IG -118° OR 3/18° A, 3/16' OR 1/4' SPACE, 7/16' LAMI - (3116° A,.090, 3/18' HS) 1+02 +1 +02 +1 3 3 1 +02 +1 +02 +1 3 3 1 +02 +1 +02+1 3 3 1 +02+1+02 +1 3 3 1+02 +1 +02 +1 3 3 1 +C2 +1 +02+1 3 3 L. 13/16" LAMI IG - 1/8° OR 3/16° A, 3/18' OR 1/4° SPACE, 7/16' LAMI - (3/16" HS,.090, 3116° HS) 1+02 +1 +C2 +1 3 3 1 +02 +1+02 +1 3 3 1+C2+1 +02 +1 3 3 1 +02 +1+02 +1 3 3 1 +C2 +1 +C2 +1 3 3 1 +02 +1 +C2 +1 3 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 1 +02 +1 +C2 +1 3 3 1 +02 +1 +02+1 3 3 1 +02+1 +C2 +1 3 3 1 +02 +1+02 +1 3 3 1 +02+1 +02 +1 3 3 1 +02 +1 +02 +1 3 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 1 +02 +1 +02 +1 3 3 1 +02 +1 +02+1 3 3 1 +02 +1 +02+1 3 3 1 +02 +1 +02 +1 3 3 1 +02 +1 +02 +1 3 3 1 +03+1 +03+1 3 3 1+02 +1 +02+1 3 3 1 +02 +1+C2 +1 3 3 1 +02+1 +02+1 3 3 1 +02 +1 +02+1 3 3 1+02+1+02+1 3 3 1 +03+1 +03+1 3 3 HEAD & SILL: 101/2' MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 60.0004 38.375 1 1 +02 +1 +02+1 2 2 1 +02+1+02 +1 2 2 1 +C2 +1 +02+1 2 2 1+02+1 +02 +1 2 2 1 +02+1 +02+1 2 2 1 +02 +1 +02+1 2 2 JAMBS: 9° 314M AX M4MAX, FR OOM M CM CORNERS X. CORNERS AND 22112° MAX. O.C. 1 +02+1 +C2 +1 3 3 1 +02+1 +C2 +1 3 3 1 +02+1 +C2 +1 3 3 1+C2 +1 +C2 +1 3 3 1 +02+1 +02+1 3 3 1 +02 +1 +02 +1 3 3 TABLE KEY: 1 +02+1+02+1 3 31 +02 +1 +02+1 3 3 1 +02 +1 +02+1 3 3 1+02+1 +02+1 3 3 1 +02 +1 +02+1 3 3 1+02 +1 +02+1 3 3 X O X . 1 +C2 +1 +02 +1 3 3 1 +(2+1+02+1 3 3 1 +02+1 +02 +1 3 3 1+02+1 +02 +1 3 3 1+02 +1 +02+1 3 3 1+03+1 +03+1 3 3 11+03+1+03+1! 3 f ^�-- ANCHOR QUANTITY PER JAMB PRODUCT REVISED M 1 +02+1 +02 +1 3 3 1+02 +1 +02 +1 3 3 1 +02 +1 +02 +1 3 3 1 +02 +1 +02+1 3 3 1 +C2 +1 +02+1 3 3 1 +03+1 +03+1 3 3 HEAD AND SILL ANCHOR QUANTITIES 1+02 +1 +C2 +1 3 3 1 +C2 +1 +C2 +1 3 3 1 +02+1 +C2 +1 3 3 1 +03+1 +03+1 3 3 1 +C2 +1+02 +1 3 3 1 +03+1 +03+1 3 3 H 1+02 +1 +02 +1 2 2 1 +02 +1 +02+1 2 2 1 +02 +1 +02+1 2 2 1 +02 +1 +C2 +1 2 2 1 +02+1 +02+1 2 2 1 +02+1 +C2 +1 2 2 O A CLUSTER OF (3) ANCHORS CENTERED 1 +02 +1 +02 +1 3 3 1 +C2 +1 +02+1 3 3 1 +02+1 +02 +1 3 3 1+02 +1 +02 +1 3 3 1 +02+1 +02+1 3 3 1 +C2 +1 +02+1 3 3 A 1+02+1 +02+1 3 3 1 +02+1 +02+1 3 3 1 +02+1 +02 +1 3 3 1 +02 +1 +02+1 3 3 1 +C2 +1 +02+1 3 3 1 +03+1 +03+1 3 3 P 1+02+1 +C2 +1 3 3 1 +02+1 +C2 +1 3 3 1+02 +1 +C2 +1 3 3 1+02+1 +02 +1 3 3 1 +02 +1 +02 +1 3 3 1 +03+1 +03+1 3 3 ( 1 +C2+1 +C2 +1 3 3 1 +C2 +1 +02 +1 3 3 1 +02 +1 +C2 +1 3 3 1 +03+1+03 +1 3 3 1 +C2 +1+02 +1 3 3 1 +03+1+03+1 3 3 ( 1 +02 +1+02 +1 3 3 1 +02 +1 +02 +1 3 3 1 +03+1 +03+1 3 3 1 +C3+1+C3 +1 3 3 1 +02+1 +C2+1 3 3 1 +03+1 +03 +1 3 3 1 +02 +1 +02 +1 2 2 1 +02+1+02 +1 2 2 1 +02+1 +02 +1 2 2 1 +02 +1 +02 +1 2 2 1 +02+1 +02+1 2 2 1 +02 +1 +02+1 2 2 1 1 1 +C2 +1 +02+1 3 3 1 +02+1 +02 +1 3 3 1 +02+1 +02 +1 3 3 1 +02 +1 +C2 +1 3 3 1 +02+1 +02 +1 3 3 1 +03+1 +03+1 3 3 1 1 +02 +1 +02 +1 3 3 1 +02 +1 +02 +1 3 3 1 +02+1 +02 +1 3 3 1+02 +1 +02 +1 3 3 1 +02 +1 +02+1 3 3 1 +03+1 +03+1 3 3 & & 131 1 1 1 1 1 1 +02 +1 +02+1 3 3 1 +02 +1+02 +1 3 3 1 +02+1 +02+1 3 3 1 +C2 +1 +C2 +1 3 3 1 +02 +1+02 +1 3 3 1 +C3 +1 +03+1 3 3 9' REF. X 1 +02 +1 +02+1 3 3 1 +02 +1 +02+1 3 3 1 +03+1 +03+1 3 3 1 +03+1 +03+1 3 3 1+02+1+02+1 3 3 1 +03+1 +03+1 3 3 ��.` 1 +02+1 +C2 +1 3 3 1 +C2 +1 +02+1 3 3 1 +03+1 +03+1 3 3 1 +03+1 +03+1 3 3 1 +C2 +1 +02+1 3 3 1 +03+1 +03+1 3 3 P 1 +02+1 +02 +1 2 2 1 +02 +1 +02 +1 - -2 1 +02+1 +02+1 2 2 1 +02+1 +C2 +1 3 3 1 +02+1 +C2 +1 2 2 1 +02 +1 +02+1 2 MTG. RAIL, T TYP. a 1 +02 +1 +02 +1 3 3 1 +C2 +1 +02 +1 3 3 1 +C2 +1 +02+1 3 3 1 +02 +1+02 +1 3 3 1 +02+1 +02 +1 3 3 1 +03+1 +03+1 3 3 - Acceptance Nca - B 1 +C2 +1 +C2 +1 3 3 1 +02+1 +02 +1 3 3 1 +02 +1 +02 +1 3 3 1 +C2 +1 +C2 +1 3 3 1+02 +1 +02 +1 3 3 1 +03+1 +03+1 3 3 (SHOWN I By 1.1, ,,z 1 +02 +1 +02 +1 3 3 1 +02 +1 +02 +1 3 3 1 +03+1+03+1 3 3 1 +03+1 +03+1 3 3 1 +C2 +1 +02 +1 3 3 1 +03+1 +C3 +1 3 3 1 +02 +1 +02 +1 3 3 1 +02 +1 +02 +1 3 3 1 +03+1 +03+1 3 3 1 +03+1 +03 +1 4 4 1 +03+1 +03+1 3 3 1 +03+1 +03+1 3 3 125 314' MAX. 1+03 +1 +03+1 3 3 1 +C2 +1 +02 +1 3 3 1 +03+1 +03+1 3 3 1 +03+1 +03+1 4 4 1 +03+1 +03 +1 3 3 1+04 +1 +04 +1 4 4 j jl ' 'I 1/2°TYP. • • • 1 +C2 +1+02+1 2 2 1 +02 +1 +02 +1 2 2 1+02 +1 +02 +1 2 2 1 +02+1+02 +1 3 3 1 +02 +1 +C2 +1 2 2 1 +02 +1 +02 +1 2 2 & •••• ••••• 1 +C2 +1 +C2 +1 3 3 1 +02+1 +02 +1 3 3 1 +02+1 +02+1 3 3 1+02 +1+02 +1 3 3 1 +0211 +02+1 3 3 1+03+1 +03+1 3 3 x & 11&& 1 -&1g1 1 1 • •• • • • • • • •• • •••• • • •••• 000000 • • •• • •••••• • • • • • ANCHOR QUANTmES, XO & OX WIND WS TABLE 6 NOTES: ANCHOR TYPE & SUBSTRATE GLASS TYPES A, ,G GLASS 1YPES C,D,E,F,I,J,K, L 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC 1 Al 1- 114" ELCO TAPCONS 2 -114" ELCO SS4 CRETE -FLEX 3 -#12 STEEL SCREWS (05) ZONES ZONES ZONES ZONES ZONES ZONES 2. GLASS TYPES: A. 5116" LAMI - (1/8° A,.090,1/8" A) B. 5/16" LAMI - (1/8" A .o90,1/8° HS) 0.5/16" LAMI - (1/8• HS,.090,1/8" HS) 0.7/16" LAMI - ($/16"A,.090, 3/16° A) E. 7/16" LAMI - (3/16"A,.090, 3/18° HS) F. 3L1 WINDOW SIZ E W V H = co a7 -, N °8 a -� = °5 -, I y _ °8 W dJ _ °8 -a W y = °5 37.000 x 38.375 48.000 50.625 54.000 60.000 63,000 1 +02 +1 2 1 +02 +1 2 1 +02 +1 2 1 +02 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +02+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +CZ +1 3 1 +02 +1 3 1 +02 +1 3 1 +02 +1 3 1 +02 +1 3 1 +02 +1 3 1 +02 +1 3 .13/16° LAMI IG -1/8° oR 3/16° A 5118` OR 3/8 °SPACE 5/16° LAMI - H!8• x.090.1/8" At 1 +02 +1 3 1 +02+1 3 1 +C2 +1 3 1 +02 +1 3 1 +02 +1 3 1 +02 +1 3 rs ors oR� s>rA , 1. 13/16" LAMI IG -118" OR 3116" A 5/16° OR 3/8• SPACE, 5116° LA J - (1/8• HS,.o o,1/8" HS) J• 13116° LAMI IG -1/8" OR 3/16" A 3M6° OR 114° SPACE, 7/16" LAMI - (3116° A .000, 3/16° A) 1<. 13/16" LAMI IG -118° OR 3/16" A, 3/18° OR 1/4" SPACE, 7/16° LAMI - (3/16"A,.090, 3/16" HS) L. 13/16" LAMI IG -1/8" OR 3116" A, 3116" OR 1/4" SPACE 7/16" LAMI - (3/ » HS,.090, 3N6" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD 8 SILL: 1012° MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE.. 18 314" MAX. FROM CORNERS. JAMBS: 9" MAX. FROM CORNERSAND22112• MAX. O.C. TABLE KEY: O 1+02 +1 3 1 +02 +1 3 1 +q +1 3 1 +02 +1 3 1 +C2 +1 3 1 +q +1 3 1 +02 +1 3 1 +02 +1 3 1 +03+1 3 1 +02+1 3 1+02 +1 3 1+C3+1 3 4&000x 36.375 48.000 50.025 54.000 60.000 63.000 1 +C2 +1 2 1 +02+1 2 1+02 +1 2 1 +02 +1 2 1 +02 +1 2 1 +02 +1 2 1 +02 +1 3 1+02 +1 3 1 +02 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +CZ +1 3 1 +q +1 3 1 +02 +1 3 1 +C2 +1 3 1 +q +1 3 1 +C2 +1 3 1 +02 +1 3 1 +05 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +C3+1 3 1+05+1 3 1 +02 +1 3 1 +C3+1 3 1 +03+1 3 1 +C2 +1 3 1 +q +1 3 1 +C3+1 3 1 +02+1 3 1 +03 +1 3 1 +05+1 3 1 +C2+1 3 1 +03+1 3 x 38.375 48.000 50.625 54.000 60.000 83.000 1 +02 +1 2 1 +02+1 2 1 +C2 +1 2 1 +02 +1 •53.125 2 1 +C2 +1 2 1 +C2 +1 2 X 2+03+2 3 ANCHOR QUANTITY PERJAMB 1 +C2 +1 3 1 +C2 +1 3 1 +05+1 3 1 +02+1 3 1 +02 +1 3 1 +p+1 3 HEAD AND SILL ANCHOR QUANTITIES 1 +02 +1 3 1 +C2 +1 3 1 +q +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +05+1 3 1 +C3+1 3 1 +02+1 3 1 +03+1 3 1 +C3 +1 3 1 +02+1 3 1 +05+1 3 A CLUSTER OF ANCHORS CENTER THE ON THE MEETING RAIL PWS(2)ANCHORSATOPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL. (3° MIN. O.C. ANCHOR SPACING) " 1 +031 4 1 +02 +1 3 1 +C3+1 3 1 +q +1 4 1 +C2t9 3 1 +q +1 3 1 +05+1 4 1 +03+1 3 1 +04+9 3 1 +C3+1 4 1 +q +1 3 1 +C4 +1 3 60.