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WS-08-1346Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Project Address Parcel Number Applicant 10401 4 Avenue 1122310150 Miami Shores, FL Block: Lot: Owner Information Address Phone Cell JACK SITES 10401 NE 4 AVE MIAMI SHORES FL 33138 -2012 $ 57,000.00 Contractor(s) ROLLADEN INC Phone (954)454 -4220 Cell Phone Building Department Copy Type of Work: WINDOWS No of Openings: 21 Additional Info: IMPACT Classification: Residential Fees Due CCF Education Surcharge Expired Permit Renewal Fee Permit Fee Scanning Fee Technology Fee Total: Amount $34.20 $11.40 $310.00 $310.00 $15.00 $7.75 $688.35 Authorized Signature: Owner / Applicant / Contractor / Agent .... ............... ...................... ...................... ...................... Expiration: 1010312009 Invoice # WS -4-09 -34440 $ 310.00 $ 310.00 $ 0.00 Check #: 1991 Total Amt Paid Amt Due WS -7-08 -32415 $ 378.35 $ 378.35 $ 0.00 Check #: 1588 Valuation: Total Sq Feet: JACK SITES Available Inspections: Inspection Type: Window Door Attachment Final Shutters Shutter Attachment Final Final In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants , or employes . I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. April 03, 2009 Date 0 April 03, 2009 1 Project Address 10401 NE 4 Avenue Miami Shores Village, FL Owner Information Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795 -2204 Parcel Number 1122310150100 Block: Lot: 10401 NE 4 AVE MIAMI SHORES FL 33138 -2012 Contractor(s) ROLLADEN INC Phone CeII Phone (954)454 -4220 Type of Work: WINDOWS No of Openings: 21 Additional Info: IMPACT Classification: Residential Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $34.20 $11.40 $310.00 $15.00 $7.75 $378.35 Building Department Copy stm t Nt ,WS-7 8- P rrnit Typea Willii l+� h Work Cla ssfffcaflotx 1Nindc a Perm Sta OV AM 1 2 209 C,K1 MIAMI SHORES VILLAGE Authorized Signature: Owner / Applicant / Contractor / Agent Phone Expiration: 02/07/2009 Applicant JACK SITES CeII Valuation: Total Sq Feet: $ 57,000.00 0 Available Inspections : or D Inspection Type: Final Shutters Shutter Attachment Window Door Attachment Final 1 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. August 11, 2008 Date Monday, August 11, 2008 1 - 17.4q1( 'rt <Aiti KrtIN BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 7952204 Fax: (305) 756.8972 Master Permit No. Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) Owner's Address 5 ress 3 City, (f l 7 l v AES State g/ Zip 33 /3R Job Address (where the work is being done) 10•916 / // E. 7 r4(0 neuE City Miami Shores Village County Miami -Dade FOLIO / PARCEL # //- 003/ -- 0/5 ®/ ® D Is Building Historically Designated YES NO Contractor's Company Name a? Contractor's 3 Address Ci 1-j l Type of Work: Describe Work Notary $ Scanning $ Bond $ Structural Review. $ Training/Education Fee $ Radon $ Code Enforce 6 p` Value of Work For this Permit $ t 0. Submittal Fee $ Permit Fee $ „`Q ^^��t.4O C.� Isa 6 MIAMI SHORES VILLAGE le Fee $ Permit No.V I SO& l p Phone # 3®5 -151- 820 ' Tenant/Lessee Name Phone # Zip / Phon # 7� ' /S '/ J s ; tY A' , State / s Zip 33e P) 9 Qualifier Name 6'i/i to C(/Z/q-A/ State Certificate or Registration No. CGC Q 0 '9 ti g Certificate of Competency No. Phone # 9sy 7 Pi yji $' Architect/Engineer's Name (if applicable) 4 / 14 p 0 6 Phone # a?) �, v-g � (9 Square / Linear Footage Of Work: ['New Repair/Replace Addition CCF $ 34.90 CO /CC Technology Fee $ 1:15 • Demolition Zoning $ tal Fee Now Due $ 57)(' 3U See Reverse side ---> JUL 222B BY: Signature Sign: Print My Commission E' (Revised 02/08/06) IA MORENO z;C. yy� (9„Vomm #DD0491355 APPLICATION APPROVED BY: /0 fig Bonding Company's Name (if applicable) Bonding Company's Address City State Zip M f# Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS. and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done 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 whi .' occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be ' • e • 1 - d a reinspection fee will be charged or Agent The foregoing instrument acknowledged before me this / day of 20Q2,byPly, , `ra. who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Signature for The foreg pg instrument b knge (J eore me ,�/ day of 20Qwas � a , owledd before this by ' /l Z who is persona ly known to me or who has produced if as identification and who did take an oath. NOTARY PUBLIC: MAR j MORENO k . Si - pct 1 .AY �l�iri 1 T!• inn. �i� - - :! iCi R thru ($00)432.4254 Print' I '!r = • 8001432.4254 g/‘ 6 DD0491355 Plans Examiner Engineer Zoning Reviewer: Claudio Grande C.B.O 305 - 795 -2204 Ext 1430 Miami Shores Village Building Department BUILDING CRITIQUE SHEET Kt 5O N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. O - -/3V4. Job Name Date � i.0 c/ c% r k,- E C= .0 W-0-0 4-3 SA40 4-& i (P 044 v,cJ i s l Ce . ; i Lo cAls_ /2 S dael 0 v i,v /1 4/24 A RECORDED COPY MUST BE POSTEO ON THE JOB SITE AT TIM OF FIRST INSPECTION 4 PERMIT NO. name rotary Public: Wary Stamp) TAX FOLIO NUMBER: it-a/31-0/5 -Ciao n me NOTICE OF COMMENCEMENT 1111111 11111 11111 11111 11111 11111 1111111111111 STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information Is provided in this NOTICE OF COMMENCEMENT. 1. Legal description of property and street address: ree addre J\4' Leval descrfntlon; Lot: lock: 2. Description of improvement~ install hurricane shutters 3. Owner(s) name and address: (name) C / i address / C-24 / 43 / .COL F , Interest in property: C�GG7 �tG��2 Nance and address of fee simple titleholder: 4. Contractor's name and address: Rolladen: Inc. 550 Ansin Blvd., Hallandale.- FL 33009 5. Surety: (Payment bond required by owner from contractor, if any) n/a 6. Lender's name and address: n/ 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.12(1)(a)7., Florida Statutes. ddr - s 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 213.12(1)(a)7., Florida Statutes. address 9. Expiration date of this Notice of Comore cement: (the expiration date is 1 year from the date of recording u nless a different date is specified) Signature of Owner: 'rint Owners Name: ;worn to and subscribed b fore me t d7 � f r rJ vR OP! . LERK, , HA A 2 rcuit a ikD u CtE ".R G U D W ," tlr P{1 ' .. ± rb +. *?rfl tot ,1 Bonded fire Budget Services •e day of Subdivision: STATE OF FLORIDA, COUNTY OF DADE BY CERTIF at this 4s py of ti CFN . 2008R0334497 OR Bk 26341 Ps 2469; tips) RECORDED 04/23/2008 15 :28:11 HARVEY RUVII4v CLERK OF COURT NIAI°II -DACE COUNTY? FLORIDA LAST PAGE Prepared by and return to: D.C.. golladen, Inc. 550 Ansin Blvd. Hallandale, FL 33009 TOTAL CONTRA T ra DEP•SI, °I o . -o u . •••••• ST M TION I � • • *• - - • • 1 BALANCE TO BE PAID TO IiWSTAhLER • • • • •� • • • I Installation to begin in approximately weeks • ta from date of receipt of deposit. This is only an estimated time and you will be contacted to schedule the actual installation date. CHECKS SHOULD BE MADE PAYABLE TO ROLLADEN, INC. Customer Name: 1.-"illeK Job Name: � , � l Billing Address: 1 4/4 -0 41 5l O*.gb Telephone: Other Phone: We propose to furnish and install the following: WNW BLDG DEPT SUBJECT TO COM Special Instructions: ROLLADEN, INC. WINDOW SALES AGREEMENT b Address: Property Owner: OPENING # l 3 '7 x 4 9 J 9,4 9/ SERIES ) 7/ _ � 2 eerkpig 1 7 1(D NDOW SIZE WITH X HEIGHT Z 5 lV � � x 39 s1. 3S FRAME COLOR WTI PO ee 4( ee a et GLASS COLOR geAy. e. dt e ee to GLASS TYPE a 1Q 4 a ee Qd SCREENS Y Y v v COLONIAL MUTT. • •• • • igh work required: YES O NO L7, _Floe fbuua' K.• • • • TERMS OF PAYMENT: BALANCE OF PAYMENT IS DUE UPON INSTALLATION. In those cases where the Building Code requires a final building inspection a maximum of ten percent (10 %) of the contract amount may be retained pending completion of same. Purchaser agrees to pay a late fee equal to 1 Y2% per month on the unpaid portion of the purchase price from the date the installation of the window(s) was completed by the installer to the date of payment and clearance of funds. Products are to be installed on the premises situated in County, State of Florida owned by Purchaser and described as: Lot Block SubDivision Folio # CONTRACT SUBJECT TO ADDIONAL TERMS ON REVERSE SIDE "BUYERS RIGHT TO CANCEL" This is a home solicitation sale, and if you do not want the goods or services, you may cancel this agreement by providing written notice to the seller In person, by telegram, or by mall. This notice must indicate that you do not want the goods or services and must be delivered or postmarked before midnight of the third business day after you sign this agreement H you cancel this agreement within the three business days, the seller may not keep all or part of any cash down payment This shall constitute a contract only when signed by both parties. Only fully paid contracts will activate warranty coverage. Payment in full at installation completion is understood and accepted as the 'Payment Tenn° unless otherwise agreed • TOTAL CONTRACT AMOUR.• • • • $ •— . • $• • • • ••••• • • • DEPOSIT – 1/3 INIMUM RedottED • ! • . 1/3 DUE •, TO'COMMENOEMENT OF INS ALLATION • • • $ • i — • • • E TO BE PAID TO.INST,aLLER • • •• •• • .$ • • • Installation to begin in approxima t - 1y • • •to . - from date of receipt of deposit This is only afl serrated time and you will be contacted to schedule the actual installation date. CHECKS SHOULD BE MADE PAYABLE TO ROLLADEN, INC. ro„aae` WINDOW SALES AGREEMENT �°� +' Customer Name: / Job Name: Billing Address: / / �� A L Job Address: /,4 / ,ie:2 33/3 Telephone: Other Phone: We propose to furnish and install the following: OPENING # II /214 (25 IZ. e (2,D I3 SERIES e ici / elW 7E 'YR '7/ 7" 'Toy' I'vv J 7111 �IRL ell rTi t' '2'f® / G7--� WINDOW SIZE WITH X HEIGHT 56)< 3-6)(4 ( 75'>i 5 c) '7Z) 32- "72A 4-.(O 6 z6 36)E 2.6 d "1) 4 /0 FRAME COLOR It e tt 1 1 C et e1 4 r GLASS COLOR ee e a of le et dt GLASS TYPE P! ap et a fr At et SCREENS Y AJ COLONIAL MITT. edstei A/ Special Instructions: TERMS OF PAYMENT: BALANCE OF PA requires a final building inspection a maxi of same. Purchaser agrees to pay a late the installation of the window(s) was complet ROLLADEN, INC. Property Owner: Is high work required: YES O NO Q Figor of buitdigg� • • •• • • • • • • • •• • ••• • • UPON INSTALLATION. In those cases where the Building Code m,� • cent (10 %) of the contract amount may be retained pending completion 1 per month on the unpaid portion of the purchase price from the date �• the installer to the date of payment and clearance of funds. Products are to be installed on the premises situated in County, State of Florida owned by Purchaser and described as: Lot Block SubDivision Folio # CONTRACT SUBJECT TO ADDMONAL TERMS ON REVERSE SIDE "BUYERS RIGHT TO CANCEL" This is a home solicitation sale, and if you do not want the goods or services, you may cancel this agreement by providing written notice to the Mier in person, by telegram. or by mil. This notice must indicate that you do not want the goods or services and must be delivered or postmarked before midnight of the third business day after you sign this agreement If you cancel this agreement within the three business days. the Mier may not keep all or part of any cash down payment. This shall constitute a contract only when signed by both parties. Only fully paid contracts Ina activate warranty coverage. Payment in full at installation completion is understood and accepted as the 'Payment Term" unless otherwise agreed • TOTAL CONTRAC i AMOUNT � $ • • DEPOSIT —1 IMUM RE bfl ED • •••••• •• V • • • 1/3 1 t . RIOR To COMMtl ICCMENT Of • ATION • •..• • '$ •' • . • • • • i ALANCE TO BE PAID TO•INSTALLER • • • • • •• •• .