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +02 +1 3 1 +02 +1 2 2 +02 +2 2 1 +02 +1 3 1 +02 +1 2 2 +02 +2 2 1 +02 +1 3 1 +C2 +1 3 2 +03+2 3 1 +C2 +1 3 1 +02 +1 3 2 +05+2 3 1 +03+1 3 1 +02 +1 3 2 +03+2 3 1 +05+1 3 1 +02 +t 3 2 +03+2 3 1 +03+1 1 +q +1 4 4 1 +02 +1 1 +C3+1 3 3 2 +05+2 2 +C4 +2 3 4 1 +05+1 1 +q +1 4 4 1 +02 +1 1 +05+1 3 3 2 +03+2 2 +C4 +2 3 4 j 1- I t s MAX. -- ---3" MIN. rxonvcra> vlst D av romp %;i'n3 vrilh tUa Florida B Udiu¢ Ca i Acccp enx No '° z q yea DI • • • • • • 9° REF. O 1 +03+1 4 1 +03+1 3 2 +04 +2 4 1 +q +1 4 1 +05 +1 3 2 +C4 +2 4 X 66.000 x 38.375 46.000 50.625 54.000 60.000 63.000 2 +C2 +2 3 1 +C2 +1 2 2 +02 +2 3 2 +02 +2 3 1 +02 +1 2 2 +CZ +2 3 2 +02 +2 4 1 +02 +1 3 2 +p +2 3 2 +02 +2 4 1+02 +1 3 2 +q +2 3 MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (3)ANCHORS 2 +03 +2 4 1 +C2 +1 3 2 +05+2 3 2 +03+2 4 1 +C2 +1 3 2 +03+2 3 2 +q +2 4 1 +C2 +1 3 2 +C3+2 4 2 +q +2 4 1 +C2 +1 3 2 +05+2 4 (SHOWN IN TABLE KEY ABOVE) 2 +05+2 4 1 +03+1 3 2 +04 +2 4 2+05+2 4 1 +05+1 3 2 +04 +2 4 1 +05+1 4 1 +03+1 3 2 +04 +2 4 2 +05+2 4 1 +03 +1 3 2+04 +2 4 8 3/4" MAX 74.000 .375 48.000 2 +C2 +2 3 2 +C2 +2 2 2 +C2 +2 3 2 +C2 +2 3 2+02 +2 '2 2 +02 +2 3 1 -3 MIN P • • 2 +C3+2 4 2+02 +2 3 2 +q+ 2 +03+2 4 2 +02 +2 3 2+05 +2 4 • • • • • - • • • • • •• • ..l • • • • i ��o 0 • • • • • , � • • • • • • • • • • • • fiabertt. Clark, P.E PE 439712 • • • • • • • Shiui�cal • 50.825 54: 60.000 63.000 2 +q +2 4 2 +C2 +2 3 2 +p +2 4 +03+2 4 2 +02 +2 3 2 +03+2 4 - 2 +q +2 4 2 +q +2 3 2 +C4+2 4 2 +03 +2 4 2 +05+2 3 2 +04 +2 4 • •••••• 2 +q +2 4 1 +05 +1 3 2 +04 +2 4 2 +03 +2 5 2 +05+2 3 2 +04 +2 4 MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (4) ANG bT�S' • 2+05+2 4 1+p +1 3 2 +C4+2 4 2 +C4 +2 5 2 +q +2 4 2 +C4 +2 5 aaaeW FK DW C CHG.TA81BdiT08,$ CAP. 1orolECHNOLOrrrumvE NOKOtA18,R347/e P.C.BOX 1828 NOKOA88, F1.34274 ANCHORAGE SPACING, OXANDXOW S F.K _b/07 10/17/06 B ___VALUESDUETDANCHOR REV /SEANCHORAQE FORbVIT, HEAD$SfLL CLUSTERS T� • • ALUM. HORIZONTAL ROLLER WIND?, blIoACT F.K SM3,06 A ADDSPACEDIMENSIONS 70 GLASS 7YPESG7HRUL ore.° F L mfz 2/28/06 J.J. 323,06 VGtbly Bettis' sr�a�ac fiR710 makc NTS mar 10 r 11 mnmora. • • • • • 41,y --11'r • we (', A A MIN. 3.4 KSI CONCRETE 1x WOOD BUCK, NOTE3 CONCRETE ANCHOR, NOTE 1 1 3/4° MIN. E.D. TYP. 2x WOOD BUCK, NOTE 3 NOTE 1 1 /4° MAX SHIM WOOD ANCHOR, NOTE 2 DETAIL A 1/4° MAX SHIM WOOD ANCHOR, NOTE 2 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS 1 3/8" MIN. 1/4° MAX SHIM �I CONCRETE ANCHOR, NOTE 1 • 2x WOOD BUCK, NOTE 3 1x WOOD BUCK NOTE 3 CONCRETE ANCHOR, NOTE 1 DETAIL E 1 114° MIN. (1.5 KSI CMU) OR PER NOTE 1 A (3.41(51 CONCRETE) NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4° ELCO TAPCONS EMBEDED 13/8° MIN. OR 1/4° SS4 CRETE -FLEX EMBEDED 1 3/4° MIN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3(4 °. FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. A2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4° SS4 CRETE -FLEX WITH #12 TRIMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2°. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTAL 1 Fn DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2° THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6083 -T5 AND A MINIMUM OF 1/8° THICK THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REM IREMENTS OF FLORIDA BUILDING CODE, CURRENT EDITION. J 13/4° EXTERIOR INTERIOR Y. °MIN. E.D & SILL DETAILS A, B, C, D& H) DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS A 1/4° MAX. SHIM .•NOOTTEIA r (- I'1314 °MIN. MIN. 3.4 KSIJ —'r E.D. TYP. CONCRETE 2x WOOD A DETAIL C BUCK. A NOTE 3 TYPICAL FLANGE FRAME SILL SECTIONS INTERIOR (JAMB DETAILS E, F & 1) EXTERIOR 1/4" MAX. SHIM SEE 1 MIN. A NAILING DETAIL H (HEAD NAILING .131 DIA MIN. x 21/2' NAIL AT CORNERS AND 5° O.C. TYPICAL DETAILS G, H & I. DETAIL D aaoaex ome FJC 4/16/07 seeder Oo5 F.K. 10/17/06 lima* Dare FJG 6/13!06 Omni : Date F.IC 228/06 REVISE NOTES 1 & 2 REGARDING TRIMFIT HO 8 EMBEDMENT ADO LE. FRAME CHO. NOTES TO FBC, CURRENT ED REVISE EDGE DIST. , EMBEDMENT & stir REFERENCES A ADD NOTE S. . 3 323/08 1070 TECHNOLOGY ORBS NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 �w'A''t • Q • S"Jl1 • DETAIL G (SILL) DETAILI tomaks A TYPICAL INTEGRAL FIN FRAME SECTIOItlS� • • • c; V.1 Ib1, Better ANCHORAGE DETAILS •••••• ALUM. HORIZONTAL ROLLER WINDOW,' IMPACT Semamax ame She. 5__ •. • • • Kam Half 11 a 11 4120 10 • (�° • • • • • •• • Ac:xpt2:.e Nob - . Oq produrt B:..iabticn Doff f' By ••• • ••. •• • • • • •• • • : 7 • Robert L Clink P.E.•••••• PE639712 • • Structural • • 6 • ••• •••• : • ••••. • ••••• •••• • • •• • • • • • • ••••O• • • •••••• MIAMI COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 3427 SCOPE: • p •• ••• • • • ••• • • • • • • •p •• • • • • ••• • • • • • • • • • • • • ••• • •• •, Miwf -DAf CODUV�i•Y, FLORIDA • ::14ETRQ+eAD1' FLAGI,Er BiiitDNG 140 WEST FLM I.INI: STRE T! SC A:1603 MIAMI, FLORIDA 33130 -1563 ▪ • •(3Q5) 375 -2901 FAX (305) 375 -2908 • • • .:wvQ.b•il=litco •• deblYline.com •• p;••pp • • • • ••• ••• 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: 1"x Std. Wall- Aluminum Tube Clipped Mullion -L.M.L APPROVAL DOCUMENT: Drawing No. 6220, titled "1" STD. Wall, Elevations Aluminum Tube Clipped Mullion ", sheets 1 through 5 of 5, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E., dated 04/28/00, with last revision on 05/30/06, bearing the Miami -Dade County Product Control Renewal Stamp with last 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 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 # 04-0528.04 and, consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gaston, P.E. NOA No 06-0125.06 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 Page 1 PGT Industries • • 00. ••• • • • • • ••• • • •• 00 • • • • • • ... • • • • . • • • • . • • • • • • • • .. • • . • . • • • . . • • • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMIT D "' • 0 ••• • • • • • • • . . • • A. DRAWINGS • • ' • • 1. Manufacturer's die drawings and sections. . •: ` :: •' ' • 2. Drawing No 6220, Sheets 1 through 5 of 5, titled "1" STD. Wall, EieVatiorts Aluminum Tube Clipped Mullion, prepared by PGT Industries, dated 04/28/00, with last revision on 05/30/06, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 60" x 54" mulled together with a ix 2 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2902, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04- 0528.04" 2. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 80" x 76" mulled together with a ix 4 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2903, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 040528 04" 3. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows with a transom lite (0 /00 configuration) mulled together with a ix 2 x 3A" wall vertical mullion and a 2 x 6" x 1/4" wall horizontal mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2975, dated 01/23/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04-0528.04" C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Industries, dated 05/30/06, signed and sealed by Robert L. Clark, P.E. E -1 Jaime D. Gascon, P.E. Chief, Product Control Division NOA No 06-0125.06 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 PGT Industries •• .• • ••. • • • • • • •.• • •'•'• •• • • • • • • • • ••••• • • • • • • • •. •. • • • • • • •. • • .• • • • • • • • • • • • • • • • • • • ••. • ••• ••• ••• • • : NOTICE OF ACCEPTANCE: EVIDENCE S�JBMITTED • • . • . :•• .• • • ITY ASSURANCE • • ' ' • • • • ' ' • • • ••• ••• 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 04-0721.01 issued to Elco Textron, Inc., for Tapcon Concrete Anchor, dated 03/09/06, expiring on 01/08/11. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 01/23/06, signed and sealed by Robert L. Clark, P.E. D. QUALITY G. OTHER 1. Notice of Acceptance No.04- 0528.04, issued to PGT Industries for 1" x Std. Wall- Aluminum Tube Clipped Mullions, dated 07/08/04 and expiring on 06/28/06. J ' e D. Gascon,P.E. Chief, Product Control Division NOA No 06- 0125.06 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 ANCHORS DETAIL "B", "C" OR "D" AT BOTH ENDS AND AT BOTTOM MULLIONS W ANCHORS DETAIL A ANCHORS DETAIL A WI 1 W2--.J W W = WI +W2 H = H1 +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 M1) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 M2) MAX OPENING = W OR W 1 +W2 MULL LENGTH = H1 1 ANCHORS DETAIL B "C" OR "0" AT BOTH ENDS AND AT BOTTOMS , 4 \_i P A____ ¶_• X11 t_. /—ti IV/ 1/ i `_ ,if �1 WI 1 W2--.J W W = WI +W2 H = H1 +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 M1) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 M2) MAX OPENING = W OR W 1 +W2 MULL LENGTH = H1 1 ANCHORS DETAIL B "C" OR "0" AT BOTH ENDS AND AT BOTTOMS , 4 \_i \3 A____ ¶_• X11 t_. /—ti lei `_ —W1 'f W2 W3 W W = W1 +W2 +W3 H = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 M3) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 +W3 M4) MAX OPENING = W1 +W2 OR W2 +W3 ANCHORS DETAIL B "C" OR D" BOTH ENDS ANCHORS DETAIL "B" "C" OR "0" BOTH ENDS L MULLIONS 1 MULL LENGTH = H1 1. THE 33 1/3z STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SHEETS 2, 3 AND 5. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF (7) 3. MULLIONS ARE APPROVED FOR IMPACT AND NON– IMPACT APPLICATIONS. 4. REFERENCE – TEST REPORTS: FTL -2902, 2903 AND 2975. ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 ANSI /AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE- MENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS ® TO THE STRUCTURE. MULLION W = W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = W 01? W1 +W2 MULL LENGTH = H Ira 2 ULLION (1) WINDOW MULLED W /ONE ABOVE FORD ° GALCOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = H OR 1-11 +112 MULL LENGTH = W • • • • • FOR ANCHORAGE TYPE, QUANTITY AND LOCATION, REFER.fOI • • • UNITS. TO BE USED ONLY WITH PGT INDUSTRIES •RIWQQI,CTS PRODUCT REIUMMI naid=riti Oa Radii ._%st4:7l1 Mike •••• Robert L Clark P.E. PE #39712 Structural 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 R F.K. v5o /eg30 /06 D ADD 91 6 Revsd � 5 /8/06 C 7!CN.•II!FFS Orw,.,, yy; • • • • • • P.J.P. 4/28/00 • • • • 1�" STANDARD V LL„•ELEVRZIpjS •••• :• ALUMINUM TUBE CLIPPED ,BAIL .hON : ▪ •' • o: Series /Model Seale 0•4114g Ns MULLS NTS 1 of 5 •••• •• • • • • •• • • • • • • • • • •• • • :••••• •••••• •• • 000000 • • •••••• • • ••••• • • ••••• •••••• • 6220 Rer it / `_ / --W 1 w W2 -- MULLION W = W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = W 01? W1 +W2 MULL LENGTH = H Ira 2 ULLION (1) WINDOW MULLED W /ONE ABOVE FORD ° GALCOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 MAX OPENING = H OR 1-11 +112 MULL LENGTH = W • • • • • FOR ANCHORAGE TYPE, QUANTITY AND LOCATION, REFER.fOI • • • UNITS. TO BE USED ONLY WITH PGT INDUSTRIES •RIWQQI,CTS PRODUCT REIUMMI naid=riti Oa Radii ._%st4:7l1 Mike •••• Robert L Clark P.E. PE #39712 Structural 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 R F.K. v5o /eg30 /06 D ADD 91 6 Revsd � 5 /8/06 C 7!CN.•II!FFS Orw,.,, yy; • • • • • • P.J.P. 4/28/00 • • • • 1�" STANDARD V LL„•ELEVRZIpjS •••• :• ALUMINUM TUBE CLIPPED ,BAIL .hON : ▪ •' • o: Series /Model Seale 0•4114g Ns MULLS NTS 1 of 5 •••• •• • • • • •• • • • • • • • • • •• • • :••••• •••••• •• • 000000 • • •••••• • • ••••• • • ••••• •••••• • 6220 Rer PGT 1 x MULLION MULLION CLIP. CUT FLANGES OFF CLIP TO FORM A "U" CHANNEL AND INSTALL AS SHOWN PGT 1x MULLIO WOOD BUCK FOR 1" MULL i" TYPICAL MULLION TO MULLION INSTALLATION. DETAIL "A" #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH WOOD BUCK EACH OTHER) REMOVED TO SEE NOTE 3 CONCRETE PGT 1x MULLION #12 SCREW, SEE NOTE 3 PGT 1 x MULLION SEE NOTES 2 & (TW) 11(7YP 2" OR 4" MIN. 1 SEE NOTE 1 WOOD BUCK "( 18(TYP 2 MIN. #12 FH SMS STAGGERED ON OPPOSITE SIDES (50 AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 SEE NOTES 2 & 3 ANCHOR EMBED. SEE NOTE 2 NOTES: TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK. DETAIL "B" 1. FOR CONCRETE APPLICATIONS IN MIAMI —DADE COUNTY, USE ONLY MAW—DADE COUNTY APPROVED ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE —FLEX MASONRY ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE IS 2 1/2 ". MIN. EMBEDMENT: TAPCONS 1 1/4 ". CRL!L —FLEX 1 3/4" 2. FOR WOOD APPLICATIONS USE #12 SCREWS, ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE —FLEX MASONRY ANCHORS. MIN. EMBEDMENT 1 1/2" 3. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR ® STUCCO. 4. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEET 5. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF PINNING SCREWS FOR MULL—TO—CLIP TO BE HALF THE QUANTITY OF ANCHORS FROM CLIP —TO— OPENING (MINIMUM OF 2 SCREWS PER CLIP). 5. IMPORTANT: QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO CHARTS 1 AND 2 ON SHEET 5. FIND THE APPLICABLE MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. 6. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. PGT 1x MULLION -- 2" OR 4" #12 FH SMS STAGGERED ON OPPOSITE SIDES (50 AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 MASONRY ANCHOR SEE NOTES 1 & 3 SEE f NOTE 1 TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC.. DETAIL "C" 2 MIN. 2" OR 4" 2h(TYP)1h(TYP I'• SEE NOTE SEES: NOTE T WOOD BUCK #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 MASONRY ANCHOR, SEE NOTES 1 & 3 TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC.. DETAI D" • • • • • •• • •••••• • _C • ,": N ,0/RAsu • • •••• •••• •• • • • • •• • •••••• • •••. TO BE USED ONLY WITH PGT INDUSTRIES •/ QQ11CTS :' • • Robert L Clark, P.E. PE 139712 Structural 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, 97. 34274 000000 • • 0000 • oo • • •00000 • F K8r 5/30/06 D— �IAY• d & 5 • .•••• evel • RF.K. B 55,8/06 R ADD iJBB •DETAILS •••••• ••••• Dram 9y: ••••o• •••••• P.J.P. 48/00 • • • • • • • • Desom 1 " STD. WALL, VLIP•iNSTAt .AYJ ®N DETAIL. • ALUMINUM TUBE CLIPPED "••; Series /mock* Sale Sheet 0mst 91fit Rev. Mutts NTS 2 or 5 6220 D 1" MULL CLIP (CLIP TO OPENING) EXTRUSION DWG 11099 CUP LENGTH CHART FOR 1x MULL MULL SIZE 1 x 2 x 1/8 1 11/16 1 x 4 x 1/8 3 11/16 L 4MAX. 3MAX. A/2 A- -- SMIN.TYP j BMIN. 14MAX. o 1-MAX. 8-MIN• -1 L A TWO (2) ANCHOR © FOUR (4) ANCHOR LOCATIONS LOCATIONS NOTES: 1. IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, PLEASE REFER TO CHARTS 1 AND 2 ON SHEET 5. FIND THE CORRECT MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. 2. 3/8 MIN. EDGE DISTANCE APPLIES TO ALL DIMENSION SHOWN AS MAX. 3. REFERENCE TEST REPORTS: F7L -2902, 2903 AND 2975. 1 " MULL CLIP W/TABS REMOVED (CLIP TO MULL) EXTRUSION DWG #1099 8MIN.- A 1 ONE (1) ANCHOR LOCATION A/2 (3)EQ.SP.@ (A -3/4)/ gMIN. IA -- 8 MIN .TYP. 2 THREE (3) ANCHOR LOCATIONS • • • • • 0• • •••••• ••• TO BE USED ONLY WITH PGT INDUSTRIES eFIRagICTS Robert L Clark P.E. Structural T IND ES Rersd B�.: RerF �. 30/06 5%8/06 111Th C- REWSE•SPordIG 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOYIS, FL .34274 PI0UCTSENEWSn saapb6�v 1btoe11e$d Asseptoolvo t •i Oahe • . •• • • • •• • . • • • • • • •• • • •••••• • • 00000 .• • •••••• • • •••••. • • •••.. • • 00000 •••••• • �,, gy •••••• P.J.P. • • • Descratfo : • • 1" STD. WALL, 4NCHIQR LOC�1@NS '•••.• ALUMINUM TUBE CLIPPED �V11yILGON : •' • •: SBKm /Mad t Drs•.G r N MULLS 6220 438/00 Sale: NTS Sheet 3 of 5 Rsr D NOTE: 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 �8 (TYP) 4-.- --8 (TYP) 7x STD. WALL MULLS MAT'L: 6063 —T6 • • ••e• • • • • •••• •• • •••••• •• • • •••••• • • • • • •• •••••• • •••••• • •••• • • TO BE USED ONLY WITH PGT INDUSTRIES 'P •LK TS :' • ' • • "• O; CHART 1. -1 x2x.125 tart, & TYP. ANCHOR OPENING WIDTH IN INCHES 50 60 CLIP TO OPENING (2) A (2) B (2) A (2) B 70 (2) A (2) B 80 90 100 110 120 130 160 (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B (2) A (2) B CLIP TO MULL (1) B (1) B (1) B (1) B (1) B (1) B (1) B (1) B (1) B (1) B MULL LENGTH IN INCHES 42 48 50.625 54 60 63 66 72 76 78 129 115 107 104 103 103 103 103 103 103 83 73 67 63 61 61 61 61 61 61 70 61 55 52 50 49 49 49 49 49 57 49 44 41 39 38 38 38 38 38 41 35 31 29 27 26 25 25 25 25 35 30 27 24 23 22 21 20 20 20 30 26 23 21 19 18 18 17 17 17 23 20 17 16 20 17 15 18 15 CHART 2. - 1x4x.125 QTY. & TYP. ANCHOR 50 60 70 CLIP TO OPENING (2) A (4) B (2) A (4) B MULL LENGTH IN INCHES CLIP TO MULL ( 42 (3) B )70 (3) B OPENING W! TH IN INCHES 100 110 6120J (2) A (4) B (3) B 80 (2) A (4) B (3) B (2) A (4) B (2) A (4) B (2) A (4) B (2) A (4) B 130 160 (2) A (4) B (2) A (4) B 170 170 170 170 170 170 170 (3) B (3) B ) (170' 170 170 (3) B 170 (3) B (3) B 170 170 170 170 170 170 50.625 54 60 63 66 72 76 78 84 90 96 108 111 144 170 170 170 170 170 170 170 170 170 170 170 170 170 170 162 158 157 157 157 157 170 170 157 143 134 127 124 122 122 122 170 160 141 128 119 112 170 145 127 115 106 100 108 96 106 93 106 92 106 92 142 120 105 95 87 81 77 74 72 71 120 111 88 72 102 94 75 60 90 83 65 53 81 74 59 47 74 69 68 63 53 49 43 39 65 60 46 37 63 57 44 35 61 55 42 33 59 53 40 31 59 50 43 38 35 32 30 28 27 24 41 38 35 30 27 24 22 20 19 18 16 32 28 24 22 20 19 17 16 17 Vertical Mull Mull Length Opening_ l Width • ,K 1V • horizontal Mull Opening Width Mull —' Length Multiple Mul ed Units MUn Length \Opening Width NOTES; 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE. SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1 /I) Q. 1/4" SS4 CRETE —FLEX, EMBED. (1 37r) • B. #12 SCREWS •••••• • 5. SEE ANCHOR SPACING DETAILS SHEET 3. •••••• •••_ TO BE USED ONLY WITH PGT INDUSTRIES PBQPYETS Robert L Clark. P.E. PE 09712 Structural IT INDUSTRIES Rn•� By 5730/06 Re B,.. 578/04 r>-NO'cit sNr 8flatliAeRnkt, CANGFs 1070 TECHNOLOGY DRIVE NOKOMIS FL 34273 P.O. SOX 1529 NOKOM1S, FL 34274 • •••• •••• • •• • ••• ..• • • • • •• • •••••• • • • • 000000 • • •••••• • • 00000 . 00000 •• ••.• • Drawn 8y. •••••• P.J.P. ■ • • ■ 11 "p STD. WALL, PRESSURE cHAkd'S 1 • S • • • mt. ALUMINUM TUBE CLIPPED J 111,tLON :••••: 48/00 • sartee/KOdee MULLS scat. NTS Sheet 5 o,5 Dralhl4 NO 6220 ••• D COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, FL 34275 SCOPE: • • ••, • • ••• • • • • • • ••• MIAMI-DADE- COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING l.49 WEST FLOI.EASTREEE, SUITE 1603 • • •'. • FLj31 36130 -1563 •,1(305)0 55, FAIL (505)%75 -2908 ••, www.builaingcooeontine.com .•• • OOO • ••• •• ••• •• •• ••s • . • • ' •• •• • ••• • • '•• • • ••• ••• 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" Outswing Aluminum French Door w/ Sidelites APPROVAL DOCUMENT: Drawing No .11005 -1, titled "Aluminum French door & Sidelite- Impact ", sheets /through 10 of 10, prepared by manufacturer, dated 02 -22-07 and last revised on 09/25/07, signed and sealed 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: Large and Small Missile Impact Resistant Limitation: 1. Use of Table 1, require full length reinforcements for OX, XO, XXO, OXX, OXO and OXXO. The lower design pressure from X, XX doors or 0 (sidelite) shall control. 2. Egress operable doors must comply with min clear width per FBC, as applicable. 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 as well as evidence sheet E -1 and approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P. E. NOA No. 07- 0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 Page 1 PGT Industries • • ••• • •• • • •• ••• •. •• •. • • ••• • • • • •• • • • •••.••.. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED •• • •••• • • • • • • • • • : . • • A. DRAWINGS • • ••• ••• •• • 1. Manufacturers die drawings and sections. 2. Drawing No.11005 -1, titled "Aluminum French doo>: & $i1.elite- Impact ", sheets lthrough 10 of 10, prepared by manufacturer, dated82 -22.02 ardast •.Misedtin • 09/25/07, signed and sealed by Robert L. Clark, PJ .: ; • .1.: : •; ; B. TESTS Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94. 