$. • • Installation to begin in approximately • • • to weeks from date of receipt of deposit. This is only an ess mated time and you will be contacted to schedule the actual installation date. CHECKS SHOULD BE MADE PAYABLE TO ROLLADEN, INC. Customer Name: y 4cX vz° Job Name: '&0% ' Billing Address: /C>4'QJ Job Address: Telephone: Other Phone: Property Owner: We pro op se to furnish and install the following: OPENING # Special Instructions: ROLLADEN, INC. WINDOW SALES AGREEMENT 3.4:6 /9'4 /96 /9c— /92 /gam /9? J9X SERIES HIT ' 17w• r7 T Pity 'Z® -t ("P'cZr 1 1 7 WINDOW SIZE WITH X HEIGHT /// X 3'7 XoX X 5Z x 52_ 533x32 X'7'6 5'3x 76 3 �t '7S -5 76 FRAME COLOR et t' et et 4 B 4 GLASS COLOR go-Y IL 44 4 a et et GLASS TYPE de a 4 et ! e e 1 S p 01 SCREENS ./ COLONIAL MUTT. e4 •••• Is high work required: YES 0 NO Q Floor of bulldipo• •••••• • • • • TERMS OF PAYMENT: BALANCE OF P UE UPON INSTALLATION. In those cases where the Building Code requires a final building inspection a maximu of t= / percent (10 %) of the contract amount may be retained pending completion of same. Purchaser agrees to pay a late fee al to 1 per month on the unpaid portion of the purchase price from the date the installation of the window(s) was completed by the installer to the date of payment and clearance of funds. Products are to be installed on the premises situated in County, State of Florida owned by Purchaser and described as: Lot Block SubDivision Folio # CONTRACT SUBJECT TO ADDITIONAL TERMS ON REVERSE SIDE "BUYERS RIGHT TO CANCEL" This is a home solidtation sale, and if you do not want the goods or services, you may cancel this agreement by providing written notice to the seller in person, by telegram, or by mall. This notice must lndkate that you do not want the goods or services and must be delivered or postmarked before midnight of the third business day after you sign this agreement If you cancel this agreement within the three business days, the seller may not keep all or part of any cash down payment This shall constitute a- contract only when signed by both parties. Only fully paid contracts wf activate warranty coverage. Payment in full at installation completion is understood and :accepted as the °Payment Tenn° unless otherwise agreed Customer Name: j7 7 OE3 �� Job Name: Billing Address: /4'/ - J ob Address: t/ /1-0 4? s 14-oet s, 3 3 r 3 8 Telephone: 3es- 757 " 8$4 Other Phone: We propose to famish and install the following: OPENING # /9 /IA/ /9c /49' P 2/ SERIES pfsi v Ft ` WINDOW SIZE WITH X HEIGHT 55x98 53x 53 x Z1 ;3x Z 5 2 1 /11.k 3 '7 XOX FRAME COLOR C,%1)+1178 . ee mt e:d ee e CO S G RAY GmeetY-c_ gw -Y C;R4Y`� GLASS TYPE et et BB SCREENS A/ COLONIAL MUTT. A/ N A/ Is/ A/ Ai Special Instructions: ROLLADEN, INC. WINDOW SALES AGREEMENT Property Owner: S w 7 r:)e e v =' eve Is high work required: YES ❑ NO ❑ Floor of Willing: • TOTAL CONTRACT AI110tI DEPOSIT —1/3 MINIM •••• • • • • • • Va 5% 1/3 DUE PRIOR TO CdMIVACEMEN F • I $ INSTALLATION • • • • .. I / "°5 • BALANCE TO BE PAID:TO TNiTALLER. • • • $ S6•.45 Installation to begin in' Mapco mately ( to • • .weeks from date of receipt of deposit. is Is en estimated a dnd you will be contacted to schedule the actual il1$tallbtion date. CHECKS SHOULD BE MADE PAYABLE TO ROLLADEN, INC. • TERMS OF PAYMENT: BALANCE OF PAYMENT IS DUE UPON INSTALLATION. In those cases where the Building Cod requires a final building inspection a maximum of ten percent (10 %) of the contract amount may be retained pending completic of the same. Installation Purchaser o f the window(s) pay was completed by the installer to the date of the and portion of the clearance orffunds. price from the dal thon Products are to be installed on the premises situated in County, State of Florida owned by Purchaser and described as: Lot Block SubDivision Folio # CONTRACT SUBJECT TO ADDITIONAL TERMS ON REVERSE SIDE "BUYERS RIGHT TO CANCEL" This is a home solicitation sale, and if you do not want the goods or services, you may cancel this agreement by providing written notice to the seller in {person, by telegram, or by ma This notice must indicate that you do not want the goods or services and must be delivered or � before midnight o f t s he sh third business s da cant after o when si ag ree by t. I you cancel this agreement within the three business days, the saner may nur ncxy au -- i� • t ract o unless otherwise agree parties Only fully paid contracts will activate warranty coverage. Payment in full at installation completion is understood and accepted as the bo ROLLADEN SHUTTERS 550 ANSIN BLVD. HALLANDALE, FL. 33009 ROLLADEN SHUTTERS 550 ANSIN BLVD. HALLANDALE, FL. 33009 BUILDINGS EQ L-ES EET HIGH ZONE 4 WIND VELOCITY = 146 MPH ` BUILDINGS_ !_ -_ -!_� - __._ , 60 FEET HIGH ONE 5 WIND VELOCITY = 146 MPH WIND LOAD TABLES FOR SHUTTERS AND WINDOWS AND DOORS -FBC 2004,HVHZ, ASCE 7 -02 WIND LOAD TABLES FOR SHUTTERS AND WINDOWS AND DOORS -FBC 2004,HVHZ, ASCE 7 -02 AREAS IN EXPOSURE "C" IMPORTANCE FACTOR =1 HEIGH IN FEET AREAS IN EXPOSURE "C" IMPORTANCE FACTOR =1 11 20 30 40 50 60 70 80 100 co) 20 30 40 50 60 70 80 100 +46.5`' +44.4 +43.8 +42.5 +41.6 +41.2 +40.8 +40.3 +39 / +46.5 +44.4 +43.8 +42.5 +41.6 +41.2 +40.8 +40.3 +39.5 \50.4/ - 48.3 +47.3 -47.4 +46.3 - 46.5 +45.4 - 45.6 +44.4 - 45.2 +43.9 - 44.7 +43.5 -44 +43.0 -43.4 +42.1 62.2 j -58.0 -56.1 -54.2 -52.4 -51.6 -50.8 - 49.9 -48.3 +49.6 +49:6 +47.3 +46.3 +45.4 +44.4 +43.9 +43.5 +43.0 -53.6 -51.5 -50.5 - 49.6 - 48.6 -48.1 -47.7 -47.2 -46.3 - 66.3 -61.8 -59.8 -57.9 -55.9 -55.0 -54.1 -53.3 +42.1 -51.5 25 +51.6 +49.5 +48.5 +47.4 +46.4 45.9 +45.5 +45.0 +44,1 2 +51.6 +49.5 +48.5 +47.4 +46.4 +45.9 +45.5 +45.0 +44 -56.2 -53.9 -52.9 -51.9 -50.9 - 50.4 -49.9 -49.5 -48.4 -69.4 - 64.7 - 62.6 -60.6 -58.5 -57.6 -56.7 -55.7 -53.9 30 +53.8 +51.4 +50.3 +49.3 +48.2 +47.7 +47.2 +46.7 +45.7 30 53.8 +51.4 +50.3 +49.3 +48.2 +47.7 + +46.7 +45.7 -59.2 -55.9 -54.9 -53.8 -52.8 -52.3 -51.8 -51.3 -50.3 -72.0 -67.1 -64.9 -62.8 -60.6 -59.7 -58.7 -57.8 -55.9 35 +55.7 +53.2 +52.1 +51.0 +49.9 +49.4 +48.9 +48.3 +47.3 35 +55.7 +53.2 +52.1 +51.0 +49.9 +49.4 +48.9 +48.3 +47.3 -60.3 -57.8 -56.7 -55.7 -54.7 -54.2 -54.2 -53.1 -52.1 - 74.5 -69.5 - 67.3 -65.0 -62.8 -61.8 -60.8 -59.9 -57.9 40 +57.2 +54.9 +53.6 +52.4 +51.3 +50.8 +50.2 +49.7 +48.6 40 +57.2 +54.9 +53.6 -52.4 +51.3 +50.8 +50.2 +49.7 +48.6 -62.0 -59.5 -58.4 -57.3 -56.2 -55.7 -55.1 -54.6 -53.5 -76.6 -71.4 -69.1 -66.8 - 64.5 -63.5 - 62.5 -61.5 -59.5 45 +58.8 +56.2 +55.0 +53.8 +52.6 +52.1 +51.5 +51.0 +49.9 45 +58.8 +56.2 +55.0 +53.8 +52.6 +52.1 +51.5 +51.0 +49.9 -63.7 -62.0 -59.9 -58.8 -57.7 -57.1 -56.6 -56.0 -54.9 -78.6 -73.3 -72.9 - 68.6 -66.2 - 65.2 - 64.1 - 63.1 -61.0 50 +59.9 +57.3 +56.1 +54.9 +53.7 +53.1 +52.6 +52.0 +50.9 50 +59.9 +57,3 +56.1 +54.9 +53.7 +53.1 +52.6 +52.0 +50.9 -64.9 -62.2 -60.8 -59.4 -58.1 -57.7 -57.3 -56.8 -56.0 -80.2 -74.7 -73.8 -71.4 -67.5 -66.4 - 65.4 - 64.3 -62.2 55 +61.1 +58.4 +57.2 +55.9 +54.7 +54.1 +53.6 +53.0 +51.9 55 +61.1 +58.4 +57.2 +55.9 +54.7 +54.1 +53.6 +53.0 +51.9 - 66.2 -63.4 -62.2 -61.1 +59.9 -59.4 -58.9 -58.5 -57.1 -81.7 -76.2 -73.7 -71.3 -68.8 -67.7 - 66.6 - 65.6 -63.4 60 +62.2 +59.5 +58.2 +57.0 +55.7 +55.1 +54.6 +54.0 +52.9 +62.2 +59.5 +58.2 +57.0 +55.7 +55.1 +54.6 +54.0 +52.9 -67.4 -64.6 -63.4 -62.3 -61.1 -60.5 -59.9 -59.4 -58.2 60 -83.3 -77.6 -75.1 -72.6 -70.1 - 69.0 -67.9 - 66.8 -64.6 TRACY CONSULTANTS, INC. CA #3958 ROBERT N TRACY, P.E., #11363, PRESIDENT 4660 SW 128 AVE., SOUTHWEST RANCHES, FL. 33330 -2302 (954) 434 -5035, FAX(954) 434 -1675, MOBILE (954) 651 -2840 TRACY CONSULTANTS, INC. CA ROBERT N TRACY, P.E., #11363, PRESIDENT 4660 SW 128 AVE., SOUTHWEST RANCHES, FL. (954) 434 -5035, FAX(954) 434 -1675, MOBILE (954) 651 #3958 33330 -2302 -2840 S ias �1 l)I -kot ave‘A‘A...e rk c • • ••• • • • • • 000 • • • • • • • • • • • • • • • • • • - • • • • • • • • • • • • • • ••• •s •• • • • • • j2nA D? -1 1 -16) ••• • •• • • • • • •• • • • • • • no ••• • • • • • • • • • • o • • • •• • • • • I ••• • • • • • • • •• • •• • • • • • • Rolladen Window Schedule i..(FfniTaileijires, die& Unit Dimension Required Design Pressure Tested Design Pressure • • • • Mark Type Height Zone ( +) DP ( -) DP ( +)DP ( -) DP NOA .Glass Thickness Remarks / . /M 7/0 7¢ z.4 4 X3.4 }7.3 . 7s' _ 7'.:.'o'?'.�.' 1.44' - 6 A, 2 Ilk 7/0 74,- 24 4t- 13S 473 75 7s ' 07' o9 ` sit 3 1 //LO /0 71 (v 3 4 / 7 1 41 . 7 1'675" &Mt) 63 �4hArp: ,. 4 P /o/ 40 go g ' # 4S. S' 7S 7s . d7 -No 29 'x'6. tg ..S /-1A 9 7/0 7� e.3 -1 44'7 ,5 63.f0 4.3- ea o7 --0P$ o, s / . /cc to hie7/ '7A 3S S ais 4' 49,.s 75" 75" d 7- Op/s, c y s Z e 7 I "� 7'/0 37 T s 46,5' 49,3_ 7.5 75 07 -o P/5.o 154. M 7/ 3 7 21.f. ' 45 0.3 . 7.5" 7S o 7- oe /S: a 9 S �4 9 f f,°7/0 7:4/ ,...g> S 43.:5 .1 76 7,5 o7 -49/5 oy . 64 /0 , / 7 1 3 �,i5.s 1 7 3 75 75 a7- 9/5.6 7 s /4, /I / ,€'7 /o /// 32 5 424 4-e 6o l 0 O7- oFi67.6 ' % . / Z 11 /1/ 39 5 424 W i t o 6 o d 7-0? /6; 09 S A, / 3 // , ' 7 / o 5 7 L 4 4 5 , , 5 " 49,3 - 7 5" 7S o7 -o4 / 6 9 s 74. /1 Me '7/ 53 €2' # 43•S 423 75" 7S" o 7 -o /S. o5 s�F /5- PA /b/ J5,5" g2 4- 13.5 173 75 75 07-.06 ,to - /4' /lot 7/o 33 38' 4- �,3- g -91 75" 7S o 7 -o6 29. /o - e /7.4 b' 7/0 70- so. s- , :- 4 7s 7s o7 -WAS: 0 - 4 / 73 AV 7o/ 71 0s ¢ .4g 4773 90 go d 7- '1/ ?. o6 2/ / a 4 AA/76 / 54 2 Z ' 4' .15 s -173 Ro go 07- Q4 /go !p 7 A e Rolladen Window Schedule i..(FfniTaileijires, die& Rolladen Window Schedule :�•�eus orIlef�iVl�rn /T7, J/ e,4 Unit Dimension Required Design Pressure Tested Design Pressure Mark Type Height 8z Zone ( +) DP 43 ( -) DP 47 g ( +)DP . ft) ( -) gP ,.. 8`b :. . NOA I •o7 v,,/ a .4 :: pIass Thickness Remarks /16 . Pw701 3 te /9 N.P 7/0 71 z4 S .i3,.s IZS 75 7S o 7 -e"1i� og "5 /i4 70A J/1e 74 .5 4-- 4'2 4e0,- 7s 73 *N !s o,: e . -54 Zoe PW1ol 7i 3/ 1. 4'Z Jo c?0..•v7 -644/ 2 c n z/1 h'Ie /7 71 71 - *c5 2 2 4- .1Z--4 .i ,3.5" 1 4 75" 8-0 75 8'0 67 -0 2/s o 9 0 7-tow e . 04 % 7 A. 2 fi' PA 70/ • Rolladen Window Schedule :�•�eus orIlef�iVl�rn /T7, J/ e,4 W z z m 0 0 U • WhoYhe $SI LE 741 S3 n )c.38 �� I /e) Ro'r Ez f v • • ••• • ••••••• lb *Oar a.'Ga'! .' . " ✓Qu4. •' • •' • oi�a�f/ 1 •• 4 : •• - • • .. • .. . • • • • 4 .0 4 t1(4 ztz ),„ o.� mill • mo m„ tE. 74)c-z) 71 Sa hi-A2#7/4 Abtowa 7p ! row '74/ MIAMS COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Veloci DESCRIPTION: Series APPROVAL DOCUMENT: Drawing No.4127 -10, ti - 1 um - onzon . o er 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 Divisi MISSILE IMPACT RATIN LABELING: Each unit shall bear a arge Missile and Small Missile Impact Resist* MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade s;ov/buildinsc ode s name qr. .••• • • •••• specify, • • • :lid 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 an4 therelftv hepn no change in the applicable building code negatively affecting the performance of this•'rbtuct. • • • TERMINATION of this NOA will occur after the expiration date or if there has be ajoision pr Cage in the materials, use, and/or manufacture of the product or process. Misuse of this NQA.as,an endorsewent of any product, for sales, advertising or any other purposes shall automatically terminates NOA..Bailure to comply with any section of this NOA shall be cause for termination and removal of NM. • •••• • • • ADVERTISEMENT: The NOA number preceded by the words Miami- Dade Tou&y, FI&!da ', •and followed by the expiration date may be displayed in advertising literature. If any portion of the'lsibA 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 =viewed by Manuel Perez, F.E. NOA No 07-0 lration Date: December 21, 2011 Approval Date: January 03, 2008 Page .• • • • • • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMIT - 1'ED , A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. 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. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 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, TAS 202 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 - 94 •••••• 2) Uniform Static Air Pressure Test, Loading pd rF 'C TAS 2 ®2'94 •. 