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum out swinging French door w/ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL -5212, dated May 05, 2007, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 06 -21 -07 and last revised on 09/25/07, prepared by PGT, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies with ASTME- 1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to "E.I. DuPont Denemours" for "DuPont Butacite ® PVB" dated 02/15/01, expiring on 12/11/10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc, for "Solutia Interlayer for laminated glass ", expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 06- 21 -07, signed by Robert L. Clark, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. Test proposal dated Jan. 18, 2007 approved by BCCO. E -1 Ist44 1. LEA ,A��. �shaq I. Chanda, P.E. Product Control Examiner NOA No. 07- 0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 3/8" LAMI NOM. (.4021 CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/18" HEAT STRENGTHENED GLASS. B. 3/8" LAMI NOM. (.4021 CONSISTING OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16° HEAT STRENGTHENED GLASS. C. 7/18" LAMI NOM. (.4859 CONSISTING OF (1) LITE OF 3/18" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS . D. 7/18° LAMI NOM. (.4659 CONSISTING OF (1) LITE OF 3/18" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/18" HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 3. CONFIGURATIONS: X� O X�X XO. OX, XXO, OXX, OXO, AND 0)0(0. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: TEST REPORT FTL- 5212, ELCO TEXTRON NOA: 04- 0721.01, 03-0225.05, ANSVAF&PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL. 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET 5), 15 REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. EXTERIOR 1/2"GLASS BTE EXT. - 1/8° ANNEALED OR STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INT. - 3/16° HEAT STRENGTHEND GLASS - -" •- .402 ---A 3/8" LAMI NOM. GLAZING OPTION A OR B, NOTE 1 EXTERIOR 1/2" GLASS BITE EXT. - 3/18' ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INT. - 3/16° HEAT STRENGTHEND GLASS wma* EX '4K FA FF C � D"p Root= 'W B 814417 aWec A C ARIPYEX7. OFOIASEOYERA LTHICKAR88ARDOL16SBDE ADIJOLASSINTEDZSTOGIAZINODEMMACIDGIASSDEC.THIL,RBASE RO7E1, OIASSDES RIPEaAwNO7E& ChOW4p D"p J.J. 621,07 1070TECH,VLOPYDRNE P.LL BQX 7629 Nava FL 3074 • • • • • •• • .485 ® •••••• 7/16" LAMI NOM. •••••• GLAZING OPTION C OR D, NOTE 1 . • • • • • Vt�7 Bearer NOTES AND GLAZING DETAILS •••••• • ALUM. FRENCH DOOR & SIDE LITES,•IMFACT NOA DRAWING MAP TOPIC SHEET GENERAL NOTES 1 CONFIGURATIONS 1 GLAZING DETAILS 1 DESIGN PRESSURES 2 ELEVATIONS 3 VERT. SECTIONS 4 HORIZ. SECTIONS 5 PARTS LIST 8 EXTRUSIONS 6, 7 ANCHORAGE 8-10 •••••• m+�° o�" •� m"� RNDI 1 1X 1 a 10 **gm 110054 • • • • • • • • • s• • B Approved as amplying with the Florida Code Date X16 7 NOA• 47— O L 2q • /t1, Mail Dade Product Cwhol Ds k 1 I . CGaKic •e ..:°0:01.19.1..... • • J•s•••• IJl • • • ••1./q••••. r • • PE60712 �•••••• • • strlctu� • •••• • • • •••••• •••• •••• 9 • • • • • • • TABLE 1. DESIGN PRESSURES FOR \ALL CONFIGURATIONS ® APPROVED CONFIGURATIONS: )G ' . , OX, XO, OXO, MO, OXX & 0X00 (FOR DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE UTE CONNECTIONS DOORS WITH GLASS TYPES A B, C OR D HEIGHT 87 3/4" X 'MOTH XX WIDT 88 79 � 7° - 83 3/4" 30 371 6° 71 3/4" 475.0 INIMH -75. +75.0 91 3/4" °- 953/4" -75.0 +75.0 -75.0 +75.01 -75.0 +75.0 SINGLE SIDE UTES WITH GLASS TYPE A -75.0 27 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 38 1/8" +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.8 -67.8 +84.2 36 3/4" +75.0 -75.0 +74.9 -74.9 +70.4 -70.4 +66.6 -66.6 +63.1 -75.0 -842 -63.1 O WIDTH 1 36 3/4" SINGLE SIDE LITES WITH GLASS TYPES B, C OR D +75.0 -75.0 +75.0 -75.01+75.0 -75.01+75.0 -75.0 +75.0 -75.0 TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR /SIDE LITES ONLY ® APPROVED CONFIGURATIONS: OX, X0, OXO, XXO, OXX & OXXO (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE UTE CONNECTION GLASS TYPESA,B,CORD HEIGHT X WIDTH XX WIDTH 68- 793/4" 7° - 83 314" 87314" 91 3/4" 8° - 95 3/4" 2° 251/2" 4° 47 3/4° +58.6 -58.6 +55.4 -55.4 +52.4 -52.4 +49.8 -49.8 +47.4 -47.4 271/2" 51 3/4" +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +46.5 -46.5 +44.3 -44.3 29 1/2" 55 3/4" +51.7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.8 -43.8 +41.6 -41.6 28 31 1/2" 50 59 3/4" +49.0 -49.0 +46.2 -46.2 +43.6 -43.6 +41.4 -41.4 +39.3 -39.3 28 33 112" 54 63 3/4" +43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 35 1/2" 67 3/4" +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.6 -35.6 3° 37 1/2" 6° 71 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 SINGLE 0 WMDTH GLASS TYPES A, B, C OR D SIDE UTE 103/4" Raralbn +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 12 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 19" +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 21 3/4" +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +75.0 -75.0 -75.0 -59.0 +55.0 -55.0 +52.4 -52.4 +75.0 +61.9 -75.0 -75.0 -61.9 +75.0 +75.0 +59.0 27 3/4 +52.9 -52.9 +49.9 -49.9 +47.2 -47.2 +44.7 -44.7 +42.8 -42.6 36 1/8" +35.2 -35.2 +35.2 -35.2 +35.2 -352 +35.2 -352 +34.4 -34.4 36 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 NOTES: ®1. GLASS rvacs• A. LAMI (1/8" A, .O!#1 PVB, 3/16" HS) C. 7116° LAMI (3/16° A, .090 PVB, 3/16" HS) D. 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) . COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX. OX/X0 WIDTH = 731/2° MAX. OXO WIDTH = 109 1 /2" MAX XXO /OXX WIDTH =107 3/4" MAX OXXO WIDTH =143 3/4° 3. SINGLE DOORS 33 5/8" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 641/8" WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC, CURRENT EDITION. NARROWER DOORS MAY BE USED WHERE EGRESS 1S NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI -DADE COUNTY. ®5. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30° WIDE x 90" HIGH SINGLE DOOR WITH 29" SIDE LITES DESIGN PRESSURE _ +67.6 / -67.6 PSF EX. B FROM TABLE 1. OXXO WITH GLASS TYPE A 68" WIDE x 85" HIGH DOUBLE DOOR WITH 361/2° SIDE LITES DESIGN PRESSURE _ +70.4 / -70.4 PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 30' WIDE x 87 3/4" HIGH SINGLE DOOR WITH 26' SIDE LITES DESIGN PRESSURE = +43.6 /-43.6 PSF EX. D FROM TABLE 2. OXXO WITH GLASS TYPE C 63 3/4" WIDE x 80" HIGH DOUBLE DOOR WITH 26' SIDE LITES DESIGN PRESSURE = +43.1 / -43.1 PSF A6. FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E -E, SHEET 5 FOR REINFORCEMENT DETAIL. • • • • • •• • •••••• • •••••• • • •••• Approved as complying with the Date NO Miami lode productCo"U"1 • •••• • Dela RMfac Rowe* Fdt: Reed* Fe OIeBF FC Dots 8/1607 This 7 MIXED MEE LESION PRES&8PffiMmpMIRED NON- R®IF1 1 8 4101888EmneOmE88e818e288INTONOIE8anmNOTE888 s ae REV>1EN01E1, 2 as ADONOORION$TOTA•.E 1AND2 A REDUEYAC OPBROM PRESMABANDADJUST.ALL OP8F RTABIEII O"ctedo Otl" J.J. 62117 1070 7EC.Ya00YORIYE NOKOMIS, FL 31278 P.0.BQX1lJD NOcOlOIR, FL 84274 P TDES!GNPRESSURES • • • • • ALUM. FRENCH DOOR & SIDE LITEV IM1MCT Kid* & o7 Ran iX •we me+a"" •••••• 2 a 10 I 11805-1 • • B •••• •• • • • • • • •/ • •• yl ••••• • • • Robert CImk, P.E. PE#39712 •••••a • Structural • • • • • • • • • • •• • • • •••• •• • • • • •• • • 000000 • • •••••• • • 731/2" MAX I-- MAX X SEE NOTE 4 OX OR XO 371/2" IA MAX 38MX 314' 1091 t MAX. SEE NOTE 3 tom~ 383/4' --.±.- MAX 95 : MP ■ 1 e 1E \t XACT , i / Er X INACT. 0 1 e E� O 1 l'jj ro . A \ , ) E / E{ X �E , O SEE NOTE 4 71 3/4' MAX 24 9/15' MAX DLO (TYP) OXO SEE NOTE 4 A X NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3 I _ 383/4' 43 3/4' MAX —SEE NOTE 3 38 3/4' MAX ��""""""IIIIII '''"' SEE NOTE 4 SEE NOTE 4 4• C •) N G G DOOR DLO HEIGHT = HEIGHT -11 3/8' A DLO WIDTH % = DOOR WID /16 TH -j2•1 ' DLO WIDTH 90C = DOOR �ji 110-19.116' SIDE LITE DLO HEIGHT = HEIGHT - 11WA.. DLO WIDTH = WIDTH -31/8' •••• • • RATIONS . SIDE LITE OVERLAP X' AND 70C DOORS BY 3/4' WHEN ASSEMBLED TO MAID X0','OX','OXO 70(0', 'OXX AND'OXXO' CONFIGU . 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CLEAR OPENING FOR % AND IOC DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.846) (7O( DOOR = DOOR WIDTH/2 4.079) R.dBF amc Bailee FA a08/07 Psoleber 0 CWeiffiT 93117QALfOAA FORIRkAB 604/01 _ '/77107 Awake= A thria0Bil ADD DLO FORMAIFOR IVORAFD ODE LOEADODOORDLO= YIiY DEW BOLT M®SPECIFY WILT AND xHALT. 0/2107 WO TECHNOLOGY DRIVE NOWA 8, FL 80178 P.O. BOX MO F134274 Pc�T VWMy &uer ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES?IMA4CT 000000 • • •• •• • • • • • • • Soisibut FDf01 ItNTSi 3 d 10 la""'" 11005.1 I B nppiw Igimg with the Llte tcG... 1,40/44 — were wale ''614144.4,14.1.• •• • •• • • • • ••••• 464,•••:• • • • Merl L P. •••••2 StruOwel • 95 : MP , E O 1 e 1E \t XACT , i / Er X INACT. , EI' 2 1j SEE NOTE 4 SEE NOTE 4 4• C •) N G G DOOR DLO HEIGHT = HEIGHT -11 3/8' A DLO WIDTH % = DOOR WID /16 TH -j2•1 ' DLO WIDTH 90C = DOOR �ji 110-19.116' SIDE LITE DLO HEIGHT = HEIGHT - 11WA.. DLO WIDTH = WIDTH -31/8' •••• • • RATIONS . SIDE LITE OVERLAP X' AND 70C DOORS BY 3/4' WHEN ASSEMBLED TO MAID X0','OX','OXO 70(0', 'OXX AND'OXXO' CONFIGU . 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CLEAR OPENING FOR % AND IOC DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.846) (7O( DOOR = DOOR WIDTH/2 4.079) R.dBF amc Bailee FA a08/07 Psoleber 0 CWeiffiT 93117QALfOAA FORIRkAB 604/01 _ '/77107 Awake= A thria0Bil ADD DLO FORMAIFOR IVORAFD ODE LOEADODOORDLO= YIiY DEW BOLT M®SPECIFY WILT AND xHALT. 0/2107 WO TECHNOLOGY DRIVE NOWA 8, FL 80178 P.O. BOX MO F134274 Pc�T VWMy &uer ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES?IMA4CT 000000 • • •• •• • • • • • • • Soisibut FDf01 ItNTSi 3 d 10 la""'" 11005.1 I B nppiw Igimg with the Llte tcG... 1,40/44 — were wale ''614144.4,14.1.• •• • •• • • • • ••••• 464,•••:• • • • Merl L P. •••••2 StruOwel • MAX. DLO INTERIOR MAX. DOOR HEIGHT 0 Le h] Doe 1.489 DOOR SECT. A-A VERTICAL R..Rn. fry SL SECT. B-B VERTICAL INTERIOR MAX. SIDE LITE HEIGHT • SL VIEW G-G • • CORNER ASSEMBLY, • • • • •••• • • •• •• • • • • • Rpm* FX •78.7 NO CWINGF7178WIEET. RI.O•: isn& FJC Drir war Rw1•m OhoA lgdAA dl. SHOW B07 EH LLOW/FM8FWAONATL10RNERA8SBSLY Pew 10707ECHNOL00YOPINE NONOM0 89076 P.O. BOX MR NOICOUAR 91274 ;T EXAMPLE ELEVATIONS • ALUM. FRENCH DOOR & SIDE LIIES; IMPACT 11005-1 I B P0101 I ax 4 I 10 • • • • • • • •• • • • • • • • t • ••• Abaft IE. • 2 •• • Structural • MAX- SL WIDTH+{ HORIZ. SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) MAX DLO SL SECT. E -E HORIZ. (DOOR W/ SIDE LITE) SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 & 2 FOR APPLICABILITY INTERIOR EXTERIOR SL SECT. F -F HORIZ. (SINGLE SIDE LITE). • • • . • • •• • •• Rowel Mr DOC FJL 0Os 888007 A..bs 8 NO CNAN8E1188 81E0: mad ax FJG Oar 884101 _ 22207 N..Hs A awes AD908 NyWE878•T08WT/ONEEB'8INGLE WDE WS 7178ECT.14F 821Ai7 1070 TECHNOLOGY OHNE NOMA rime P.O. 8¢711620 KNOWS, R. MIN VERTICAL SECTIONS ••___• • ALUM. FRENCH DOOR & SIDE LITE1S1 IMPACT ea>,anat fax I 5 a 10 Ia.ror 11 1 B .Florida • ampiyiatwia Me %We central se r •••• b ! J•••• •••„FebriL F • • • • PE 839712 S!n•turel ITEM DWG 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 20 21 22 23 24 25 26 27 30 31 32 33 34 35 36 37 PGT# 9438 60411 1010 6Q300 7070 67070K 955 7955X 938 7938X 956 7956A 7832X12FPXP 995 70995 998 70998 952A 6533016 11000 611000M 1670 671670 11004A 611004M 11001A 411001A 11002A 411002A 11003A 411003A 91513 80380 1010 6Q300 8608 66608M 1140 78X112PSATS 1048 71048 930 1118 7070 9100 911E 917 1178 913A 1130 990 914A 38 39 40 41 42 43 44 45 46 47 48 49 50 997 1023 928 1145 1212 98313 41721N 710X34PFA 87070( 6910 6911 7FRMO 71058FP W,B 60378M 61RODA 7990NUTA 60379M 7834FPT 70997 67924G 41720 76X12FPAW 7P3OGG 6983 DESCRIPTION FRAME HEAD WSTP.,Q-LON .190 X.375 HIGH BULB WEATHERSTRIP .187 X.300 HIGH FLUSHBOLT STRI KEPLATE 2 PT. LOCK STRIKEPLATE FRAME HEAD STROKEPLATE BACKING PLATE #8-32 X .500 PH. FL MS - S.S. W /SILICONE PATCH GASKET (BETWEEN THRESHOLD & FRAME JAMB) GASKET (BE1WEEN HEAD & FRAME JAMB) FILLER HEAD ADAPTER OUTSWING THRESHOLD WSTP, .350 RD FOAM FILL T- SLOT(AMSBURY#32011) OUTSWING THRESHOLD CHANNEL COVER ACETAL SPACER .065 (INHOUSE INJECTION MOWED) ACETAL SPACER .095 (INHOUSE INJECTION MOLDED) ACETAL SPACER .140 (INHOUSE INJECTION MOLDED) FRAME JAMB ( OUTSWING) WS1P.,Q-LON .190 X.375 HIGH REINFORCEMENT, 1.000 X2.750 X 0.650, 6081 -15 #8 X 1.500 PH SQ A T/S JAMB SCREW COVER CAP STRIKE PLATE INSERT #10 X.750 PH. FL SMS BULB WEATHERSTRIP .187 X.300 HIGH DOOR PANEL TOP & BOTTOM RAIL DOOR PANEL, SIDE RAIL HINGE EXTRUSION #10 X.825 PH. FL SMS TRUSS CLAMP 5/18 -18 THREADED ROD 5/16 -18 FLANGED HEX NUT WEATHERSTRIP CHANNEL #8 X.75 PH. FL TEK GASKET (BE1WEEN PANEL HEAD /SILL & PANEL STILES) WSTP., .187 X.250 HIGH, FINSEAL SLIDE BOLT ASSY. (INACTIVE PANEL ONLY) #6 X .500 PH FL SMS TYPE BDS SILL DUST PLUG (INACTIVE PNL) DOOR PANEL ASTRAGAL 1 (OUTSWING) 98413 1213 929 6984 6Q200K 74UBLOK DOOR PANEL ASTRAGAL 2 ( OUTSWING) WSTP.,Q -LON .190 X.200 HIGH LOCK SUPPORT ASSY. (41707 & 41708) 1139 982 7634F FD2PTAY #6 X.750 PH. FL SMS 2 PT. LOCK ASSY. 6R180FS RUBBER SLEEVE 51 930 41721 STRIKE PL INSERT (INACTIVE PANEL) 62 931 7FRSPX DEADBOLT STRIKE PLATE 53 1118 710X34PFA #10 X.750 PH FL SMS 54 957 70957X HANDLE STRIKE PLATE 55 1118 710X34PFA #10 X.750 PH FL SMS !TM DWG # PGT# DESCRIPTION 80 920D 6920D SIDELITE HEADER 61 9210 6921 SIDELITE SILL 62 9168 60381 SIDELITE JAMB 63 1155 781 