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•2(3 94 : • . • . • • 6) Forced Entry Test, per FBC 2411 3.2.1, TAS !62!94 • • • . • Along with marked -up drawings and installation diagram of XOX ' . • • horizontal sliding window, prepared by Fenestration Testing Lakirmry, Inc., test • • Report No. FTL - 4859, dated 03/08/2006, signed and sealed by Edihutdo .... • • • Largaespada, P.E. • ••. • • • (Submitted under NOA# 06- 0405.06) • • • • • • • • • • • E -1 Manuel P6 Product Control NOA No 07-0: .09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Engineering, dated 10/26/06, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 - 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,.Iaio.,for their series • • "Alum. Horizontal Roller Window, Impact ", approved on 12/21IZ®O6.and wiring on • • 12/21/2011. •••• • •• • • • •. • • • • • •• •• • •• E -2 • • • • • • • • •••• • • • • •••• • • • • • •• • •• • • • • • • Manuel Perez, Product Control Exa NOA No 07- 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 • ar K. Raeder FK Raai B" F.K GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/18° LAMI CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A .060 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 5/I6" LAMI CONSISTING OF (1) LITE OF 1/8' ANNEALED GLASS AND (1) LITE OF 1/8' HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/16' LAMI CONSISTING OF (2) 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) UTES OF 3/16' ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLIDUKEEPSAFE MAXIMUM PVB INTERLAYER E. 7/11i LAMI CONSISTING OF (1) LITE OF 3/16' ANNEALED GLASS AND (1) UTE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER. F. 7116' LAMI CONSISTING OF (2) LITES OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G. 13 LAMI IG: (1) LITE OF 1/8' OR 3/16' ANNEALED (MIN.) GLASS, 5/16' OR 3/8' AIR SPACE AND 5116' LAMI CONSISTING OF (2) LITES OF 1/8° ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 1316' LAMI 10: (1) LITE OF 1/8' OR 3/16" ANNEALED (MIN.) GLASS, 5/16' OR 3/8' AIR SPACE AND 5/16' 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 S.I. FLEX /KEEPSAFE MAXIMUM PVB INTERLAYER I. 13/' 6' LAMI 10: (1) LITE OF 1/8' 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 .1.13/16' LAMI 10: (1) LITE OF 118' OR 3116' ANNEALED (MIN.) GLASS, 3/16' OR 114' AIR SPACE AND 7116' LAMI CONSISTING OF (2) UTES OF 3116' ANNEALED GLASS WITH AN .093 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 3116' ANNEALED GLASS AND (1) LITE OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR 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 7/16' LAMI CONSISTING OF (2) UTES OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: OX, XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 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 FTL -858, FTL-4859 AND FTL -5330. ELCO TEXTRON NON: 0♦p721 .03-e22Ii05 • • • • • ANSI/AF&PA NDS -20011FOR WOOD CCNSIrRIICTR1N• • • ADM -2005 ALUMINUMtESIGN Id1U4L : : : • i • • • A8. THIS PRODUCT HAS BEEN DESIGNEDIPTESTIEMO Ge!PLYNITH•'HL•RL�1bIREMENTS OF THE FLORIDA BUILDING CODE, C4 NTAIRIIOPWN NG THE HIGH VELOCITY ® HURRICANE ZONE (HVHZ). 0 4/1807 Dam 10/17106 W1108 Andsicar seam A Ora", By 0@r Cheesed BY F.K 228/38 J.J. • • ••• ••• • • • • • • C ADD FIL.5330 To I& :11 d tG#10TF B TO cW?pe/T DIT. • • • • • • • • CHANGE TO ASTM. 13004 • • • • • ADD AIR SPACE 01M. NOTE 1. TECH. REF. NOTE 78 NOTE 8. 31281 1 • • • • • • • • • • 1070 gCHOOLOGY ERNE • NOK1•0S, FL 34275 P.0 7931525 NOKOVIS. FL 34274 P T GENERAL p0'I e - ALUM. HORIZONTAL ROLLER WINDOW, IMPACT 4127 -10 I C MI6y Better 9.rab�t ewr seer HR718 NTS 1 d 11 ants* NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS. ........ 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST... ....._ 6 EXTRUSIONS 7 CORNER DETAIL 5 ANCHORAGE_ 8-11 PILOOIICT REVISED cu:n; lymg with Um Florida No O O Iim:i..;r.w Ihm By Miam Di. ?L'1t AP ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• 00 000 • • • 0409 • • f 118' ANNEALED OR HEAT STRENGTHENED GLASS EAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER . -- 61J C1Ai 3 Lt 1/8' ANNEALED OR HEAT STRENGTHENED GLASS � — .090 SOLUTIA OR DUPONT PVB INTERLAYER 118° ANNEALED OR HEAT STRENGTHENED GLASS 5/16' LAMINATED 5/16° OR 3/8' AIR SPACE 1/8° OR 3/16° ANNEALED (MIN.IGLAZS • • • 13/16° NOM. • 13/16° LAMI IG GLASS W/ 5/16° LAMI •. • •• ••• •• • • • • • • 63,64,65 •• ••• • • 1/T NOM. GLASS BITE # 3/16' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16' ANNEALED OR HEAT STRENGTHENED GLASS 7/16' LAMINATED 7/16° LAMINATED GLASS 1/2' NOM. GLASS BITE 3/16' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16' ANNEALED OR HEAT STRENGTHENED GLASS 7 /16' LAMINATED 3/16' OR 1/4° AIR SPACE • • 1/8'or3/1 6' ANNEALED (MIN.)GLASS • • • • • 13/16' NOM. la/16"I4AMI IG GLASS W/ 7/16° LAMI • • • •• a EXTERIOR INTERIOR (ALL SECTIONS) PRODUCTRF.VISED a, uemp;iiag with the Floods A«-l...,',. No O Expamioa Date FE( F.K. 4/1&07 10/17106 Read 4. F.K. ara.n S7 ' F.K. 0/13,06 2/25106 eras B A J.J. NO CHANGE THIS SHEET NO CHANGE THIS SHEET ADD AIR SPACE DIM. TO LAMI IG DETAILS saws I • • • • • • • • • • • 070 TECiiOI•36Y•TR11E NOl1OMM FL 34270 P.O 30X 1820 NOKOMIS. FL 34274 Ookstata GLAZING DETAILS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT abuuatrt HR710 FUJI Sege, uunow 2 a 11 I 4127 -10 Roe C / //i r IV L. Clark P.E. PE 538712 Structural ••• • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • •• •• ••• • • • ••• • • TABLE 1. XOX (1/4,112,1/4) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH 84" 108 318" 108" 111" UP TO 111" UP TO 111" WINDOW WIDTH TO887/10" TO 88 7/16"" WINDOW WIDTH 60" 66" 72" 74" GLASS TYPE A,B,G,H +60.0 +60.0 A,B,G,H A,B,G,H A,B,G,H A,B,G,H C, I D ,E,F, J,K,L GLASS TYPE A,B,C, G,H,I D,E,F, J,K,L GLASS TYPE A,B,G,H UP TO 74" C,D,E,F, I,J,K, L WINDOW HEIGHT 26" +60.0 +60.0 +60.0 +60.0 +60.0 -60.0 -60.0 -60.0 -60.0 -60.0 26" +75.0 -75.0 36" +60.0 +60.0 +60.0 +75.0 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) -60.0 -60.0 -60.0 -60.0 -60. 36" -75.0 38 318" +60.0 -60.0 +60.0 +60.0 -60.0 -60.0 +60.0 -60.0 -61 38 38 3/8" +75.0 -75.0 +60.0 +60.0 +60.0 +60.0 +60.0 +75.0 "b.68/ Aw. ft.... • • • • • - FJG 4/15MT C ADD INTEGRAL FIN OPTION B UPDATE ASTM E 130042 DPs• 9 • • • •070 TECAINOIROMRIVIR NOKOM1* FL 34279 K..seI F .K Realer. F K. 1. 10/1/06 D. 5/13106 "..rsm Roast= REVISE DP TABLES TO ASTM E 1300-02 ADD AIR SPACE DIMENSION GLASS TYPES G THRU L • • • • • P.O. Box 1929 NOKO49S, FL 36274 Onsn Ry Peta^ CT cked* ash. FP( 2 J.J. 323416 -60.0 -60.0 -60.0 -60.0 -60.0 -60.0 -60.0 48" -75.0 • • ••• • 50 5/8" +60.0 +60.0 +60.0 +60.0 +60.0 WINDOW HEIGHT -60.0 -60.0 -60.0 -60.0 -60.0 54" +60.0 +60.0 +60.0 +60.0 +59.5 -60.0 -60.0 -59.5 60 " +60.0 +58.8 +55.2 +54.6 +53.6 -60.0 -58.8 -55.2 -54.6 -53.6 TABLE 2. XOX (1/3,1/3,1/3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) ALL HEIGHTS UP TO TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W! SAME DLO ARE 1" SMALLER) WINDOW HEIGHT 50 518" +75.0 -75.0 • Vuibb Better 54" +75.0 -75.0 60 +75.0 eaw -a•e sae: s." HR7IO I NTS1 3 d 11 -75.0 63" +60.0 +56.2 +52.3 +51.7 +50.9 +60.0 +75.0 -60.0 -56.2 -52.3 - -50.9 -60.0 -75.0 63" +60.0 +75.0 63" +75.0 +75.0 -60.0 -75.0 -75.0 A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +74.2 -74.2 +70.2 -70.2 A,B,G,H A,B,G, +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +69.6 -69.6 +65.2 -65.2 5.0 -75.0 +75.0 -75.00 - 75.75.0 -75. +75.0 -75.0 +68.1 - 68.1(63.8 -75.0 GLASS TYPES: TEST REPORT FTL -4858 (XOX), FTL-4859 (OX & XO) AND FTL -5330 G. 13/16" LAMLIG -14 AR•3/16 "A,46/16"•OQ 3/83 AIR SPACE, 5/16" LAMI - (1/8"A, .090,1/8 "A) H. 13/16" LAM IG -1/8" • i)R 3616"A; 5h16' OR 3/8" AIR SPACE, 5/16" LAMI - (1/8 "A, .090,1/8"HS) • •• • • • • ••• • L 13/16" LAM11@ -1/& OR€QfA• g/1610113/g"./6R SPACE, 5/16" LAMI - (1 /8"HS, .090,1/8"HS) J. 13/16" LAMI IG -1/8" OR 3/16"A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "A, .090, 3/16 "A) K. 13/16" LAMI 1G -1/8" OR 3/16"A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"A, .090, 3/16"HS) L 13/16" Of Q-1/8" OR' "A' 5/36" OR 14" &A CE, E, 7/16" LAMI - (3/16"HS, .090, 3/16"HS) DESIGN PRESSURES TAW ALUM. HORIZONTAL ROLLER WINDOW, IMPACT n=rro•. 4127 -10 Rer C Aec:°,:Gnice No oy Unto • I.Til-flf' • 1/ y •• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 0 00 • • • 000 • • taw.a Oma FK 4115'77 F.K 10/17,96 Tw o.. F.N. 51306 Dm= By May F.K 2/2E96 ,-1 57 3/8' MAX DLO ALL FRED LITES 110' MAX WIDTH I.F. FRAME 33 9/16' MAX. DLO FIXED 33 9/18' MAX DLO VENT C 73' MAX. WIDTH I.F. FRAME 74' MAX. WIDTH N. NO CHANGE THIS SHEET NO CHANGE THIS SHEET 31 3/223. 63' MAX FLANGE FRAME ALL 56' CONFIG. MAX A DLO ALL VENTS 62' MAX I.F. FRAME ALL CONFIG. • ,•.• • • • • • • • • • • • • • • • •• II•.• •• • • • •• • • •• ••• • • • • • • • • • • • ADD INTEGRAL FIN FRAME MAX. DIMENSIONS A IY • • • • CONSTRUCTION DETAIL FROM SW. 6. • • 0 1o7omEc06106b61.12RI • • NOKOMIS. FL 34215 P.O. 1628 NOKOMIS, FL 34274 f • Vbibty Better .•• • • • • •• • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • •• • • • •• •• ••• • • • ••• • • ELEVATIONS emeaemet HR710 27 3/8' MAX DLO FIXED 7/16' MAX WIDTH FLANGE FRAME 4 a 11 NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. INTS DETAIL C - XOX (1/3- 1/3 -1/3) SEALANT OR GASKET AT HEAD AND SILL .40 =1111■116■ 85 7/16' MAX WIDTH I.F. FRAME I.F. FRAME FLANGE FRAME VIEW D-D (FRAME CORNER CONSTRUCTION) ALUM. HORIZONTAL ROLLER WINDOW. IMPACT Doyley N. 4127 -10 C A ; D MAX. HEIGHT FLANGE FRAME A EXTERIOR Mvel B¢ OAK F.K. 411E177 MAX VENT 01.0 tee F.K. war I IN F.K. tem. er. F.K 101110E ASV 6/1SVS caw 212506 uwcera• Et aeeeN+a A et JJ. EXTERIOR GG ADD INTEGRAL FIN FRAME. ITEMS41, 42 AND 43 /N NO CHANGETMS SHEET • • • • • NO CHANGE THIS SHEET INTERIOR I INTERIOR EXTERIOR MAX FIXED DLO (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) EXTERIOR SECTION A A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL. FIFRAME) • • •• • • ••• • • • • • • •• • • • •• • • • 070 NOOW I* 14 2 ▪ Ni P.O. BOX1518 Nd(OMIS. FL 34274 MAX WIDTH (LF. FRAME) SECTION C-C ® • 1 SILL (VERTICAL SECTION, FLANGE FRAME) VEITQCAL SECION? tF. FRAIVE1& • SECTIONS Visibly Batter 1. — MAX. FIXED DLO —a -I MAX. WIDTH (FLANGE FRAME) SECTION B-B MAX. VENT DLO HEAD (VERTICAL SECTION, I.F. FRAME)) lttiv ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Swr•,m HR710 Half owe 5 a ff aawsyw 4127 -10 1s• C mortar. raatnsers e:. Co;1'..;, -NI with dm Florida R oheM1 L 08,9. P.E. PE +738112 SvucNrtX ••• • • • • • •• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • •• • • • •• •• • • • • ••• • • 4053 4136 4137 4131 71298 1626 400:1 A 4134 1155 4110 G 4054 B 4066 410:1 1683 225-1 226 4123 4006 D 1235 1096 1016 4126 1683 7070 4139 4149 4141 1224 1225 4039 B 4044 B 4222 A 985 C #8 X 3/4 PH. PAN HEAD SASH STOP COVER (SASH STOP) FLANGE FRAME SILL SILL ADAPTOR ROLLER TRACK WEEP HOLE COVER ADHESIVE OPEN CELL FOAM PAD FLANGE FRAME JAMB GASKET FOR MAIN FRAME SILL JOINT #8 X 1.000 QUAD PN. SMS SCREEN ADAPTOR FIXED MEETING RAIL W STP,.187 X .230, FIN SEAL SASH TOP & BOTTOM RAIL WSTP,.250X .270 BACK, FIN SEAL ROLLER HOUSING& GUIDE BRASS ROLLER WHEELS • • • r 1 4102 FLANGEFRAME11FAD 2 3 4 6 7 8 10 12 13 14 15 16 17 19 21 22 23 24 29 32 33 35 36 37 38 39 40 41 42 43 50 51 52 53 54 55 56 59 4067 60 GLASS, 5/16 61 62 65 Read Br F.K. R.YmYx F.K 1L+ae ex F.K ar F.K. DWESS DFS RIPTION 4/15107 10117/05 Oda 5113106 X 8(06 5/16 5/16" 7/16" 7/16" 7/16" SASH STOP (STD. ANTI LIFT CIJP ADO ITEMS 41, 42843 NO CHANGE THIS SHEET ADO SPACE DIMENSIONS ITEMS 66 THRU 77. 3%23/06 MATT. PGT# 6063-T6 AL 612237 6063 -T5 AL 612244 6063 -T5 AL 6063 -T6 AL 6063 -T6 AL 6063 -T6 AL. POLYPROP. 7834AA 64136 64137 64131 71298 7PAD1626 6063 -T6 AL 612225 74134W/K 781PQA 6063 -T5 AL 64110G 6063RD -T6 AL 64054A 640660 6063 -T5 AL 612240 • BRASS POLYPROP 6063HS -T6 AL 64006 DIE-CAST 6063 -T5 AL 64126 ALENF • •• ••• • • • • • • • 616830 42112HD 7BRWHL2 44128N 67S16G 71096 7858 61683G 67070K 74078 "C" LORR 6063 -T6 AL 64139 6063 -T6 AL 64140 6063 -T6 AL 64141 6TP247W,K 6TP248K 6063 -T5 AL 64039B 6063 -1'5 AL 644703 6063 -T5 AL 64222 6063 -T5 AL 6985 P.O. Box 1529 N70. FL 34274 • • ••• • • • • •• • • • • • • • • ••• 6061 45 46 • • 464064 • • • • • • • • • • • •• • • • • • •• a • • - - • •• ••• •• • • • •• I DWG#;.L44 DESCRIPTION MATL PGIYW . liliul8lMARThiG98/_ \u111►fisik ' 66 67 0 69 70 AI 73 74 • • • • • • • •••- • • • • • • • • • • • • • • • • • • • • • • •707D R. 3'4P6I'� � • NoKa4R➢. ft 34276 • • • _ -- Visibly Better • • • • • • •• • 13/16" LAMI IG- 1/8 "A, 3/8" AIR SPACE, 5/16" LAMI (U8 "A, .090 PVB, 1/8 "HS) 13/16" LAMI IG- 1/8 "A, 3/8" AIR SPACE, 5/16" LAMI (1 /8 "HS, .090 PVB, I /8 "HS) 13/16" LAMI 1G-3/16"A, 5/16" AIR SPACE, 5/16" LAMI(1 /8"A,.090 PVB, 1 /8"A) 13/16" LAMI IG- 3/16"A, 5/16" AIR SPACE, 5/16" LAMI (1/8"A, .090 PVB,1 /8 "1-IS) 13/16" IAMI IG- 3/16 "A, 5/16" AIR SPACE, 5/16" IA MI (1/8"HS, .090 PV13,1 /8"HS) 13/16" LAMI IG-1/8"A, 1/4" AIRSPACE, 7/16" LAMI (3/16"A, .090 PVB, 3/16 "A) 13/16" LAMI IG1/8"A,1/4" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16"HS) 13(16" LAMI10- 1/8"A,1/4" AIRSPACE, 7/16" 1AMI /16 "HS, .090 PVB, 3/16"HS LF. FRAME HEAD )1141313, 6063-T6 2.784 Y 1.988 I.F. FRAME JAMB 44141, 606346 PARTS LIST • 1114710 .062 Bab I 31st NTS 6 d 11 2.710 42 F. FRAME SILL A #4140, 6063 -1 ALUM HORIZONTAL ROLLER WINDOW, IMPACT nwe• 4127 -10 3.162 EM PVC C PRODUCT REVISED ns eomr:ying with dm Florida Building Cole Atce+xnnce No 0 sapiretron Dare 1 u U 2.710 O FLANGE FRAME HEAD imam, 6063 -T5 .490 D I I— i.4s1 --I ® SASH STOP 114025, 8063-T5 .050 21 SASH TOP & BOTTOM RAIL #4133,6063 -T5 1.098-1. .