PQA #8 X1.000 QUAD PN. SMS 84 998 7998 HEAD GASKETS (STOCKING #70998) 65 999 7999 SILL GASKETS (STOCKING #70999) 66 934A 61641M SIDELITE JAMB ADAPTER #12 X 1.000 SHEET METAL SCREW 70 712653K SETTLING BLOCK, 3/32° X 1/4" X 1" W /PSA 71 71267K SETTING BLOCK, 1/16" X1/2° X 1° W/PSA 72 4222A 84222 BEAD, 7/16" 73 988 6988 BEAD, 3/8" 92 986 64988 BEAD, INTERIOR 93 1224 61P247 BULB, THICK (USED IN EXTRUDED BEAD) 94 GLAZING SILICONE, DOW 899, 983 OR EQUIVALENT 95 GLASS, 3/8" LAMI - 1/8" A, .90 PVB, 3/16" HS 98 GLASS, 3/8" LAMI - 1/8° HS, .90 PVB, 3/16" HS 97 GLASS, 7/16" LAMI - 3/16° A, .90 PVB, 3/16° HS 98 GLASS, 7/16" LAMI - 3/16" HS, .90 PVB, 3/16° HS 102 11006A I41106A ACETAL SPACER .295 (INHOUSE INJECTION MOULDED) 103 OFF -THE SHELF DEAD BOLT LOCK .504 ---i F -- 380 .055 OOUTSWING THRESHOLD 13 CHANNEL COVER 6063 -T6 I+- 2.750 - j .650 1 25J ZZ TUBE MULL 6083-T5 1.000 NNW* Die Doke FA e NOCKAN iETHE MEET. NM•IeF 'Ot tta•tom FJC 8M407 A tTH/f07i BOLT ANDIPMC7NEPANEOMM7D/TAI41. ta•Ae am meia/e1: a•te F.K 2/2207 J.1 6721/07 1070 TECHNOLOGY DRIVE w ra ••• a1ZBQX11129 NON** FL•f274 13 G T/�P Betlel` • • • • • •• • • •••• • • •••• • • • • •• • • • • • PARTS LIST • • ALUM. FRENCH DOOR & SIDE LITEtu; i~ MP CT Ark 6 X10 110054 I B FHB u complying with the lR Coda imm . c Miami Dade Putting " •••• • • •' I, L LAGdt•• • •• • • • 4.626 4.000 30 DOOR PANEL TOP 8, BOTTOM RAIL 6083-T5 4.726 4.100 31 1.272 L 1 FRAME HEAD 6083-T6 .050 .079 1.479 J 1.489 3.000 8 OUTSWINO THRESHOLD 11 6083-T8 DOOR PANEL SIDE RAIL 6083-T5 4.726 1.500'� 1261 4.100 4.675 ODOOR PANEL INTERIOR ASTRAGAL 6063-T5 tJ I .683 fl [.050 TRUSS CLAMP 6083-T5 318° GLAZING BEAD 6083-T6 1.480—.1 3T WEATHER STRIP CHANNEL 8063 -T5 ODOOR PANEL EXTERIOR ASTRAGAL 6083 -T5 72 7116' GLAZING BEAD 8063-T5 60 SL HEADER 6083-T6 61 SL SILL 6063-T8 20 DOOR FRAME, JAMB 6063-T6 +- 1.578 —►{ .050 3.000 r' 62 SL JAMB 8083T8 -1 830 .050 66 w•11/is are 6mrm. 6.d6• FX 87697 Anekar NO CHANGE THE SHE T. FX AaaaK A ADD WOW' 70REN206 MASS BED 717,1761880,31,44, 48667 lacy: Dtr Mobil* Do* FJC 2mi07 J.J. 81211137 WNW f0707ECHNOLODYDRIVE NOKOAN, R.34278 RQB�C 1l2 NOKOMI3, FL 9Q74 Pc T Vtably Beater iiji. • • SL JAMB • • • • ADAPTER 6063-T6 • • • • • EXTRUSION PROFILES • • 7- 32 HINGE 808345 0.375 .125 Awo clfi Na I 7• D7 NOJ D(�Z a•••• allip DaJPtodod Comm, • • •. • • • • • •• • • •• •• • RI ••• • • • • • •• • ••• • • _ • • B •• ALUM. FRENCH DOOR & SIDE LITfs', IMPA CT R3101 01 aar •,.e it& I 7010 Direanois 110054 • `�a • • • • L. Clark, P1E. • PE 639712 Sbucka8l 1 w a N �1 1 SILL ZO E� SILL —t-ZONE-1 SILL SILL —1- ZONE 4 1-ZONE -}— —}— _19351•1••1• JAMB ZONE °A° HEAD �y I ZONE "C JAMB ZONE A" JAMB ZONE A" HEAD HEAD _1 ZONE 1 i ZONE "D" I z N m 1_ SILL ZONE "C` SEE TABLE 3., SHT. 9 HEAD HEAD HEAD t-Z �ZON *P-4 w 0 In z N HEAD I ZONE "E' I O JAMB ZONE B" JAMB ZONE °A" HEAD I ZONE ID" T ZONE" / XO OR OX JAMB ZONE °B" 'Z SILL ° �_ �ILLD "' 'ZONE "E" t ZONED' 1 ZONE "E'' HEAD _i__ HEAD SEE TABLE 4., SHT. 99 y� SEE TABLE 6., SHT. 9 �SEEETTABLE 6., SHT. 9 HEAD �ZON —t —ZONE �1 �ZZON 1 ZONE �Z21 } JAMB ZONE "A" } I ,A /' OR OXX \\ } JAMB ZONE B " <XXO )1 x la wx I , 7 / . \\ 1 1 JAMB ZONE-13' 0 OXXO N �m -i x 7 \■ / „ V YN • 1 ti• —Y SILL SILL "E" ZONE "F' "E" ZONE °D" ZONE "F" °E" °E° ZONE "F' ZONE "P SEE TABLE 7., SHT. 9 SEE TABLE 7., SHT. 9 SEE TABLE 7., T.9 • • "• • • SH ALSO USED AS AN EXAMPLE OF ANCHORAGE FOR A 93,14-I UNIT, 71 3/4"W 70C DOOR WITH 19"W SIDE LITES (SEE SOLUTION ABOVE) 14" ELCO TAPCONS 2.1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS ' • • • EXAMPLE - ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19" x 83 314" SIDE LITES 'B' AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; B. 71 314'x83 3/4" XX DOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET 9, EACH °F' ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2+6+6 +2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. NOTES: 1. APPROVED ANCHOR TYPES ARE 1.1 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (ALL): 131/4' MAX. FROM CORNERS AND 231/8" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX FROM CORNERS, 9' MAX. FROM ASTRAGAL CENTERS AND 20 7/8" MAX. O.C. HEAD & SILL OF SIDE LITES: 6" MAX FROM CORNERS AND 24 3/4" MAX O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. ado x 1991a< Dace reser Awakes NOC4YWGE THIS SHEET: aFat bloat* FJC Dam 7/17/07 RwYne A •atioaSp CHANGE WY OR WC ANGHORZONE FROM V TO V. ADD ANCHOR TYPES 7i7SW.VNDN Das 621107 120 TECHNOLOGY OR NB mama FL94278 P.0 BQX 1618 NOKOME4 R.9Q F4 P_ IGT • • •• •• •••••• • • • • • ANCHORAGE, CONFIGURATION, • • • ALUM. FRENCH DOOR 8r SIDE UTES, YMPACT FOfa/ INTS Steed 8 d 10 11005-1 I B NOM • _ ? ••• t *,I Elide P/odflt • • • • • • •• • • • • • •• • • • • TABLE 3. X DOORS GLASS TYPES ANCHOR TYPE x3. WOO) & SUBSTRATE A, B,C,D (ALSO X D OLASS 'TYPES ANCHOR TYPE CONC & SUBSTRATE DOOR WIDTHS - 25.60 TO 37.50 LOAD ZONES 1� WIDTH x Ht X U • W DOOR WIDTHS %ON - 47.75 TO 71.75 2,3, WOOD 1,2 CON-.. LOAD ZONES TABLE S.0 SIDE LITE GLASS TYPES ANCHOR TYPE & SUBSTRATE A, B, C, D 2,3, WOOD 1,2, CONC TABLE S. XO & OX GLASS TYPES ANCHOR TYPE Z3. WOOD & SUBSTRATE A, B, C, D 1,2, CONC TABLE 7.0X07 XXQ, OXX APPROVED ANCHOR TYRES: & OXXO WIDTH X HT. 26,50 x 79.75 83.76 87.75 91.75 95.76 27.50 x 79.75 83.75 87.75 91.75 95.75 29.60 x 79.75 83.75 87.75 91.75 95.75 31.60 x 79.75 83.75 87.75 91.75 95.76 33.50 x 79.75 83.75 87.75 91.75 95.75 35.50 x 79.76 83.76 87.75 91.76 95.76 37.50 x 79.75 83.75 87.75 91.76 96.76 5 6 6 5 8, 5 5 5 6 8 6 5, 6 6 8 5 6 6 6 7 6 B 6 7 7 6 6 6 7 7 6 6 7 7 7 2 2 2 2 2 2 2 2 2 2 7 7 7 7 7 7 7 7 7 7 2 2 2 2 2 8 8 8 8 8 2 2 2 2 2 8 8 8 8 10 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 8 8 8 10 10 8 8 8 10 10 8 8 10 10 10 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 2 2 2 2 2 2 2, 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 5 5 3 3 6 5, 6 3 5 5 5 5 3 5 6 5 5 6 5 6 8 5 5 6 5 5 5 *sal Pc Rana* F!4 Ones DAr *Mom Rodskos • 47.75 x 79.75 83.76 87.76 91.75 95.75 51.75 x79.75 83.76 87.76 91.75 95.75 65.76 x 79.75 83.76 87.76 91.75 95.75 59.75 x 79.76 83.75 87.76 91.76 95.76 63.75 x 79.75 83.75 87.76 91.75 95.76 87.76 x 79.75 83.76 87.75 91.75 9CL76 7 8 10 1.76x78.7 8 8 4 3 8 66 6 9 4 87.75 6 5 9 4 3 5 91.76 7 8 10 4 3 5 95.757 6 10 4 3 5. 