-I T C GLAZING BEAD, 5/16" #40449, 6063 -T5 (USED W/ GRILL KIT) 2 6 FLANGE FRAME SILL #4138.6083 -T6 .081 .46 O HORIZ. ROLLER TRACK #4131. 6063-T6 1.187 — � 1 1.081 I•• 32 SASH MTG. RAIL #4008D.6083HS -T6 .878 • • •4F� 1.096 –•� —►I 55 GLAZING DEAD1l1$° #42)Y.. 6066t • • • •• ••• • • • • •••• • • 3.152 v . 0 . 062 1.291 SASH SIDE RAIL #4126, 6063-75 • • • • • O FRAME SILL ADAPTER #4137, 6063 -T6 17 FIXED MEETING RAIL #4054 - .678 • • •050- 1.15 T .j • pLAL){4G BEAD, 7/16" • • 0985C, 8083 -T5 (USED W/ GRILL KIT) 53 1.096-(- T T GLAZING BEAD, 5/16" #4039B, 6063-T5 0 SASH S COVER *40, .883 .050 — 11 59 GLAZING BEAD, 13/16" #4067, 8083 -T5 13 FLANGE FRAME JAMB #4002A, - T6 .678 .097 PRODUCT RP.VISED ffi wmp! jinn with dm Florida Beldeig Code Acceptance No 0 Expiration Dam Fer F.K. Rao F .N. F.K. ore,: F.K. 411507 ar 101 N06 or 5/13178 Mtn 2/2&08 B A a.a.dly J.J. NO CHANGE THIS SHEET • • • 0 • NO CHANGE THIS SHEET NO CHANGE 71115 SHEET • • • • • 9/23106 I /O1 TEC* Ot&GY IRn* NO1(3M16 FL 34276 P.0 e9X 1528 NOKOIAIS. FL 34274 ••• Visrhly Better limtiece EXTRUSIONS T. ALUM. HORIZONTAL ROLLER WINDOW, IMPACT s..ee. e.. d 11 1 . 4127.10 1 C Half rk Robed L. Conk, P E PE 438712 sb°ewral ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • •• •• ••• • • • ••• • • • ANCHOR QUANTITIES, XOX (114112 -114) WINDOWS TABLE 4 NOTES: 1. ANCHOR TYPES: 1 -114" ELCO TAPCONS 2 - 1/4° ELCO SS4 CRETE -FLEX 3 - 1112 STEEL SCREWS (G5) ANCHOR TYPE, GLASS TYPES A,B,C,G,H,1 GLASS TYPES 0,E,F,J,KL Z3, W000 Z CONC 1, CONC 2,3, WOOD 2 CONC 1, CONC &SUBSTRATE ZONES ZONES PONES ZONES ZONES ZONES WINDOW SIZE W • H HEAD & SILL in HEAD & SILL ' ' rx, 2 HEAD & SILL m 2 HEAD & SILL ' m 2 HEAD & SILL :5, m 2 HEAD & SILL ' 2 2. GLASS TYPES: 2 A 5/18' IAMI - (18' 4,.090,18' A) ' B. 5 LAMI - (1/8" 4,.090,18' HS) 53.125 x 38.375 48000 50.625 54.0(0 60.000 63.0[0 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 +(2+1 +(2+1 2 1 +C2 +1 +C2+1 2 C. 5116' LAMI - (118' ,.09 , 18" HS) D. 7/1 4 6' LAMI - 03!18° 4,.090, 3118' A) 1 +C2 +1+C2+1 3 1 +C2 +1 +02 +1 3 1 +C2+1 +C2 +1 3 1+{2 +1 +C2 +1 3 1 +(2 +1 +C2 +1 3 1+((2 +1 +C2 +1 3 E. 7/18' LAMI - (3/16" A,.090, 3116' HS) F. 7118' HS) 1 +C2 +1 +C2+1 3 1+C2+1+C2+1 3 1 +C2 +1 +C2+1 3 1 +52+'1 +C2 +1 3 1 +02+1 +02+1 3 1.02+14.1024.1 LAMI - (3118" 1/8' OR 3 , 3/18' 3 G. 13/16' LAMI IG -18° OR 3/16" A, 5/16' OR 318° SPACE, 5/16' IAMI - (18' 4,.090,18' A) 1 +02+1 +C2+1 3 1 +02+1 +02+1 3 1 +C2 +1+[2+1 3 1+C2 +1 +52+1 3 1+(2 +1 +02 +1 3 1+{2+1 +02+1 3 H. 13/16' LAMI IG -18" OR 3/16" A, 5/18° OR 38' SPACE, 5116' LAMI - (18' A,.090,18' HS) 1. ' ' 1 +C2 +1 +02+1 3 1 +5x+1 +02+1 3 1+C2+1+C2+1 3 1 +02+1 +(x +1 3 1 +(� +1 +52+1 3 1+(2+1+0x+1 13/16' LAMI 1G -118' OR 3116' A, 5116' OR 318' SPACE, 5/16' LAMI - (1/ HS,090,11 HS) 3 !.13/16' LAMI IG -18' OR 3/16' A, 3116° OR 714" SPACE, 7/16' LAMI - (3116' 4,.090, 3/16• 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 +C3+1 +C3+1 3 K.13H 8' LAMI IG -18' OR 3116" A, 3/16' OR 1/4' SPACE, 7/16' LAMI - (3116' 4„090, 3116' HS) 60.000 x 38.375 48.000 50.6225 54.030 60.0(0 63.000 1 +C2+1 +C2+1 2 1+C2+1+C2+1 2 1 +C2 +1+C2+1 2 1 +C2+1 +C2+1 2 1+02+1+52+1 2 1 +C2 +2 +52 +1 2 L 13116' LAMI IG -18 3/16° A 3118" OR 114' SPACE 7/18' LAMI - (3/18° HS,.090, 3118" HS) 1 +52+1 +52+1 3 1 +02+1+02+1 3 1 +C2+1 +52+1 3 1 +02+1 +02+1 3 1+02 +1+52 +1 3 1+02 +2 +02+1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 1 +52+1 +C2 +1 3 1 +C2+1+C2+1 3 1+02+1+02+1' 3 1 +02+1+02 +1 3 1 +02+1 +C2 +1 3 1 +52 +2 +02+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 1 +02+1 +02 +1 3 1 +(2+1+02+1 3 1 +C2+1 +C2+1 3 1+52+1+C2+1 3 1 +C2 +1 +52+1 3 1+C2+2+C2+1 3 HEAD & SILL 10112' MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 1 +02+1 +02 +1 3 1 +C2+1+C2 +1 3 1 +52+1 +52+1 3 1 +02+1 +52 +1 3 1+(2 +1 +52+1 3 1 +C3+2+C3+1 3 25 314' MAX. FROM CORNERS. JAMBS: 9' MAX. FROM CORNERS AND 22 1/2' MAX O.C. 1 +52+1 +C2 +1 3 1 +52+1 +52+1 3 1 +02+1+02+1 3 1+C2 +1 +C2 +1 3 1+02+1 +C2 +1 3 1 +03+2+03+1 3 TABLE KEY: 74.000x3&37'5 48.000 50.625 1 +02 +2+52 +1 1 +C2+2+C 2 +1 2 1 +C2+1 +02+1 3 1 +52 +1+02 +1 2 1+C2+2+C2+1 3 1 +C2 +2 +52+1 2 1 +02+2+C2 +1 3 1 +(2+2 +52 +1 2 1 +0x+2+[2+1 3 1 +C2f2+C2+1 2 1 +C2 +2 +02+1 3 1 +02+2+[2+1 2 X O X 3 11 N +4+53 +1 3 F - ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITY. 1 +52+2 +52 +1 3 1 +02 +1+52 +1 3 1+C2+2+C2+1 3 1 +02+2+C2+1 3 1+(2+2+C2 +1 3 1 +C2+2+52+1 3 f 1+52 +2+52 +1 3 1 +C2 +1 +52+1 3 1 +[2+2+02 +1 3 1 +C2 +2+52 +1 3 1 +02+2+02+1 3 1 +53+2+03 +1 3 A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) 1 +02+2+(2+1 3 1 +(2+1+[2+1 3 1 +(2+2+02 +1 3 1+132+2+C2+1 3 1 +[2+2+02 +1 3 1 +C3+2+C2+1 3 ANCHOR AT EACH OPERABLE VENT 1 +(2+2 +C2 +1 3 1 +C2 +1+(2+1 3 1 +C3+2+C3+1 3 1+03 +2+03+1 3 1+(2 +2+02+1 3 1 +C3 +2+03 +1 3 PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL 1 +(2+2+02+1 2 1 +52+2 +C2+1 2 1+C2+2+C2+1 2 1 +C2+2+C2 +1 2 1 +C2 +2+C2+1 2 1 +(2+3+(2+1 2 1 +02 +2+52 +1 3 1+C2+2+C2+1 3 1 +C2 +2 +52+1 3 1 +C2 +2 +02+1 3 1+0212+C2+1 3 1 +(3+3+C3+1 3 (3' MIN. O.C. ANCHOR SPACING) 1 +02 +2+02+1 3 1 +02 +2+02+1 3 1 +02 +2+02+1 3 1+C2+24-C2+1 3 1 +(2 +2+02+1 3 1 +53+3+03+1 3 1 +C2 +2 +C2+1 1 +02 +2+[2+1 3 1+02 +2+02+1 3 1 +(2+2+[2+1 3 1 +02 +2 +02 +1 3 1 +53 +2 +03+1 3 1 +02+2 +52 +1 3 1 +03+2 +53+1 3 1 +C2+2+C2 +1 3 1+C2+2+C2+1 3 1 +04 +3+C4+1 3 1 +C4 +3+[4+1 3 11-25 max. -- .- 11-°--3° MIN. 3 - t lip -I -r -t--1 -m- --t 1 Pi;<J11VCi *'HV:SED 4;`' ",. 7 ; "iFi Florida Ar. - ,,i 1:.14a - 0 9 Dare _ E" ' f�lP..c' op , 1 +C2 +2 +C2 +1 3 1+(2 +2+52 +1 3 1 +53+2 +(3+1 3 1 +53+2 +53+1 3 1+52 +2 +C2 +1 3 1 +54 +3+04+1 9" REF, 3 X O It X -- -- ___, IL ____,- L 1 +02 +2 +C2 +1 2 1+52 +2+(2 +1 2 1 +(2 +3+52 +1 2 1 +02+3+52+1 2 1 +C2 +3+[2+1 2 1 +(2 +4 +(2 +1 2 � --- 1 +C2+3+52 +1 3 1+C2+2+C2+1 3 1 +(3+3+03 +1 3 1 +53+3+03 +1 3 1 +C2+3+C2 +1 3 1 +C3+4 +C3+1 3 MTG. RAIL TYP.- 1 +C2+3+02 +1 3 1+C2+2+C2+1 3 1 +03+3 +02+1 3 1 +C3+3 +C3+1 3 1 +C3+3+C3+1 3 1 +53 +4+03+1 3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS 1 +(3+3+03+1 3 1+C2+2+C2+1 3 1 +(3+3+53+1 3 1 +C3 +3+C3+1 3 1 +C3 +3+C3 +1 3 1 +04+4 +04 +1 3 (SHOWN IN TABLE KEY ABOVE) 1 +03+3+53+1 3 1 +C2+2+C2+1 3 1 +04 +3+04+1 3 1 +04 +3 +04+1 4 1 +53+3 +53+1 3 1 +04+4+54 +1 3 1 +53 +3+05+1 3 1 +02+2 +52+1 3 1 +54 +3+04 +1 3 1+54 +3+04+1 4 1 +54+3+04+1 3 1+0;5+4+C5+1-34 2 f +C• +4 2 1 25 3/4' MAX' lir - h -3' MW. 1+C2 +3+52 +1 2 1 +5x+2 +C2+P�2 + 3+52 +1 1 +C2 +9+C2 +1 3 1•(2.3+41 1 +(2+3++02 +1 3 1 +02+2 +C2 +1 3 1 +03+3+03+1 3 1 +C3+3+C3+1 - -4 3.1,11C2•3+92+1. • 1 3• +p+aiC3 +1 • • • t•3 — t I--4---*- t+ tft - + - • 9' REF. � /( r Robert L. Clark, P.E. PE 120712 Sbecmral 1 +C2 +3+02 +1 3 1 +02 +2 +02+1 3 1 +53+3 +53+1 • 3 1 +(3 +&+C3 +1 • • • 41.1.(3+3•(12+1 & 1+(:4+44c34.1 O X .3 T 4 �- - . - 1 +C3+3+C3 +1 3 1 +52+2 +52+1 3 1 +03+3+03+1 3 1 +53 +3+03+1 3 1+[3+3+(3+1 3 1 +04+4+04 +1 3 � _- -- �-�' � 1 +53+3 +53+1 3 1+02 +2+52 +1 3 1 +04 +3+C,4 +1 3 1 +54 +3+04+1 4 1 +53+3+03+1 3 1 +04+4 +04+1 3 MTG. RAIL, TYP. 1 +[3+3+03+1 3 1 +52+2 +(2 +1 TABLE d , SELECT 3 1 +[4+3+54 +1 VALUES DUE 7D 3 1+Q 4+Ciler d) 1+C473 3 +C5+4+(xy • •� 44 • EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS BW,dBr F.K. er F.K UPDATE i • • ANCHOR/CAR • • . • • . off. ANCHORAGE SPACING, XOX (1/4-1/2-1/4) 1 REV /SE ANCHORAGE FORMAT HEAD B SILL CLUSTERS • NOK0MItR FL 3427, � O RIA ! � ' P.O. BOX 1529 *MOWS, FL 3427 • '+" ALUM. HORIZONTAL ROLLER WINDOW, IMPACT ADD SPACE DIMENSIONS GLASS TYPES G 77TRU L 31 3/ 23!06 1 b1 V� Better HR710 1 NTS ` 8 + 11 I °'`° � 4127 -10 C • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • •• • • • •• •• ••• • • • ••• • • ANCHOR QUANTITIES, XOX (1/3. 113 -113) WINDOWS TABLE B NOTES: 1. ANCHOR TYPES: 1 -1/4' ELCO TAPCONS 2 -114' ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (05) ANCHORTYPEa 8 SUBSTRATE GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F.I,J,K, L 2,3. WOOD 2, LONG 1, CONC 2,3, WOOD 2, CON( 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE VV v H HEAD & SILL co 2 HEAD & SILL 2 HEA & SLL 2 HEAD & SILL i HEAD & SILL i HEAD & SILL - ' Z. GLASS TYPES: A. 5/18 LAMI - {1/8' A,.090, 1/8 A) 5, B. 5/16' LAMI - (1/8' A,.090,1/8' HS) HO 1 +02 +1 +02+1 2 1+C2 +1 +C2 +1 2 1 +C2 +1 +02+1 2 1+C2 +1 +C2 +1 2 1 +C2 +I +C2 +1 2 1+C2 +1+C2 +1 2 C. 5/16' LAMI - (1/8' HS,.090,1/8' HS) E. 7116' LAMI - (3116 A,.090, 3/ H) 1 +C2 +1 +(2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+02+1 +02 +1 3 1 +C2 +1 +C2 +1 3 1+02 +1 +C2 +1 • 3 E. 7118' LAMI - (3116" A,.090, 3116' HS) 1+C2+1+02+1 3 1 +C2 +1 +C2 +1 3 1 +(2+1+02+1 3 1 +02 +1 +02 +1 3 1+02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 F.7/16' LAMI - (3116" HS,.090,3116'HS) 1+C2 +1+C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1+02 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 G. 13/16 LAMI 10 - 1/8' OR 3/16 A, 5/16 OR 3/6' SPACE, 5/16' LAMI - (1/8" A,.090, 118' A) OR 318' SPACE, 5/16' LAMI A,.090,1/8' HS) 1 +(2+1 +C2 +1 3 1 +0+1 +02 +1 3 1 +C2 +1 +C2+1 3 1+C2 +1+C2 +1 3 1 +02+1 +C2+1 3 1 +02+1 +02 +1 3 H. 13/16' LAMI 10 - 1/6' OR 3/18' A, 5/18' - (1/8' 1. 13/16' LAMI 10 - 1/8" OR 3/16 A, 5116' OR 3/8 SPACE, 5/16 LAMI - (1/8' HS,.090, 1/8" HS) 1 +02 +1 +02 +1 3 1+02 +1+02 +1 3 1 +02 +1 +02+1 3 1+C2+1+C2 +1 3 1 +0 +1 +02 +1 3 1+03+1 +0+1 3 J. 13/18' LAMI 10 -118 OR 3/16' A, 3/16' OR 1/4' SPACE, 7/16' LAMS - (3/16' A,.090, 3/16 A) �8E8 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 +1+C2 +1 2 K. 13/16' LAMI IG -1/8' OR 3/16 A, 3116' OR 1/4' SPACE, 7/16' LAMI - (3/16' A,.090, 3/18" HS) 1 +02 +1 +02+1 3 1 +0+1+02 +1 3 1 +02 +1 +02+1 3 1 +C2 +1+C2 +1 3 1 +C2+1+C2 +1 3 140 +1+02+1 3 L. 13/16' LAMI IG -118' OR 3116' A. 3/16 OR 114' SPACE. 7/16' LAMI - (3116' HS,.090, 3116' HS) 1+C2+1+C2+1 3 1 +C2 +1+02 +1 3 1 +02 +1+02+1 3 1 +C2 +1+C2+1 3 1 +0+1 +C2 +1 3 1 +02i1 +C2 +1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 1+C2 +1 +0+1 3 1 +02 +1 +02+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2 +1+C2 +1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 1+02 +1+02 +1 3 1+02 +1 +02+1 3 1 +C2+1 +C2 +1 3 1+02 +1+02 +1 3 1+02 +1 +02+1 3 1+03 +1 +03+1 3 1/2' MAX ON EACH SIDE OF MEETING RAIL CENTERLINE 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 +C2 +1 +02+1 3 1 +p +1 +03+1 3 HEAD 8 SILL: 10 25 ' MAX. FROM CORNERS 60.000x 38.375 48.000 50.825 54.000 60.000 a+ gym ^8888 8 888 Qx QQx a § 8 1+02 +1+02 +1 2 1 +02+1 +02+1 2 1 +C2 +1 +02+1 2 1 +C2+1 +C2 +1 2 1 +C2 +I +C2+1 2 1 +C2 +1 +C2 +1 2 MAX. M FROM JAMBS: 9' M. OM CORNERS AND 22 1/2' MAX O.C. 1+C2 +1 +C2+1 3 1K2+1 +02 +1 3 1 +02 +1+02 +1 3 1+02 +1+02 +1 3 1+02+1 +0+1 3 1 +02+1 +C2 +1 3 TABLE KEY: 1 +02 +1+02 +1 3 1 +02+1+02 +1 3 1 +0+1 +02+1 3 1+02+1+02 +1 3 1 +02+1 +0 +1 3 1+c2 +1 +02+1 3 X O X 1+{2 +1+C2+1 3 1 +L2+1 +02+1 3 1 +0+1 +0+1 3 1 +02+1 +C2 +1 3 1 +02+1 +02 +1 3 1+03 +1+03 +1 3 11+03+ +11 3 �--- ANCHOR QUANTITY PER JAMB 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+1 +C2 +1 3 1 +03+1 +03+1 3 } ES HEAD AND ANCHOR QUANTITIES 1 +02+1+02+1 1+02 +1+02+1 3 1 +02+1 +C2 +1 2 1 +0+1+02 +1 3 1 +02+1 +02 +1 2 1 +02+1 +0+1 +1 3 3 1+03+1+03+1 2 1 +02+1 +C2 +1 2 1+02 +1+02+1 3 1+03+1+ 3 +1 1 +02+1 +02 +1 2 1+02 +1+02 +1 3 L CLUSTER OF (3) ANCHORS CENTERED OF 2 ON EACH MEETING RAIL PLUS (1) 1 +C2 +1 +02+1 3 1+C2 +1 +C2+1 3 1 +C2 +1 +02 +1 3 1+02 +1+02 +1 3 1+C2+1+02+1 3 1 +C2 +1 +C2 +1 3 ANCHOR AT EACH OPERABLE VENT 1+02 +1+02 +1 3 1+02+1 +C2 +1 3 1 +02+1 +C2 +1 3 1 +C2 +1402 +1 3 1+02+1 +02+1 3 1 +C3+1+03+1 3 PLUS (1) ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL. AT HEAD AND SILL. 1 +02+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02+1 +(2 +1 3 1+02 +1 +C2 +1 3 1+0+1+0+1 3 1+03+1 +03+1 3 1 +02+1+02 +1 3 1 +C2 +1 +02+1 3 1+0+1 +02 +1 3 1+03 +1 +03+1 3 1 +C2+1 +C2 +1 3 1+03 +1 +03+1 3 (3' MIN. O.C. ANCHOR SPACING) 1+02 +1+02 +1 3 1 +02+1 +02+1 3 1 +03+1 +03+1 3 1 +C3+1+C3+1 3 1 +02+1 +02+1 3 1 +0+1+03+1 3 74.000x 38.375 480(0 50.825 54.0(0 60 0(0 63.x0 1 +02+1 +02 +1 2 1 +C2 +1+02 +1 2 1+02 +1 +02+1 2 1 +02+1+02+1 2 1 +C2 +1 +02+1 2 1 +02 +1 +02+1 2 25 3!4' MAX - '1 I-..--3' MIN. 1 +0+1 +02 +1 3 1+C2+1+C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2*1 +02 +1 3 1+C2+1+C2+1 3 1+03+1 +03+1 3 1 P:= ,oIJ' i iF.i'S£D as care^ ; %.g uryth Lt FW1id 4 F'd`' "`C"dc A:. tin o 615.01 1 +02 +1 +02 +1 3 1 +02+1 +02 +1 3 1 +(2 +1 +C2 +1 3 1 +02+1+02 +1 3 1+0+1+02+1 3 1 +03+1 +03+1 3 1 8' & 841 X I 1 1�1 1 O_ I X 1 +C2 +1+02 +1 3 1 +02+1+02+1 3 1+(2+1 +(2+1 3 1+C2+1 +C2+1 3 1 +C2 +1+C2 +1 3 1 +03+1 +03+1 3 1+02+1+0+1 3 1+02 +1+02 +1 3 1+03+1 +03+1 3 1+03+1 +03+1 3 1 +C2 +1 +C2 +1 3 1 +03+1+03 +1 3 1- ___..._ ��,1 1 +C2 +1 +02+1 3 1 +02+1+02 +1 3 1 +p +1 +03+1 3 1 +03+1 +03+1 3 1 +02 +1+02 +1 3 1 +03+1 +03+1 +1 ++1 3 MTG. RAIL, TYP.- 84.000x 38.375 48.0(0 50.625 54.0(0 60.0(0 630(0 1 +02+1 +C2 +1 2 1+02+1+02 +1 2 1 +02 +1 +02 +1 2 1+02 +1 +02+1 3 1 +02+1+02 +1 2 1+0 +1 +02 +1 2 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS 1 +02 +1 +02+1 1+02 +1 +02+1 3 1 +0+1 +02+1 3 1+02 +1+02 +1 3 1 +C2 +1 +C2 +1 3 1 +02+1+02 +1 3 1 +02 +1+02 +1 3 3 1+C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 3 1 +03+1 +03 +1 1 +C2 +1 +02+1 3 1 +03 +1 +03+1 3 3 (SHOWN IN TABLE KEY ABOVE) „ .; Date Jf ' I ' •1/ By L '�' Dudc Viaduct eV 1+C2+1+C2+1 3 1 +02 +1+02+1 +1 +C3 +1 3 1+03+1+C3+1 03 3 1 ++1 +p +1 3 1 +(;2 +1 +02 + 1 3 1 +03+1 +03+1 3 1 +02 +1 +02+1 3 1 +C2 +1+02 +1 3 1 +03+1 +03+1 3 1 +p +1 +03 +1 4 1 +03+1 +p +1 3 1 +03+1 +03+1 • 3 • 1 I 2 5 3/4' MAX 1+03 +1 +03+1 3 1 +02 +1 +02+1 3 1 +03+1+03+1 3 1 +p+ �3+11 ♦ • 1 + 1 I++Cq►1+t4 +` 4 1 12" TYP_ 1-..-3* MIN. "" '"' -" "'° 8888 § x i A 1 +02 +1 +C2 +1 2 1 +02 +1 +02 +1 2 1 +C2 +1+02 +1 2 1 +C2 +14S2 +1 3 • 1 01$ +1:2 't +4142+1 -t- k - H -� r - �� q'�n d7 Robed L Clark Pte. PE 039712 Struanaal 1 +C2 +1 +(2 +1 3 1 +02+1 +02+1 3 1+02 +1+02+1 3 1+02 +: +02.1 3 1 3(1+08 +1 3 U+C 1 1+:3 +1 1 9" REF. X O 1 +C2 +1 +C2 +1 3 1+02 +1+02 +1 3 1 +C2 +1 +C2 +1 3 1+C2 +1 +&2 +1 '3 1 +02+1 +(( +1 3 1 +03 +1 +03+1 3 1 ._________,_________ ___ 1+02 +1+ 2 +1 3 1 +02 +1 +02 +1 3 1 +03+1 +03+1 3 1 +C3+1 +03+1 3 1 +03+1+02 +1 3 1 +03+1 +03+1 3 1+C2 +1 +C2 +1 3 1 +02 +1+02 +1 3 1 +C3+1+C3 +1 3 1 +03+1 +03+1 4 1 +C3+1 +p +1 3 11+04 +1 +C4 +1 1 +03'124 +1 3 'Y +1 +04+4 4 MTG.RAIL" TYP• 4 , • • EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS 1+03 +1 +03+1 3 1 +C2 +1 +02 +1 3 1 +C3+1+03 +1 3 1 +C 1 poi 4 10. 13 p.� 4/1507 • • • UPDATE TABLE S, SELECT VALUES DUE TDANCH`R CAP. • REVISE ANCHORAGE FORMAT• HEAD & SILL CLUSTIIRS • • • • axocs•D NOKLNf6, Fl. 34216 P.0 BOX 1879 NOKOMIS. FL 34274 - - • .' • Visibly Better _ ANCHORAGE SPACING, XOX (1/3- 113 -1/3) 10/17/08 ras ALUM. HORIZONTAL ROLLER WINDOW, IMPACT a•. 5/13, ADD SPACE Oma 373 DIMENSIONS GLASS TYPES G THRU L. _ - HR710 NTS 9 s 11 �� 4127 -10 C au�o. 228,08 • • • • • • • • • • • ••• • • • • • • • • • • • • • • • •• • • • •• •• • • • • •• • • ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 6 NOTES: 1. ANCHOR TYPES: 1 -1/4° ELCO TAPCONS 2 - 1/4' ELCO SS4 CRETE -FLEX 3- #12 STEEL SCREWS (G5) 2. GLASS TYPES: A. 5/16" LAMI - (1/W A,.090,1/8' A) B. 5/16" LAMI - (118" A,.090, 1/8" HS) C. 5/16" LAMI - (1/8' HS,.090,1/8' HS) E. 7/16" LAMI - (3N6' A,.090, 3116' H) E. 7/18 LAMI - (3118' A,.090, 3116' HS) F. 7/16" LAMI - (3116" HS,.090, 3116° HS) G. 13/16' LAMI 10 - 1/8'OR 3/16' A, 5/16' OR 318' SPACE. 5/16' LAMI - (1/8' A,.090,1/8' A) H.13/16" LAMI IG -118' OR 3/16' A. 5/16' OR 318' SPACE, 5/16' LAMI - (1/8" A,.090,118' HS) I. 13/16° LAMI IG -1/8' OR 3116' A. 5116' OR 318' SPACE, 5/16" LAM/ - (1/8' HS,.000.1/8' HS) J. 13/16' LAMI IG -1/B' OR 3/16' A, 3/16' OR 1/4' SPACE, 7/16' LAMI - (3/16' A,.090, 3/16' A) K. 13116' LAMI IG - 1/8' OR 3/16' A, 3/16' OR 1/4' SPACE, 7/16' LAMI - (3116' A..090, 3/16° HS) L 13/16" LAMI IG -118" OR 3116' A, 3116' OR 1/4' SPACE, 7116" LAMI - (3116' HS,.090, 3/16' HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL 1012° MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 3/4' MAX FROM CORNERS. JAMBS: 9' MAX FROM CORNERS AND 221)2" MAX O.C. TABLE KEY: 0 X ANCHOR TYPE) & SUBSTRATE GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L 2 WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W v H TIIS V OV3H sawvr �IS'8 OV3H L sawvrl nls'a OV3H sawvr 11IS'a OV3H JAMBS 11 OV3H JAMBS 11IS OV3H [JAMBS 37.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 2 1 +C2 +1 �+C2+1 - 11 +C2 +1 2 1 +C2 +1 2 1+C2 +1 2 1 +C2 +1 3 1 +C2 +1 3 <62 1 +C2 +1 3 3` 1 +C2 +1 1 +C2+1 3 3 1 +C2 +1 1 +C2 +1 3 3 1+C2 +1 1+C2 +1 3 3 1 +C2 +1 3 1 +C2 +1 +1 1 +62 +1 3 1 +C2 +1 3 1 +C2 +1 c� 3 1 +C2 +1 3 1+62 +1 3 1+C2 +1 3 1 +C2 +1 3 1+C2 +1 3 1 +63 +1 3 1+C2 +1 3 1 +C2 +1 3 1+03+1 3 1 +62 +1 3 1 +C2 +1 3 1 +q+1 3 1 +C2 +1 3 1 +62+1 3 1 +q+1 3 48.000 X 38.375 48.000 50.625 M.000 60.000 63.000 1 +C2 +1 2 1 +C2t1 2 1 +62 +1 2 1 +C2 +1 2 1 +62 +1 2 1 +C2+1 2 1+C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +62+1 3 1+62 +1 3 1+62 +1 3 1 +62 +1 3 1+63+1 3 1 +62 +1 3 1 +62 +1 3 1+63 +1 3 +C2 +1 3 1+C2+1 : +C3+1 : +C2 +1 : +C2 +1 3 1 +C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 +C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+62+1 3 1 +C3+1 3 53.125 x 38.37; 48.000 50.62: +C2 +1 2 1+62+1 : +62 +1 2 1+62+1 2 1+C2+1 2 1+C2 +1 2 2+03+21 3 F+— ANCHOR QUANTITY PER JAMB -C2 +1 3 1+C2+1 3 1+C3+1 3 i+C2+1 3 14-C2+1 3 1 +C3+1 3 1 HEAD AND SILL ANCHOR QUANTITIES +C2 +1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1 +C3+1 3 CLUSTER OF ANCHORS +C3 +1 +C2 +1 +C3+1 +03+1 +C2 +1 1+C3+1 CENTERED ON THE MEETING RAIL C TH PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL (3' MIN. O.C. ANCHOR SPACING) 3/4' +q+1 +C2 +1 +C3+1 +03+1 +C2 +1 1 +C3+1 +q +1 +C3 +1 +64 +1 +03+1 +03+1 14-C4+1 +62 +1 +C2 +1 +C2 +2 +C2 +1 +C2 +1 2+C2 +2 +C2 +1 +02+1 +03+2 +C2 +1 +C2 +1 2+C3+2 +C3 +1 +C2 +1 Fq +2 +C3 +1 +C2 +1 2 +63 +2 +C3+1 +C2 +1 +63 +2 +63 +1 +C2 +1 2 +03+2 � 8 MAX —y{ 1 -.--3' MIN. Room:- - „ i o Florida Acraar • 0815,01 +C3+1 +63+1 +64 +2 +03+1 +C3 +1 2 +C4+2 �J+ L 9' REF. +C3+1 ++1 63 +64 +2 +03+1 +03+1 2+04 +2 X �`�' - +{ O__ — ` Y` i. --i. +02+2 +62+1 +C2 +2 +C2 +2 +C2 +1 2 +C2 +2 +C2+2 H +02 +1 0, +03+2 Ww +62 +2 +C3+2 A �A +C2 +1 +C2 +1 411 2 +63 +2 2 +63+2 WS MTG. RAIL— EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS +63+2 +62 +1 +63 +2 (SHOWN IN TABLE KEY ABOVE) Fxpirad:aDuce WTI '/! +q +2 +C2 +1 +C3+2 +03+2 +C2 +1 2+03 +2 9y //' . O , .r., Dada Hmluet•• +63+2 +63 +1 +C4 +2 +q+2 +63 +1 2+04 +2 +C3+1 +03+1 +64+2 +63 +2 +63 +1 2+64 +2 ••• 1 ��-- 3/4° MAX 1.-3' IN 2 +C2 +2 2+02 +2 2+02 +1 2+C3+� 2 +(i2 +'j a+ 3 : +c +1 2 +03+2 2 +C2 +2 2 +63 +2 242 +1 • • REF. L— f +++ 9' M -1 - O —+ „ �C�� `_�/ ��o o f rates L. Cox P E. PE 039712 Structural 2 +q +2 2 +C2 +2 tq+1 2 +q +1 4 ;4 4 :2+2 Z 210+1 210+1 • • • 2 +63 +2 2 +q +2 2 +C4 +2 2 +63 +2 2 +q +2 2+04 +2 2 +03+2 1 +03+1 2 +03+2 2+03+2 2 414 +2 S • XAMPLE CL CLUSTT ER WI QTY. OF (4) ANCHORS • • 2 +q +2 TABLE 1 +q +1 O T06, 8 SELECT + VALUES DUE TOANC 12 +�+4i �� • • • +q +i , • • • i # +2 awed BY F 0.m 4/15,117 CHG. • • • �F— • • • • ou<.b°ee SPACING, OX AND XO WINDOWS ea F.K. F.K. OLe' 10,174N 10,174N • • • 070TECYN R.34 4DR 2 REVlSEAHCHORAGEFORMAT. HEADS SAL cI S7 0S • + +� 8.3421 ADD SPACE DIMENSIONS TO GLASS TYPES 0 THRU L. P.C. 13001824 our NOKOMIS. FL 34274 3/23/06 • `,� -" Vi &fur - Teo ALU HORIZONTAL ROLLER WINDOW, IMPACT wrma„ F.K. aq., Br F IC ram 5/13418 mac 2/28106 s 3esxsi HR710 ear NTS ar 10 e' 11 °.m.vwe n. 4127 - 10 C • •• • • • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • • • •• 000 • • • 000 • • AL F I 1314 " MIN. ED TYP MIN. 3.4 KSI . CONCRETE 1x WOOD BUCK, NOTE 3 FK - „,pe r F.K u°mar F.K CONCRETE ANCHOR. NOTE 1 WOOD ANCHOR, NOTE 2 1 /4° MAX ---f SHIM Dab 4/1807 ow 10/17IS Dair 5/1306 2x W000 BUCK, NOTE 3 1 x WOOD BUCK, NOTE 3 DETAIL E TYPICAL FLANGE FRAME JAMB SECTIONS 1 1 3/4° MIN. 3.4 K81�r E.D. TYP. MIN. CONCRETE 2x WOOD sum DETAIL 7 ••• © NOTE 3 TYPICAL FLANGE FRAME SILL SECTIONS • Rirsisnr e A Dow Elyr Oar aarbd alai. FK 2/2806 JJ. 3/23/06 jgr i • 2x WOOD BUCK, $ NOTE 3 NOTE 1® MAX. AX. SHIM WOOD ANCHOR. NOTE2 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS A 1 3/4• a EXTERIOR INTERIOR ' MIN. E.D (HE & SILL DETAILS TYP. 4 INTERIOR (JAMB DETAILS E, F & I) EXTERIOR WOOD ANCHOR. NOTE 2 1/4" MAX. SHIM ADD NOTES. 1 114' MIN. (1.5 KSI CMU) OR PER NOTE 1 a (3.4 KSI CONCRETE) SEE NAILING 1 318 MIN. 0 •• • • • • • • • • • • • •• • • • •• ••• ••• REVISE AD I F FRAME. CHG. Or Ir s • • ;,a7s� REVISE EDGE DIST. , EAEBEDAIENTB SHT. REF E S • N P.G. 80X 1529 NOKW88. FL 34274 NOTES: 1. FOR CONCRETE APPUCATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4° ELCO 0 TAPCONS EMBEDED 13/8° MIN. OR 1/4" SS4 CRETE -FLEX EMSEDED 1 3/4" MIN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 13/4•. FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. 2. 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 INSTALLED DIRECTLY TO SOUD CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/r 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 SHAD. 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 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 REQUIREMENTS OF FLORIDA BUILDING CODE. CURRENT EDITION. Visibly Better DETAIL H (HEAD NAILING .131 DIA. MIN. x 2 1/? NAIL AT CORNERS AND 5° O.C. TYPICAL DETAILS 0, H & L DETAIL G (SILL) d DETAIL I (JAMB) • ,, TYPICAL INTEGRAL FIN FRAME SECTIONS • ANCHORAGE DETAILS ALUM. HORIZONTAL ROLLER WINDOW. IMPACT aware e mwytx RR7,0 - Half rose a 11 I 4127 -10 r C - ....,. � P1odda f / /a7 Roberti._ Qtark, P.E PE 439712 Structural ••• • • • • ••• • • • • • • • • • • ••• • • • • • •• •• • • • • • • • • • • • • • • • • • • • •• •• MIAM BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEP (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid alter 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 : i V DESCRIPTION: -701 Aluminum Fixed Window -- L.M.I. APPROVAL DOCUMENT: Drawing No. 4259 -4, titled "Aluminum Picture Rrmdbn act ", s through 12 of 12, prepared by manufacturer, dated 7/14/03, with revision `B ", dated it/4/02, signed and.: sealed by Robert L. Clark, P.E., bearing the Miami Dade County Product Control Resisautotamp with the Notice of Acceptance number and - 1, ' rl; . , . <,._:. ■ , 1iio:.A. ; _�Procluc of Di vision• MISSILE IMPACT RA i G: Large and Small Missile Impact Resistant • • • • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name a:OAgg,'city, si:tkaAd following statement: " Miami -Dade County Product Control Approved ", unless otherw ed herein. RENEWAL of this NOA shall be considered after a renewal application has been filed an bM' Mew no change in the applicable building code negatively affecting the performance of thi: product. "" TERMINATION of this NOA will occur after the expiration date or if there has been revision dre,e 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 1103- 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. MLAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 149 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305)375-2901 FAX (305) 375-2908 yww.buldhaacodeonline.ron • • • NOA No. 07-0418.06 Expiration Date: February 19,2009 Approval Date: June 21, 2007 Page 1 • • • • • • • • • • • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. Z. 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, F.