4 3 8 4 2 3 imams LOAD JONES - 10.75 TO 36.75 WIDTH x Ht I8 m DOOR WIDTHS - 25.60 TO 37.50 LOAD ZONES SIDE LDE WIDTH x Ht Cu la 4 O O X c NS MASS 'TYPES A, B, C, D ANCHOR7YP 2,3, WOOD 1,z, CONC 2.1/4° ELCO SS4 CRETE -FLEX & SUBSTRATE MASONRY ANCHORS DOOR WIDTHS °X - 26.50 TO 37.50 °XX° - 47.75 TO 71.75 la LOAD ZONES SIDE LITE WIDTH x HL O O !11 X 6 4 7 4 2 3 5 4 7 4 2 3 5 4 7 4 2 3 5 4 7 4 2 3 6 4 7 4 2 3 6 4 7 4 2 3 6 4 7 4 2 3 6 4 7 4 2 3 6 4 7 4 3 5 5 4 7 4 2 3 5 4 7 4 2 3 5 4 7 4 2 3 6 4 7 4 3 5 8 4 8 4 3 5 5 6 8 4 2 3 6 6 8 4 2 3 6 5 8 4 3 5 6 6 8 4 3 6 B 5 8 4 3 5 6 5 8 4 2 3 6 5 8 4 3 6 B 6 8 4 3 6 6 6 8 4 3 5 1 8 10 4 3 5 6 5 8 4 3 5 8 5 8 4 3 5 6 6 8 4 3 5 7 6 10 4 3 5 10.76 x 79.76 83.75 87.75 91.75 95.75 12.75 x 79.75 83.75 87.76 91.75 95.76 19.00 x 79.75 83.75 87.76 91.75 95.75 21.75 x 79.75 83.76 87.76 91.75 95.75 27.75 x 79.75 83.75 87.75 91.75 95.76 38.13 x 79.75 83.76 87.75 91.75 95.75 38.75 x 79.75 83.75 87.75 91.75 95.76 4 1 1 1 4 4 4 4 2 2 2 2 NO CHNIZETlOB8HEE7. Raw 8* FJC 37M7 Ants ac A AOOAL80MWITx8,E670 TAME 4,T' CHANf;ETABLE& HEAD ZOPE 'O°7017 AND txx19W REFERENCE ADD Ve 7DANONORTYPE& FJC Das 2.7fi7 621197 2 4 2 4 2 4 2 4 2 4 2 2 2 2 2 2 4 4 4 4 4 2 2 2 2 2 2 2 2 2 2 4 4 4 4 4 2 2 2 2 2 2 2 2 2 2 3 3 3 4 2 4 2 4 2 4 2 4 2 4 3 4 3 4 3 3 3 3 3 3 4 3 4 3 4 3 4 3 3 3 1070 TECHNOLOGY DRIVE NO1COM, R.3475 P.0.8gx1529 N00:404 8.3674 4 3 4 3 4 3 10.75 x 79.75 83.75 87.75 91.75 95.75 12.75 x 79.75 83.76 87.75 91.75 95.75 19.00 x 79.75 83.75 87.76 91.75 95.76 21.75 x 79.75 83.75 87.76 91.75 95.75 27.75 x 79.76 83.76 87.75 91.75 96.75 38.13 x 79.75 83.75 87.76 91.75 95.75 36.75 x 79.75 83.75 87.75 91.75 95.75 Pc-T VtdbdyEetter 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 6 5 5 6 5 6 8 8 6 7 7 7 8 6 7 7 7 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 4 4 6 6 6 4 4 5 6 6 4 2 4 2 4 2 4 2 4 2 42 4 2 4 2 4 2 4 2 4,2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 10.76 x 79.76 4 2 83.76 4 2 87.75 4 2 g 91.76 4 2 95.76 4 2 12.75 x 79.75 4 2 83.75 4 2 87.75, 4 2 91.75 4 2 95.76 4 2 19.00 x 79.75 4 3 83.75 4 3 87.75 43 91.764433 95.75 4 3 21.75 x 79.76 4 3 83.75 4 3 Q oO N 5 0: O 87.75 4 3 91.75 6� 3 0 95.75 6 3 ed 27.75 x79.75 5 3 83.75 6 3 87.75 6 3 91.75 8 3 96.75 8 3 36.13 x 79.76 6 4 83.76 8 4 87.75 7 91.76 7 5 95.75 7 36.75 x 79.75 6 4 83.75 8 4 87.75 7 e 91.76 7 • 95.75 7 4 4 2 4 2 4 2 4 2 4 2 4 2, 4 2 4 2 4 2 4 2 2 2 2 2 2 2 2 2 2 3 3. #12 SCREWS (G5) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. •Pate .mod as mmpyIn with Um Cads ••• Mud Dods Prods* • • •• a • • • • • • • i ANCHOR QUANTRYLOAD ZONE 7:4BLES� ALUM. FRENCH DOOR & SIDE UTES, WAG"' 141101 anis NA 9 d 10 u°eaTa 11005 -1 fie B 2X WOOD BUCK, NOTE 2 3.4 KSI MIN. CONC. 1 318" MIN. 1X WOOD BUCK, NOTE 2 1/4" MAX SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 DOOR HEAD (WOOD) 1 3/8" 1/4" MAX SHIM —1 MIN. WOOD ANCHOR ON STAGGERED CENTERS, TYPE 2 OR 3, NOTE 1 CONC ANCHOR ON STAGGERED CENTERS, NOTE 1 Err. 1X WOOD BUCK, NOTE 2 1 3/8' TYPE 1 1 3/4" TYPE 2 --f 114" MAX SHIM CONC. ANCHOR, NOTE 1 DOOR HEAD (CONC) 1/4' MAX. SHIM IVA M■011 111.11,311,1/1.: im) MI I I, IV .4. • • • 4 we MIN. E.D. ..!.•.;.* II, 1.5 KSI MIN. CMU OR 3.410 MIN. CONC. 1 1/4" TYPE 1 OR 2 (CMU) 13/8" TYPE 1 (GONG) SIDE LITE HEAD (WOOD) 1 3/4" TYPE 2 (CONC) 2X WOOD BUCK, NOTE 2 3.41(81 MIN. CONC. 1X WOOD BUCK, NOTE 2 1 3/8" MIN. 1/4" MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 311" MIN. E.D. DOOR JAMB (WOOD) DOOR JAMB (CONC) EXT. WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 CONC. ANCHOR, NOTE 1 EXT. NOTE 3 1/4° MAX. SHIM 7114° MAX JA, . v _t = 1 3/8" TYPE 1 .. ,:, 1 3/4" TYPE 2 ,... . -:. ....3.1. 3/8' MIN. 114' MAX. SHIM 13/8" MIN. CONC. ANCHOR, NOTE 1 2X WOOD BUCK, NOTE 2 EXT. SIDE LITE JAMB (WOOD) WOOD ANCHOR TYPE 2 OR 3, NOTE 1 WOOD ANCHOR, TYPE 2 OR 3, NOTE 1 13/4" 1 1 3/4" MIN. E.D. 1 3/8" TYPE 1 1 3/4" TYPE 2* 1/4" MAX. SHIM CONC. ANCHOR, NOTE 1 SIDE L TE HEAD (CONC) 1 1/4" TYPE 1 OR 2 (CMU) 13/8" TYPE 1 (CONC) 1 3/4' TYPE 2 (CONC) 41161. I 111 , MIN. ED. WM' '14M 1011 1.6 KSI MIN. CMU OR 314° MIN. E.D. 3.4 KSI MIN. CONC. 1/4" MAX. SHIM 1X WOOD BUCK, NOTE 2 EXT. SIDE LITE JAMB (CONC) CONC. ANCHOR, NOTE 1 1X WOOD BUCK, NOTE 2 1/4" MAX. SHIM 2X WOOD BUCK, NOTE 2 - MIN. E.D! 3.4 KSI MIN. CONC. DOOR SILL (WOOD) DOOR SILL (CONC) 1 3/13* MIN. 3A KSI MIN. CONC. 1/4" MAX. SHIM 1 .,4 3/8" TYPE 1 • 7:.1 314" TYPE 2 2X WOOD BUCK NOTE 2 —1 1 we SIDE LITE SILL (WOOD) MIN. E.D. • . 1 NOTES: SIDE LITE SILL (WC) "No 1.CL • • • • • 1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4" TAPCONS EMBEDDED 13/8" MIN. (TYPE le es tc§S4 CRETE-FLEX EMBEDDED 13/4" MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 13/4". FOR WOOD INSTAUATIONS USE #12 SCREWS, 85 (TYPE 3) OR ELCO 1/4" SS4 CRETE-FLEX ANCHORS EMBEDDED 1 3/8" MIN. (TYPE 2). •••• 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOtlisgrald DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON-SHRINK, NON-METALLIC GROUT (3400 PSI MIN.), (DONE WOW" MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBFRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDIrelltr 41: • • Approved as odept, ;is; with the • Cede eVete ZOO • • • • Awed* De& ltaadliT FX Dabs Wf8/01 Maslow NO CROWE 14413 SHEET. Rao AA FX DamoliF F.K Dar 13114147 Dslc 212W7 fisaks A NEC. TYPE1 412EI0 EX ONCONC. DETAILS. SPEC TYPE 24{4 I ON WOOD DETAIL& ADD ANCHOR MEMNON 1. ch.fta aft 421/07 1070 TECHNOLOGY VANE WAWA FL 34275 P.O. BQX 1619 NOKCAINA FL 3074 ANCHORAGE DETAILS • • • • ALUM. FRENCH DOOR & SIDE LITET, IMPACT Ibbabbb FD101 *Mr NTS store 10 d 10 ograms yaw 11005-1 I B • a. • • • • • • •••• • • ii/ • ill • • • • • 4 • OOOOOO • • 0b01fL Clark*.E. • • fp • PE #39712 • • Stop:tura! 1 1111111111111111111111111111111 11111 1111 1111 CFN 2008R0684119 OR Bk 26533 Ps 0308; (1ps) RECORDED 08/22/2008 090823 • HARVEY RUVIN, CLEW OF COURT MIAMI-DADE COUNTY, FLORIDA • LAST PAGE NOTICE OF COMMENCEMENT A Iiir.CRDEOCOPY MP( IIE PoS1E. Win OMR HUM (IF raisf NEFBAzN . - SEP 11 NM PERMIT NO-a 170( FpUON0.1 1 )o( 0 543• 00 ' - -• • .. .. ..... ......:-......._ - N4 s 076- va_d_ie SINECFFLOEin,ar malty oxikaios-DADE: 11-E UNDERSIIGNED hereby gives nolicelbat impitivementsvAll ben-rale-to certairueal 13113peity. anclin acuoidance clopter713 , RoddeSlanlefelkuitighturtrairlqn is provided in tits' Norm ofearnmencernekt. 1 Legal description. of property and street/:rich or reb 47I 5T 2 Desxiiption of improvement • A 3. Ownerfs) name and addres. 3°1 Internat. in property: Name aid address of feesimpie =et-wider: - 4 .c.0.1b-actaeoriameammladciress:- &Surety: (Payinerabondrequired by owner Name and addresm ArnOunt of bond 6. Lender's name and addriesw 7- Persons wilhin The state of Florida deskinated by Owner upon . provided by Section $9,,latt)tiM. EInidaStaULeS . - Name and addres 8.. In addition tobiiuself, Owners designates the follog in section T13.13c1xtil, Roma Stafi.ates: Name and address: 9_ EXpiratien date Of ibis Natio' e of tronripfaicernent (ttreerpire Ilan date IS sPectTled) la 1 year from itie date of recon:Ung unless a Of of Print Owner's Name ' Irvorrtto and subscribed beful'e rne this in- aay of ;sores •PlePEgedb 20 -P-t - Notari Public Part NOtacis Name My cc-Ai-omission PP4;