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 alum. fixed windows of different shapes, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3835, dated 07/18/03, signed and sealed by Joseph Chan, P.E. (Submitted under previous NOA #03 1105.01) 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 1vTissile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 •••• along with marked up drawings and installation diagram of an aluminum pith..' window, prepared by Fenestration Testing Laboratory, Inc., Test (4epvrt 3850, dated 07/31/03, signed and sealed by Joseph Chan, P E. • • • (Submitted under previous NOA #03-1105.01) • • • • • • • • •••• • • •• ••••• C. CALCULATIONS • 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by manufacturer, dated 4/13/07, signed and sealed by 1ieb rt L. Clark, 4.E. • Complies with ASTM E1300 -02 • • • •••• • • • • •• • •• • • • • • • •• • D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 02-0828.15 issued to E.L DuPont DeNemours for "DuPont Butacite PVB Material" dated 11/21102, expiring on 12/11/05. 2. Notice of Acceptance No. 01- 0205.02issued to Solutia, Inc. for "Safiea / Keepsafe Maximum" dated 5117 /01, expiring on 5/21/06. E -1 Manuel P Product Control NOA No. 07 -0418.06 Expiration Date: February 19 2009 Approval Date: June 21, 2007 • • • PGT industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, dated April 13, 2007, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated April 13, 2007, signed and sealed by Robert L. Clark, 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. E -2 .... • • • • .... • .. • .. • ••• • • • • • • • • .... .. • • • . • • •••• • .. .. • • • .. • .... • .. • .. • • • • .... • • • • .... • • • .. .. • ... • • • Manuel P Product Control E . NOA No. 07 7 Expiration Date: February 19.2009 Approval Date: June 21, 2007 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 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. B. 7/16" LAMINATED GLASS COMPRISED OF (2) UTES 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) UTE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" LAMINATED GLASS WHICH IS COMPRISED OF (1) UTE 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 7/18° AIRSPACE AND 7116" 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 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, IA 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 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT 1� EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). wKea,e lime:19F F.K CHO. N�77E 2TOHEP. A57ME UOQ 22ND ADD NOTE 7. A GE NOTES. ADORE YCESTOP 7E6ANDADDNOTE7. er FJC Dee: Dela 414237 nor 12115273 Oro Redeem A REDUCE ANCHORSPACtNO j • • •• 1O7 NOK gt34278 P.O. ROX 1529 NOMOM% R.34274 II el •• ••• • • • • • • • • • • •• ••• •• • • • • • • • • e ••• ••• • • • • • Vlsibb Better ••• • • •• • • • • • • • • • • • • • ■ "TABLE OF CONTENTS ALUMINUM PICTURE WINDOW, IMPACT P2w701 • 1761 em 4 12 I m""'" 4259.4 ( B NOA DRAWING TABLE OF CONTENTS SHEET GENERAL NOTES 1 GLAZING DETAILS 2 ELEVATIONS, FLANGED 3 ELEVATIONS, INTEGRAL FIN 4 DESIGN PRESSURES RANGED 5 DESIGN PRESSURES FINNED 6 SECTIONS, FLANGED 7 CORNER ASS'Y, FLANGED 7 SECTIONS, INTEGRAL FIN 8 CORNER ASS'Y, INTEGRAL FIN 8 EXTRUSION PROFILES 9 PARTS LIST 9 ANCHORAGE 10-12 y Ro tLClinkP.E. PE:4E712 Stnb4°al • • • • • • • • • • - • •• • • • • • • • • • • • • • • •• • • • • •• •• ••• • • • ••• • • 3/16" ANNEALED OR HEAT STRENGTHENED GLASS OUTSIDE 0 7/16° LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS 1 1/16° NOM GLASS BITE 7/16" LAMI GLAZING DETAIL GED OR INTEGRAL FIN FRAME ME SHOW R 21 3/16' ANNEALED OR HEAT STRENGTHENED GLASS 3/16" HEAT STRENGTHENED GLASS • • • • • • •. • • . ••• • • • • 7/16° AIR SPACE OUTSIDE 14 0 ••• • • • • • •• • • .. • .•. • • • • • 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 11/16" NOM GLASS BITE ;• 1 ;I /A6'4A1Aj I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME • (INTEGRAL FIN FRAME SHOWN) PRODUCT REVISED ascomt a®kb *be Ftakla ea Cada ©G 00 p BP 47 Resifts A Oar 12/16103 /1410.3 NO THIS SHEET OOHANGE THIS SHEET Oster • • • tom Q+r P.O. BOX 1379 NOM= FL 30774 • • • • • • • A IING .DETAILS P Vis+bh Better J_ —6— - • •■•• r•• • • • ALUMINUM PICTURE WINDOW. IMPACT "stmirtast • a+e 8aeat 1 mweaw PW7oi 1 FU rr 12 4259-4 11 Robot L dark, P.E. PE 020712 Shuouaal • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MAX. SIZE =48'X96 R MAX. AREA = 31.99 SQ. TURE WINDOW, IMPACT Aft .414_. • ! y HEXAGON FULL CIRCLE MAX. SIZE = 60° BETWEEN FLATS MAX SIZE = 60' DIA. OR MAX. AREA = 21.65 SQ. FT. OR MAX AREA =19.63 SO. FT. rovalex FJC •••aex FJC 'Mawr& F.1L FAN MAX. SIZE = 96° X 47° OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE MAX. SIZE = 96' X 48' OR MAX. AREA = 25.13 SQ. FT. EYEBROW MAX. SIZE = 98° X 48" OR MAX. AREA = 31.99 SQ. FT. 48° MAX NOTE: A FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. f • • •• • • •�• • • T�vO • • MAX. SILE• 48 • • j AREA = 32.00 SQ. FT • • • • • • • • 98" MAX. • Rood Or 41007 9v9&as tar 7/14103 Mmidast B e A sex •. • • • ••• ••• •• • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • •• • • • •• • ••• • • • ••• • • ELLIPTICAL MAX. SIZE = 96° X 47" OR MAX. AREA = 31.99 SQ. FT. 441/4' MAX DLO FAUVc4ELEVA77ONS QUARTER CIRCLE MAX. SIZE = 68" X 68" OR MAX. AREA = 25.22 SQ. FT. 3 ' 12 I � 4259.4 ARCH. MAX SIZE = 48" X 96' OR MAX. AREA = 3028 SQ. FT. PRODUCT RSVLSED e° empty weD dm Florida Dublin Code Accepteace Espbado• Date ".7e/P/ R b*tLO8d P.E. PE #39712 Structural 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. ramie" D or TWd taw FX 4/407 F.K. ors 11116103 FF./C h4AT3 Rintiskas 8 FAN MAX. SIZE = 96" X 47° OR MAX. AREA = 24.47 SQ. FT. HALF CIRCLE MAX SIZE = 96" X 48" OR MAX AREA = 25.13 SQ. FT. • A CNe°°o6� o O r CHANGE T H38 8HEE7 1 ADD FRAME0.0. OPSSY4tOt AND UPDATE ANCHORAGE NOTE • • • 1070 TEiiBoorl NOKOMISAL 34278 • P.O BOX WS NOR0108. FL 94274 •.• • • • • Visibly Better OCTAGON MAX SIZE = 60" BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. EYEBROW MAX. SIZE = 96" X 48" OR MAX. AREA = 31.99 SQ. FT. A {r-- -- 981/4" FRAME O.D. 96° MAX. A 7 - 501/4° FRAME 0 D. 48" MAX. • • • • • . • • INEPT 4 E : :: • •: MAX. we* 48'•X 96"• • • NOTE: OR MAX AREA = 32.00 SQ. FT. FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. • • • • • ELLIPTICAL MAX. SIZE = 96" X 47" OR MAX. AREA = 31.99 SQ. FT. • • •• • ••• • • • • • • • • • • • • 1 G FIN ELEVA77ONS QUARTER CIRCLE MAX. SIZE = 68"X88" OR MAX AREA = 25.22 SQ. FT. TRAPEZOID MAX SIZE = 48" X 96" OR MAX AREA = 31.99 SQ. FT. na • • • ALUMINUM PICTURE WINDOW, IMPACT SorEORdet 1 I N a d 12 � � 42594 • • • •• • • • • • • • ••• • • • • • • • • • • •• • • • •• • • • ••• • MAX. SIZE = 48" X 96" OR MAX. AREA = 30.28 SQ. FT. PRODUC1 itt..r.se:11 so conitlyteg web the Fikritta fix• 04 Pate r 7YL1 ' 609 o >� �o? Robert L Clerk P.E. PE 839712 Stnrobear 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 GLASS (3/16"HS, .090, 3/16HS) C. 1 1/18" 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, 7/16" SPACE, 7/16" LAMI (3/16HS, .090, 3/16" HS) WINDOW GLASS "X' DIM. TYPE 49.000 AREA 54.500 A,B,C,D AREA 60.000 I A,B,C,D AREA I A,B,C,D AREA 71.000 I A,B,C,D AREA IA B,C,D AREA A B,C,D AREA 65.500 76.500 82.000 87.500 93.000 96.000 Rss RanatlBJC FJC ssaF FJC balm Bp FJC 12111003 we 7114103 A,B,C,D A C B,D AREA A C B,D AREA A C B,D AREA aft 4/4/07 ftwiskar • S A WINDOW °Y" DIMENSION 28.500 +80.0 I -80.0 9.70 SQ.FT. +80.0 1 -80.0 10.79 SQ.FT. +80.0 I -80.0 11.88 SQ.FT. +80.0 I -80.0 12.96 SQ.FT. 14.05 SQ.FT. +80.0 +80.0 15.14 SQ.FT. +80.0 +80.0 16.23 SQ.FT. +80.0 +80.0 +80.0 17.32 SQ.FT. +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 18.41 SQ.FT. -80.0 -80.0 -80.0 19.00 SQ.FT. 34.000 +80.0 I -80.0 11.67 SQ.FT. +o.0 I -80.0 12.87 SQ.FT. +80.0 I -80.0 14.17 SQ.FT. +80.0 1 -80.0 15.47 SQ.FT. +80.0 I -80.0 16.76 SQ.FT. +60.0 -80:0 18.06 SQ.FT. +80.0 +80.0 19.36 SQ.FT. +80.0 +80.0 +80.0 20.66 SOFT. +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 ,CHANOENOTE 1 ANCHORING W11H812 SCREWS c1.4.41* Dtlr I -80.0 43.0 -80.0 -80.0 -80.0 -80.0 -80.0 -80.0 21.96 SQ.FT. -80.0 -80.0 -80.0 22.67 SQ.FT. 39.500 +80.0 r -80.0 13.44 SQ.FT. +80.0 1 -80.o 14.95 SQ.FT. +80.0 I -80.0 16.46 SQ.FT. +80.0 r -80.0 17.97 SQ.FT. +80.0 I - 80.0 19.48 SOFT. +80.0 +80.0 20.98 SQ.FT. +80.0 22.49 SQ.FT. +78.0 +80.0 +80.0 -80.0 -80.0 -80.0 -78.0 -80.0 -80.0 24.00 SQ.FT. +74.0 -74.0 +80.0 -80.0 +80,0 -80.0 25.51 SQ.FT. +71.9 +80.0 +80.0 -71.9 -80.0 -80.0 28.33 SQ.FT• • • • • • • • • UPDATE DEBIGN PRESSURES PER AS7ME 1300-02 AND NOTES. 10707 MEAN UP TAME 1 DESCRIPTION AND HEADINGS. N0b0OmipFL 3427 P.O. BOX 1528 NOHOW FL 34274 • •• • 45.000 +80.0 I -80.0 15.31 SQ.FT. +80.0 1 -80.0 17.03 SQ.FT. +80,0 1 -80.0 18.75 SOFT. +80.0 I -80.0 20.47 SQ.FT. +80.0 1 -80.0 22.19 SQ.FT. +79.3 +80.0 23.91 SQ.FT. +74.5 +80.0 25.63 SQ.FT. +70.0 +79.1 +80.0 27.34 SOFT. +65.5 +74.0 +80.0 29.06 SQ.FT. +63.0 +7t2 +80.0 • 40600 SLI.FT• • • 79.3 -80.0 -74.5 -80.0 -70.0 79.1 -80.0 -65.5 -74.0 -80.0 -63.0 -71.2 -80.0 • • 031 46.500 +80.0 I -80.0 15.82 SQ.FT. +80.0 I -80.0 17.60 SQ.FT. +80.0 I -80.0 19.38 SQ.FT. +80.0 1 -80.0 21.15 SQ.FT. +80.0 1 -80.0 22.93 SQ.FT. +78.0 +80.0 24.70 SOFT. +73.1 +80.0 26.48 SOFT. +68.4 +77.3 +80.0 28.26 SOFT. +63.9 +72.2 +80.0 +69.5 +80.0 • • • • • • • • • -78.0 -80.0 73.1 -80.0 -68.4 -77.3 -80.0 -63.9 -72.2 -80.0 30.03 SQ.FT. +61.5 -61.5 -69.5 -80.0 • 31.00 SQ.FT. 48.000 +80.0 1 -80.0 16.33 SQ.FT. +80.0 I -80.0 18.17 SQ.FT. +80.0 I -80.0 20.00 SQ.FT. +80.0 I -80.0 21.83 SQ.FT. +80.0 I -80.0 23.67 SQ.FT. +76.8 +80.0 25.50 SQ.FT. +71.8 +80.0 27.33 SQ.FT. +67.0 +75.8 +80.0 +62.4 +70.5 +80.0 +60. +67.8 +80.0 FT L-3835 FTL -3850 FTL -3850 -76.8 -80.0 -71.8 -80.0 -67.0 -75.8 -80.0 29.17 SQ.FT. -62.4 -70.5 -80.0 31.00 SQ.FT. -60.0 -67.8 -80.0 32.00 SQ.FT. • • NOTES: ® • • • • • • • • • • • • • • 1. ALL MAXIMUM SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE/OF A 3!66. F1! 19NIT IN TABLE' 1. • • 2. AU. SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 1, OR TO THE PRESSURE FOR THE SMALLEST RECTANGULAR SIZE IN TABLE 1, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FR WITHIN. 3. SEE SHEET 10 THROUGH 12 FOR ANCHORAGE INFORMATION. • • ••• • • • • • uswbes • A V.14 • • 4 UNIT DESIGN PRESSURES ALUMINUM PICTURE WINDOW, IMPACT VLdbly Bever OsSra d e a ds ae,e la"'"' "wc PVW701 I NTS 15 a 12 ( 4259.4 I B • ■ . .•W ■ • PRODUCT REVCWA comply with flow flarkla '7. . RobaitL Clark P.E. PE 539712 SDuehaal • • • • • • • • • • • •• • • • • • • • • • • • • • • •• •• • • • •• • • • • • • ••• • • TABLE 2. DESIGN PRESSURES, INTEGRAL FIN WINDOWS (SIZES ARE BUCK DIMENSIONS) GLASS TYPES: A. 7/16" LAMINATED GLASS (3/16"A, .090, 3116HS) B. 7/16" LAMINATED GLASS (3/16"HS, .090, 3116HS) C. 1 1/16" LAMI I.G., 3116HS, 7/16" SPACE, 7116" LAMI (3/16A, .090, 3/16" HS) D. 1 1/16" LAMI LG., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16HS, .090, 3/16" HS) WINDOW GLASS "X' DIM. TYPE 28.500 49.000 A,B,C,D ' +80.0 -80.0 AREA 9.70 SOFT 54.500 A,B,C,D +80.0 76.500 82.000 NOTES: Iry s FK unortux FJL FK 12!16/04 Oda 74/03 Rniskos A Wmd"a8T Data -80.0 AREA 10.79 SQ.FT. 60.000 A,B,C,D +80.0 J -80.0 AREA 11.88 SQ.FT. 65.500 A,B,C,D +80.0 -80.0 AREA 12.96 SQ.FT. 71.000 I A,B,C,D +80.0 I -80.0 AREA 14.05 SQ.FT. A +80.0 -80.0 B.C,D - +80.0 -80.0 AREA 15.14 SQ.FT. A +80.0 -80.0 B,C,D +80.0 -80.0 AREA A ' +80.0 -80.0 87.500 C ' +80.0 -80.0 B,D +80.0 -80.0 AREA 17.32 SQ.FT A + 80.0 -80.0 93.000 C +80.0 -80.0 B,D +80.0 -80.0 AREA 18.41 SQ.FT. A +80.0 -80.0 96.E C +80.0 -80.0 B,D +80.0 -80.0 AREA 19.00 SQ.FT. 16.23 SQ.FT. +80.0 f -80.0 +80.0 I -80.0 +80.0 j .80.0 11.57 SQ.FT. 13.44 SQ.FT. 15.31 SQ.FT. +80.0 12.87 SQ.FT. 14.95 SQ.FT. 17.03 SQ.FT. +80.0 14.17 SQ.FT. 16.46 SQ.FT. 18.75 SQ.FT. +80.0 1 -80.0 +80.0 1 -80.0 +80.0 15.47 SOFT. 17.97 SQ.FT. 20.47 SQ.FT. +80.0 16.76 SQ.FT. 19.48 SQ.FT. 22.19 SQ.FT. +80.0 +80.0 18.06 SOFT. 20.98 SQ.FT. 23.91 SQ.FT. +80.0 +80.0 +80. +80.0 +80.0 20. +80.0 +80.0 +80.0 +80.0 +80.0 +80.0 34.000 CH/WSENOTE 1 MICHORINO KITH OW SCREWS -80.0 -80.0 -80.0 +80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +78.0 -80.0 +80.0 -80.0 +80.0 -80.0 +74.0 -80.0 +80.0 -80.0 +80.0 -80.0 +71.9 -80.0 +80.0 -80.0 +80 .0 22.67 SQ.FT. 26.33 SQ.F S UP 2 AND HEADINGS. NDTEB. WINDOW "r DIMENSION 39.500 45.000 +80.0 1 -80.0 +80.0 -80.0 P.O. BQx 1629 NO IS 8. 94274 -80.0 +80.0 -80.0 +79.3 -80.0 +80.0 -80.0 +74.5 -80.0 +80.0 -78.0 +70.0 -80.0 +79.1 -80.0 +80.0 -74.0 +65.5 -80.0 +74.0 -80.0 +80.0 21.96 SQ.FT. 25.51 SQ.FT. 29.06 SOFT. -71.9 +83.0 -80.0 +71.2 -80.0 +80.0 • • • • • +80.0 SQ.FT• -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -79.3 +78.0 -80.0 +80.0 -74.5 +73.1 -80.0 +80.0 -70.0 +68.4 -79.1 +77.3 -80.0 +80.0 -85.5 +63.9 -74.0 +72.2 -80.0 -63.0 -71.2 -80.0 • • • • • • • • • • • • • PIN -701 • • • • • • • • •• •• 46.500 48.000 +80.0 I -80.0 +80.0 15.82 SQ.FT. 16.33 SQ.FT 17.60 SQ.FT. 1817 SQ.FT. +80.0 +61.5 +69.5 +80.0 -80.0 -80.0 19.38 SQ.FT. 20.00 SQ.FT. -80.0 +80.0 1 -80.0 +80.0 1 -80.0 21.15 SOFT. 21.83 SQ.FT. -80.0 +80.0 1 -80.0 22.93 SQ.FT. 23.67 SQ.FT. -78.0 +76.8 -80.0 +80.0 24.70 SQ.FT. 25.50 SQ.FT. -73.1 +71.8 -80.0 +80.0 19.36 SQ.FT. 22.49 SQ.FT. 25.63 SQ.FT. 26.48 SQ. FT. 27.33 SQ.FT. -68.4 +67.0 -77.3 +75.8 -80.0 +80.0 SQ.FT. 24.00 SQ.FT. 27.34 SQ.FT. 28.26 SQ.FT. 29.17 SQ.FT. -63.9 +62.4 -72.2 +70.5 -80.0 +80.0 30.03 SQ.FT. 31.00 SQ.FT. -61.5 +60.0 -69.5 +80.0 +80.0 +67.8 -80.0 +80.0 FTL -3835 FTL -3835 FTL -3850 FTL-3850 -80.0 -80.0 -80.0 -76.8 -80.0 -71.8 -80.0 -67.0 -75.8 -80.0 -82.4 -70.5 -80.0 -60.0 -67.8 -80.0 • X1.00 SOFT. 32.00 SQ.FT. 1. ALL MAXIMUM SIZES SHOWN ON SHEET 4 ARE QUALIFIED 70 THE PRESSUREAF 32 Z). PT. YNIi' eTAlaZ. • • 2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 2, OR TO THE PRESSURE FOR THE SMALLEST 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 §HEET INS141.4,A1JQFF WITH OVER FASTENER TYPES ARE THROUGH THE FRAME. SEE ANCHORAGE DETAILS ON SHEETS 10 AND 11. • • • • • • • • • rEG2Z4Z. FIN UNIT' DESIGN PRESSURES ALUMINUM PICTURE WINDOW, IMPACT 'Wake NTS 6 d 12 r 4269 -4 7 Robert L. Clark, P.E. PE #38712 More! FA FA D I 11 O,' � I 4 Illlll 0 ;Nil.. f ____ r, 0 SCREWED CORNER ASS'Y (FLANGE FRAME) MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (FLANGE FRAME) O © 0 111111 ALONG ENTIRE JOINT KEYED CORNER ASS'Y WELD (FLANGE FRAME) ALONG ENTIRE JOINT •• • • •• ••• • • • • • ••• ALONG ENTIRE JOINT • • • • •• • • • WELDED CORNER ASS'Y (FLANGE FRAME) • • • • .. • WIN DOW HEIGHT •• MAX. m 0 MAX. DAYLIGHT OPENING 1 VERTICAL SECTION • • • (FLANGE FRAME) • Dee Oar 414/07 12l}B0i NO CHANGE TH18SHEET NO CHANGE WEI SEAT F.K 11 itetieborc 8 onemeaer • • • • • • • WW reo1NOMOGY R•E HOMO FL 3400 P.O. BOX 15 NOROMA F134274 • • • • • eat Visibly Better • • • ••• • • • • ACM 'S & CORNERASS'Y, FLANGED ALUMINUM PICTURE WINDOW, IMPACT eseneade 1 701 1" I 7 • 12 I mrmw 4259-4 • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2.784° SCREWED CORNER ASS'Y (INTEGRAL FIN FRAME) OUTSIDE MAX DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT t j 0 R 11' :1 ALONG ENTIRE JOINT KEYED CORNER ASS'Y wen (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT •. •.• • • • • • •• • • • • •• • •• • •.• • •• • • • .•• MAX WINDOW HEIGHT 0 0 0 0 MAX DAYLIGHT OPENING --- 2.784° u INSIDE kradBF bobs WELDED CORNER ASS'Y (INTEGRAL FIN FRAME4.: ••: (INTEGRAL FIN FRAME) �� VERTICAL SECTION .SECi3O&S, INTEGRAL FIN �� d - tea . • ALUMINUM PICTURE WMNDOW, IMPACT Mad* Wre Retitlerox FJG 414/07 B NO CHANGE THISSHEt7 72...18F aft kaiak= FX 12118A73 A NO CHANGE THIS SHEET 7070 �3Ca8 palm* Data theako0dys DA FK 7/143 P.a sox tS18 NOXOAW FL 84274 IFN_ 8.121 mrow nne 4259-4 B ITEM 1 2 7 8 10 11 12 13 14 15 17 18 20 21 22 DWG NO 4256A 4253 1155 4255 4254 1224 4224 4262 118weF Date Revision" PART # 64256 64253 781 PQX 64255 64254 6TP247 64262 FJC 414/37 8 NOCHANOE THIS SHEET Realer Uel" "eririmc F.K 12118V3 A NO CHANGE MIS SHEET Drew OD Dar Crolor5i done I FA 7/14/01 DESCRIPTION INTEGRAL FIN FRAME HEAD, SILL & JAMB FLANGED FRAME HEAD, SILL & JAMB #8 X 1 QUAD PN SMS STAINLESS STEEL SCHNEE - MOREHEAD SM5504 ACRYL -R NARROW JOINT SEALANT OR EQUAL 7/16 LAMI GLASS BEAD 1 1/16 LAMI I.G. GLASS BEAD VINYL BULB WEATHERSTRIP (THICK) INSTALLATION FASTENER COVER DOW CORNING 899 GLAZING SEALANT OR EQUIVALENT DOW CORNING 995 SILICONE STRUCTURAL SEALANT, BLACK 7/16" LAMI GLASS: 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 1 1/16" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED ARCHITECTURAL CORNER KEY 7116" LAMI GLASS 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 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 .970" 1 " .975" .975" .050" •• . 1••• • • • • • • 062.7 ITEM 10, ITEM 'II. ' • • III 2.764 7/16 LAMI GLASS BEAD 1 1/16 LAMI I.G. GLASS'BaD • MAIL: 6063 -T5 DWG NO. 4255 .346° —"-I MAT'L: 6063 -T5 DWG NO. 4254. • • • • • • • • • • • w 7 macaws; % P.O. BQX 1529 NONDA08 FL 347!4 ••• ••• • • 1.875" • 2.784" ITEM 1, INTEGRAL FIN FRAME MAIL: 6063 -T5 DWG NO. 4256A • • `ITEM 2, FLANGED FRAME MAIL: 6083 -T5 • • DWG NO. 4253 • • • OCTRc1S6N PROFILES & PARTS LIST 1 ... • ALUMINUM PICTURE WINDOW, IMPACT Ii4c 9 d 12 �°°°°"' 42594 I 3 V 1b1y Better Sselealvesb lases . • 2.500" • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • .131" DIA. M N. x2 ire NAIL, AT CORNERS AND 5° O.C. WOOD BUCK OR FRAMING INTEGRAL FIN DETAIL A CONCRETE ANCHOR (SEE NOTE 1) A 1/4" MAX I SHIM � SEE NOTE 1 FOR ° • EMBEDMENT A 3.5 KSI MIN. CONCRETE FLANGED DETAIL D (SILL ONLY) 114" MAX. f SHIM T 1 3/8" MIN. ®EMBEDMENT WOOD ANCHOR (SEE NOTE 2) SEE NOTE 1 FOR �. ; ; •': . A EMBEDMENT : • 1/4" MAX. I SHIM T INTEGRAL FIN DETAIL B 2x WOOD BUCK (SEE NOTE 3) 1 318" MIN. £ EMBEDMENT 1/4" MAX I SHIM T CONCRETE ANCHOR (SEE NOTE 1) A 1x WOOD BUCK . (SEE NOTE 3) 3.5 KS1 MIN. CONCRETE 1.5 KSI MIN. CMU WOOD ANCHOR (SEE NOTE 2) A 1/4" MAX SHIM T FLANGED DETAIL C 2x WOOD BUCK (SEE NOTE 3) NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS, EMBEDED 1 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 CONCRETE EDGE IS 13/4° MIN. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 OR #14 STEEL SCREWS (G5) OR 114" SS4 CRETE -FLEX 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 U2". lx WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLIVCOIQCl2El, . ;WQ6@ EtUCM,IMPICTED AS 2x ARE 1 112" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO f!§ ENGREE!) IfY gTt1aS0R AS APPROVED BY AUTHORITY HAVING JURISDICTION. . • • • • • • • • 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM SIMIGTROF g063 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 IIF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURE SHEET 2 iAND • ANCHO SPAC NG O P TAPCONS MAY BE USED MAY Reader FK sex cmater FJC F.K Das W1&3 Vas i114103 anistor B A B$ REVISE ANDUPDATEANCHaRAGEPERCURRISVTFBC CHANGE AWE 9 AND FASTHIERSPAcNG • • • • • • • R P.a BQ,URE NOKO IS, FL 34274 visibly Better ••• • • • • ••• • • ANCHORAGE - HEAD, SILL AND JAMBS • ALUMINUM PICTURE WINDOW, IMPACT 111•1011 woes sit a"e • 1011 one ew-mf • I NTS1 10 a 12 I 4259.4 1 • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• • • • •• •• ••• • • • ••• • • TABLE & ANCHOR N.CE LANCHORI TYPE VVINDOW "Y" DIMENSION 20 48.0" 1.2 4. 1. 2. 4. X Y X X Y X Y Y XYXYX XY YXYXYXYXYXYXYXYXYXY 1 are ZL r Z/1 1 8 /9ZL 01 St£ ZL 19/£Z11 i1 9 [ 19/£Zl [0/£ el. 1 L Lt 1 1 ere Zt1 1 LL [ere a1 [ 14 1 1 8/£ ZlJ 191/£81 [ 8/£ et] 1914 [k Zl, Lets 61 1 ex z1 1 11 1 [ 9/£ ZL 1 it I 19i£ZL1 1 LL 1 [ore et 1 [Z1L it ei£ ZL 1 1 z/1 11 ', 1 ere et1 1 Z/1 11_1 1979 61 I zi 1 [8l£]a 1 x1' 1exZt 1 ZL 7 8/S of [ zit 1 1 9/9 1 01 919 01 Ell et 1 819 0 411. 9 9/901 1 8/S 01 11 1 1 8/9 01 1 i 14 1 9/901 t 1 9/901 91/8 6 1 9/S 01: 91/8 8 1 1 919 0i1 91/£ 6 [9 /9 011 I LL 1 1 919 06 1 11 1 1 8/9 01 1 11 re/9 01 I Z/1 11 18/90t1 I V111 [8/901 I Z/111 149 I Z1 1 18t I Zl 1 18/9011 I et 1 [ Z1 1 [Z/l L e1 1 01 [ Z1 IZ/1Zt [Z1 I 14/19 1 [Zl 1 Z1 LL I ZL 1 ti 1 et 1 [ 11 1 1 et 1 191/£ 6 1 1 Z1 1 1 947E 6 1 1 z1 1 L 91/£ 61 I 8/96I 11 L ZL ] i 11 1 1 9/s 6 1 1 11' [ IZ/L ill I et 1 IZ/1117 1 8/9 8 IZ/t 11 1 8/9 6 I I zl 1 I et 1 I z1' 1 8/9 61 Z4 1 4!£011 1 Z/t 1 41£ 01 01 14/8 0t IZ/1Zl 14f£ 01 4n 9 [ P1£ 011 14/£01 1 14 1 14r£o1I I 11 1 1 we 01 1 I 14 1 14/£ot 1 91/£ 6 1 [we 01 1 1 91/8 6 1 14/£ of 191/£ 6 1 1 91/919 1 1 tt 1 14/£011 [ LL 1 1 41£011 1 Lt I 1 91/919 ] I Z/11L 1 141£ at 1 Z/1 11 14/£ot I Z/1141 [91/9191 1 ZL 1 1 I Z4 I P18 01 1 el 91/£1 111 [Z/1111 e 111 01 91/£1 111 1Z /1Zt 91/£1 1.111 41191 91/£1 11 [91/£1 111 I 11 I [91/£1 111 [ 1'4 1 [eli£t 111 1 it 1 1 9/1 6 191/£81 191/£1 111 1 91!£ 6 1 1 91161 1 91/£ 61 911 I 11 I l91/£t 111 1 LL 1 18/1 6 1 i 11' 1 18/1 6 1 UL 14 91/91 11, 1 Z/1 11 1 8/1 8 I Z/i 11 1 91/1 9I 1 ZL 1 19141 111 1 Z1 1 1 8/1 6 1 Zt we 01. [Z/111 we 01. 01 4/£ 01 1 Z/ i zl [vie 011 I 411 9 4/£011 [WC of-1 I 11 1 141E 01'1 I ILJ 14i£ 1 411 8 1 [ 91/£ 61 [4/£ Oil • 8119 6 1 [ 4/£011 1 91/86] 4 /16 14 1 4i£ 01 I 1t 1 4/1 6 4/161 Z/L 111 41E 011 I Zi411 1 111 6 1 1 Z/1 141 4/1 6 1 zt PIS 0t1 z1' 1 1 4/1 6 zt 1 [91/11 11 [Z/1 91/11 11 01 91/11 11 Z/1 Z1 91/11 11 4/1 8 [91111 11 [91/11 111 11 j 191/11 111 LL 191/11 111 1t 1 0 1 1 9t /£ 6 1 191/11 141 1 91/£ 61 I of 1 1 91/£ 6 1 1 we 91 l J 191/11 411 1 11 1 I 01 L —L J 1 "£ 9 1 IZ /L It 191/41 44 1 E/1 11 i we 8 1 Z/1 11 14/e 8 1 1 ZL 1 19141 14 1 Z4 1 we 8 1 I zL__, 8/9 Zl LZ/1 11 I 919 Z1 Loll Les et [ v ZL_l 1 8/S et 414 8 8/9 ZL 191/£1011 LL 19/9Zt1 1911£1 I ILJ 1 91 /1 61 1 91/£ 6 1 1 8se11 1911£61 19141 01 19l/£61 1 91/1 01 1 i. 1 191/£1 011 1 11 1 1 91/1 8 187/161 1 Z/1 11 1 1911£101! 1 en ' 191/16 Z/1 41 1 9111 8 I Z4 191/£101 I Zt 8 7/16 z i 83.0" O.C. [ 9►S 11 1 Z111 ] 9/9 14 01 9/9 11 I Z/1Z11 1 9/9 11 I 4/1 8 [ 879 14 a) 1 art ot 4t 9/9 11 1_ 11 1 I i1' i m 1 91/£ 6 1 9/9 11 911£ 6 9/1 01 1 191/£ 6 I a) LL 19/811 11 1 as 1 LL 1 8R 8 j I Z►1 11 Ie1911 I Z/1 11 a) I Z/1 14 I e/1 e ZI 9/1 01 L ZL m Z1 86.0" O.C. ZL 1 [Z /1 Z1 I [ 01 1 1 Z1 1 [ Z/1 Z11 I ZL 1 [ 4/191 [Zt1 as 1 zi at1 r LL 1 I zI 1 1'4 IZ/1 011 I 11 I 1 9/6 [91/£81 1 z1 1 91x£ 61 I Z/1011 191/£61 187/161 I Z/1 ca. 1 I L I 19/£61 I 11 ' 1 191 /1 1 Z11 14 1 IZ/1et1 1 Z/1 111 1 91/1 91 I Z/1111 1 9111 8 1 I Zt I I Z11 011 I zt I I9111 1 Et 1 NOTES: 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: •• ••• • • • • • •• MAX. ON- CENTER (0.6.) "X° AND Y" DIMENSION FROM TABLE 3 (MIN. 2 W OA. CONCRITE • • Z. MAX 81/2' FROM CORNERS • • • • •• ••• •• • • • •• 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR FJC Draw Ibx FJC Aft NONOMI$, F134274 Visibly Better • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • Fw.701 • • • • • • • •• •• 1 °X" DIM. -- FIND THE SMALLEST WINDOW SIZE IN TABLE 3 WHICH THE OVERALL WIDTHHIND I f IGHT DJI4FNJQIIIS COMPL.FTELY FIT WITHIN AND USE THE ON- CENTER DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIME HR 9R €IR€UMFEREQICE, NOT EXCEEDING 81/2' FROM ANY CORNER . • . . t TRATE W. IMPACT NTS 11 er 12 4259-3 ANCHOR TYPES: 1. #12 STEEL SCREW (G5) 2. #14 STEEL SCREW (G5) 3.114 ELCO TAPCON 4.1/4° ELCO SS4 CREFEFLEX 5.5/18' ELCO TAPCON E'kCPReVW® s wi t r lrYr . , 7 . prow 7AD9 ag Re•o•. Reedlit Deter Ogre 4f4M7 flake 44/03 Reybkar 8 ttheda48p. TABLE 4. ANCHOR ON-CENTER DIMENSION BY ANCHOR TYPEy CONCRETE SUBSTRATE ) ANCHOR TYPES: aau tiOH4M 1.412 STEEL SCREW (G6) 2.414 STEEL SCREW (G5) a 1 /4" ELCO TAPCON 4.1/4" ELCO SS4 CRETEFLEX 5.5/18' ELCO TAPCON 25.0 48.0° 5. 3. 4. 5. r X Y X Y X Y X Y X Y X Y t art ZL Z/LL1 L 8/£ 21 OL 1 8/£21j zit. 9 1 are z1. J z /1. ZL 1 41161 4/l 8 1 91£ ZLj I wt. 9 1 1 411 6 j 1 9i 21j cia 1 4/1. 61 1 11. 1 I are zll I 14 1 I8/ez1.1 1 1 91 /1 LI 191/£ e1 (B/6 ZL 1 91.1E 6 181EZL1 91/£ 6 77116 4/1. B I ere at. 1 LL 1 19/9zl 1 LL 1 91.14 L 18 9 1 9/e z1 [en I8/e ZL1 1 ZIL 1.1 L91/L 41 1 4/1 L 1 e z1 Z 1 z 1 z1. 919 011 Zit L 1 19/9 011 r 81 [ 9/9 zit 9I 8 /901I 2/11 1 8/9in] 411 9 I 1 9/9 011 1z/191 18.1s01. I zit. 9 1 1 cc 19 /901 1 1.1. j 1 9/9 of ] 1.1 1 lzna I BL/£H I8/901 [ 19/901 1911'£ 6 8 L 1 1 ¢n9 19/901. 11. l 1 8/9 01 11 L 1 914 011 1 z cc 1 9/4 01.] I Z/L 11.1 1 811. 1. 1 4/1 L 19/9 01 ' r - z1. 10/901, I z1. z1. 2 /1L Zl 1 01 9/9 8 Z/1.9 21 1 zn ZL 1 1- 6 1 4/18 Z1 1 4148 18/96 1 1 Z1 �LL 1 F 11 1 1 Z1. 1 I LL 191.166 ZL 1 I91/2 [ ZL I91/66 [ 811 9 1 4/1. 9 f ib 1 1 . 1 . 1 r Z1. 1.1. 1 8/1. 9 18/9e 1 I z/1 11. I z1. I zn L11 1 9/!. 414 L F1 I ZL I ZL I ZL 4/£011 Z/1. L 1 we 01.1 01 I 14/£01] 1 Z/1. I r41£aaI z1 91.1518] 4n9] 4/6 a1 I 411 9 1 1 91/91.81 we al 1 a1/11i] 1 cc 14/6011 1 1.1 I 141e L1. I91/1.1. L I ate 8 1 14/601.1 191 /6 [4/£011 I9L19 1 91.11.19 I 411. 8 14/eet 1.1. 1 14/e o1 11 IWS 8 1 I4/e01.1 1 211. 11 41£01 I ZI1 1.1.1 1 91/119 1 1 411. I 41e01 , I ZL I 4/601 , [ z1. 1 91.191 11. ZJL L1 91/91141 9/1.8 Zl1. 9 91/1 111 I121/2 91.11. 8 411. 91/61 11 411. 9 I 91./1. 9 1 94/£1. 111 CD 81/1.91 1 14 _(J 191191 L1 1 1.L I I91/£1. 1.1] I LL 1 1 ere L 1 911£ 6 I 1 B/L 6 1 91./£ 6 1 191/91 14 [96/£ 6 1 91/8 9] 4 /1 911. 1 1.L 91/C111 91/8 9 9/9 B 9/1. 6 [z/1. 11. 191/£1. LL1 I Z/1. 14 I91169 17 I B/L 6 1 Z1. 911£1 LL. I Z1. 4/£O1.I z /l 14/£0LI 01. O1),1 419 0L 1Z/LZ1. 1 4118 I 4/1. 9 I 4/601 1 4/1 9 91/1 9 0) 4/£ 01. I 0( 14/£ 1 LL we 01 1 1 41 . 1 91/e 1. 1 911E 6 1 4/£011 as 6 1 1 4/£01. 61 I Z1191 411 8 L 411. 8 L4 [ 141E 1.1 Z/L 9 I 9/9 9 I 4/1. 6 1 11 1.1.1 4/6011 I Z /l LL Z/1 9 411 L 4n 6 ZL 1 4/6 01 1 z1. 91/11. 141 Z/1 L I 91/1.1.1.1.1 01. I 01 1 2 /19I 91.11.1. 1.11 z/1. z I _4/ea1 411. 8 I 91/14 141 411 1 1 we 8 co 91 /11. 141 ot_ I16L L] 191.161. L 6 1_ [9 LL LLL_I 1-. 191/£ 6] I O1 1 91/6 6] 19N11 LL 1_91./£ 6 1 1 9/s 9 L41L 9] I al L LL r9 11 L « _1 1 r 9/9 s l 1. 4 /£e LZ/L 11] [91./11 11 I Z/1. 1.1. 9/1. 9 4/1. [4199 Z6 191/11 11. ZL 9/921. 1 zl6 L 112 5/8 1 01 I 81 /L 61 1 i1 -9J 9/9 21.] Z/L z1 I 91 /L 9 I L_vnaI 19/9Zd Lyn a I [/L a 1 1 8/9 21 1 91/6 L 1 11. 1 L_Ll [ 919 21 I L_L J 1 a /L9] 1 91.1£ 61 191.1£1. 011 [ 91 /9 8 r 9/5 ZL 91.1£ 8 [91.199] 4/1. 8 191./1. 11. 18/9 21] 11 [91/9 9] 1 9/9 9 1 1 91/2 6 Z/l LL 19/9 z1. I Z/1 Lt.] 1 91.16191 4/1 2 I91/L8 zl 1 919 21 93.0' O.C. 9/9 L1., z/1.L 1 9/9 Lt. I 01. I 811 OL I 2/1.91 919 1� 1 1 12 1/2 w 4/1. 9 I 13/9 LL 14/19 9/1 co 819 111 co 8/£ _ 9/9 1.1 1 L 11 1919 11. 1 1.l 1 we 9 1 911£ 6] IB /L 01. 1 INA Ell 1 919 1 L L 94/e 4/1. 9 1 4/1. 8] I_ co Li _I 8/9 11. l LLJ 1 91.1£1. 9 819 8 co 1z/11i] 18!5 11 Z /11.1 1 91/£19 4/1. L m 18/9 11 Z1_ rRoDucr Remo D U C T e3 M•b di* Rod& >g Code Memo= No • - r r 9 ..:.,.�� a; 1 � Dale 111 `., ', r 96.0° O.C. z1. ] z/12] 21. a1. 1 1 Be 6 1 enn9 z1. 1 z/ z1. 1 18 7/16 4/1. 9 1 1 Z1. ] 411. 9 I 187/18 at ZL 1 as 91. /1.4 L I 14 1 V1 04 1.1 ] z1 1 11 l 1 2/1.91 1 91/9 8] IZ/1 91.16 6 Z1. 191/6 0) 1 411.81 I 9/6 6 1 1 . 1 1 I ZL LL w 81 5 8 I91129 I Z/1 LL1 I z1. 1 zn L1 I B/9 9 I P1L r 94/1 9 I z1. ' I zl I z1. NOTES: 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: "Y" • • • • • i • • 'X' "Y" MAX. ON- CENTER (0.C.) AND DIMENSION FROM TABLE 4 (MIN. 2118 Oe CON • DIM. • • MAX. 81/2" FROM CORNERS • • • •• • • . i' •i • • • • • ••• • • • • • • • • • • L Clink, P.E. PEA 712 Strums 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANNLAR! WITHIN 1/2" "X" FIND THE SMALLEST WINDOW SIZE IN TABLE 4 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETIR QR %CUMFERP -!13OT EXCE€DI%IGil ---- -- DIM. - � AND E THE ON- CENTER FROM ANY CORNER. 16rse ey oaee R.W4a • • • • to7o7J i1DR1E ARl�R3427• N KOac.� AINC016f R 90274 — • • wawa • • 4RICHQIVIGE, CONCRETE SUBSTRATE . S'• • ALUMINUM PICTURE WINDOW, IMPACT sx F.K bm� 4147 B NEW SHEET "° �� Ockt ortre : f K LiMC 7l14fi3 tbaed o,• Visibly Better s' 0ae PYK709 smr I NTS ai ac 12 d 12 ` os�+m. 4239 3 I • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI DE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: This NOA is being issued wider 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 II DESCRIPTION: Seri - ' 'y' -101" Outswing Aluminum French Door w/ Sidelites • • • • • APPROVAL DOCUMENr: Drawing 0.11005-1, mien n cn (tool' & Side IInpact7,,Jieets lthrough 10 of 10, prepared by manufacturer, dated 02 -22-07 and last revised on 09/25 /07, ti led and sealed 6y Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp wimistlsie•Notice of. Acceptance number and approval date by the l' m' Dade Con product Control Division.• • • • MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com • ••• MISSILE IMPACT RATIN . : ge and Small Missile Impact Resistant Limitation: 1. Use of Table 1, require full length reinforce r�r , e e o :, : , OX 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 atid. • . • 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. • • .• • • • • •• • •. • • • • •• • • • • • •. O. Thelower •••• • • •••• NOA No. 07 tion Date: October 18, 2012 vat Date: October 18, 2007 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact ", sheets lthrough 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. 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 De for • • . • "DuPont Butacite ® PVB" dated 02/15/01, expiring on 12/11/100 • • • • • •• • 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc, for `�5o1 iti{p Interlayet • • 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 \silo. 1. L �h e4.I.. ts haq I. Mania, 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. 318' LAMI NOM. (.402') CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS PLUS AN .090 PVB INTERLAVER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PLUS (1) LITE OF 3/18' HEAT STRENGTHENED GLASS. B. 318" LAMI NOM. (.4029 CONSISTING OF (1) UTE OF 1/8' HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLE)UKEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16' HEAT STRENGTHENED GLASS. C. 7/16" LAMI NOM. (.465'1 CONSISTING OF (1) LITE OF 3/18' ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLDUKEEPSAFE MAXIMUM PLUS (1) LITE OF 3/18' HEAT STRENGTHENED GLASS . D. 7/1W LAMI NOM. (.465') CONSISTING OF (1) LITE OF 3/16' HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLDUKEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16' 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. CONFIGJRAT(ONS: is O XO. XXO, O on, AND OXXO. 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, 03-0226.05, ANSUAFBPA 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), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE UTE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. F ;badly F.K hang F.K EXTERIOR EXT. -1/8' ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR— a- SAFLEX/KEEPSAFE MAXIMUM IN . - 3/16" HEAT STRE 1/2'GLASSBTE EXTERIOR EXT. - 3/16' ANNEALED OR HEAT STRENGTHENED GLASS • • ••• • • • • .090 INTERLAYER • • bUfv3N7 BUTACITE OR • • • • • • • • • • • • • • MAXIMUM • • • • i WALTZ S1eHEIT $TIIATHEND GLASS ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/2' GLASS BITE - ► .465 +-- 7/16° LAMI NOM. • P AZING OPTION C OR D, NOTE 1 NOTES AND GLAZING DETAILS tal ALUM. FRENCH DOOR & SIDE IJTES, IMPACT NOA DRAWING MAP TOPIC SHEET GENERAL NOTES 1 CONFIGURATIONS ..... 1 GLAZING DETAILS 1 DESIGN PRESSURES -.» 2 ELEVATIONS 3 VERT. SECTIONS 4 HORIZ. SECTIONS 6 PARTS LIST 6 EXTRUSIONS 6.7 ANCHORAGE. 8-10 Awrorc s complying sffu me Code Florida Pete molt. / t Z4►. Muni Dade Indent Control r I Skel L L dark P.E. PE 638712 S6+ahoei TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS A APPROVED CONFIGURATIONS: X, XX, 0, OX, XO, OXO, XXO, OXX & 0)0(0 (FOR DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE LITE CONNECTIONS DOORS WITH GLASS TYPES A B, C OR D HEIGHT 27 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 3 3712"I 8° 71 c+75 _75 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 X WIDTH XX WIDTH ge _ 79 3/4" 2912" 55 3/4" X WIDTH XX WIDTH 2° 25 1/2" g° 47 3/4" 27 1/2" 51 3/4" 2 311/2. 5 0 59 3/4" 28 3312" 54 63 3/4" 3512" 67 3/4" 3° 3712" E° 71 3/4" SINGLE O WIDTH SIDE UTE 103/4" 12 3/4" 19" 21 314" 27 3/4" 38 1/8" 36 3/4" +75.0 -75.0 +64.5 -64.5 +75.0 -75.0 +72.4 -72.4 +52.9 -52.9 +35.2 -35.2 +34.0 -34.0 7 83314" 87 3/4" D WIDTH SINGLE SIDE UTES WITH GLASS TYPE A 361/8" +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.6 -67.6 +64.2 -642 36 3/4" +75.0 -75.0 +74.9 -74.9 +70.4 - 70.4 +66.6 -66.6 +63.1 -83.1 0 WIDTH SINGLE SIDE UTES WITH GLASS TYPES B, C OR D 36 3/4" +75.0 -75.01 +75.0 -75.01+75.0 -75.01 +75.0 -75.01+75.0 -75.0 TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR 1 SIDE LITES ONLY 2 APPROVED CONFIGURATIONS: OX, X0, OXO, XXO, OXX& 0)0(0 (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE LITE CONNECTION GLASS TYPES A, B, C OR D HEIGHT 6 79314" 7 83 3/4" 87 314" 91 3/4" 8 ° - 953/4" +49.0 -49.0 +46.2 -462 +43.6 -43.6 +41.4 -41.4 +39.3 -39.3 +58.6 -58.6 +55.4 -55.4 +52.4 -52.4 +49.8 -49.8 +47.4 -47.4 +51.7 -51.7 +48.8 -48.8 +48.1 -48.1 +43.8 -43.8 +41.6 -41.6 +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +48.5 -46.5 +44.3 -44.3 +43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.6 -35.8 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 GLASS TYPES A B, C OR D +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +61.0 -81.0 +57.8 -57.8 +65 0 • -5 0 +35.2 -35.2 +35.2 -35.2 +35.2 -352 +34.4 -34.4 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +68.5 -68.5 +85.0 -65.0 .6'1'9 '4C9 : +5/1.0a 1 59.(L +49.9 -49.9 +47.2 -47.2 x$4.7 ' -47 + 42.d +34.0 -34.0 +34.0 -34.Q j34.4' 04.0 n.(1 '-$1.0 Pool* boor aft FA Maks - . - Sodas FA REVM UOMI,E 8S AOOURTATIMEMIABtELMOI REDIREAMS@OESIONF1 ANSAINmil.Ni OPS FX 22267 .LL 621,V7 A..ka.e RENSEDTABIE2 DEMON P AAD IP*REMFV� NM? a COM MEau88TYPES &MAXSAESMBONDYESSADONOTES &ft W eet Anae M407 A Fpi TABtE7 91 3/4° 8 ° -953/4" • ' - • • • • *mom sag P.4 SQx te7e U17fOlee, f9{B74 • NOTES: �1 GLASS TYPES: A. 318' LAMI (1/8" A-090 PVB, 3/16" HS) B. 3/8" LAMI (1/8" HS, .090 PVB, 3/18' HS) C. 7/18' LAMI (3/16" A, .090 PVB, 3/16' HS) D. 7/16' LAMI (3/16" HS, .090 PVB, 3/16" HS) A2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX. OX//CO WIDTH = 731/2" MAX OXO WIDTH = 1091/2" 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 64118" WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC, CURRENT EDITION. NARROWER DOORS MAY BE USED WHERE EGRESS IS 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 UTE 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 381/2" SIDE LITES DESIGN PRESSURE = +70.4 1-70.4 PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 30" WIDE x 87 3/4" HIGH SINGLE DOOR WITH 26" SIDE IJTES DESIGN PRESSURE = +43.61 -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 =+43.11 -43.1 PSF ®6. 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 •• • • • • •• • • • • • - DESIGN PRESSURES ALUM. FRENCH DOOR & SIDE LITES, IMPACT INOOLOS FD101 a•r are 1x 2 s 10 .a+•a• 11005 -1 B Approval na am"pSlo t1a Flosida °° aa7 R Date NOM 07-. aiar� 6164 Dab noted 1 �i7,1 lipc4 Robert L. Clark, P.E. PE g19712 SYtc and • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• • 000 • • • 000 • • 143 3/4* MAX. - SEE NOTE ---� -- 383/4' M ANX. - 3- MAx. --tSEE -- \ l t\------- 95 a (T 1 - O // E O / 1 �E \ X ACT \ 7 / E /X /WT. IE 1 0 1 r 73112' MAX. 38314' r MAX. E3 / X O SEE NOTE 40 R XO 37112" MAX. A - 1 843/8" MAX DLO TYP. 95 3/4* MAX. HT. TYP. SEE NOTE 4 71314" MAX. 24 8/16" MAX. DLO (TYP) NOTES: 1. FOR ANCHO DETAILS SEE SHEETS 8 THROUGH 10. • • 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. FOR E>E70 ANDSPECOVE ACT. MO7PWAVE OXO SEE NOTE 4 • • • • • • EVL KOASA RAM • • • P.O. E1X 1529 NGI11718EL FL sea74 rt ••• •• • • • •• 1IWbly Better •• • • • • ••• 41P • • • • • • • • • • • • •• • • • • • • • • • • • • • • • •• • • • • •• 4100 • • • 000 • • 3. SIDE LITES OVERLAP 71 AND IOC DOORS BY 3/4" WHEN ASSEMBLED TO MAKE 7(O'. '0X', '0X0'10(0', 'OXX' AND'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE UTE TO DOOR CONNECTIONS (SEE APPUCABILITY 2). 5. CLEAR OPENING FOR x AND 701 DOORS AS FOLLOWS: (71 D S =Aim - 51a3: ('t = DC�)R•V�IQTH/2.4.078) owe* •l. looks • • • • • • • • • • • 1 • • • • • i T Fae•aNr OOdtMB)saeU1EA0• DOOR OACLL ELEVATIONS tar "SEE NOTE 4 DOOR DLO HEIGHT = HEIGHT - 11318" A DLO WIDTH 'X = DOOR WIDTH - 1215118' DLO WIDTH 701= DOOR WIDTH/2 -11 5/18' SIDE U1E DLO HEIGHT = HEIGHT -11 3/8" DLO WIDTH = WIDTH -31/8' ALUM. FRENCH DOOR & SIDE LITES, IMPACT FOIO I NTS 13 10 I 11003 -1 I B SEE NOTE 4 ^d4 thr PI....: 111, OCT I9' 4 " 1. PE 839712 Shualu d 383/4' 1081/2" MAX. NOTE 3 MAx. --tSEE -- MAX l t\------- � - - \ .. lE / - / tt X 1 9 0 j E� 0 IE 1 0 1 r 73112' MAX. 38314' r MAX. E3 / X O SEE NOTE 40 R XO 37112" MAX. A - 1 843/8" MAX DLO TYP. 95 3/4* MAX. HT. TYP. SEE NOTE 4 71314" MAX. 24 8/16" MAX. DLO (TYP) NOTES: 1. FOR ANCHO DETAILS SEE SHEETS 8 THROUGH 10. • • 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. FOR E>E70 ANDSPECOVE ACT. MO7PWAVE OXO SEE NOTE 4 • • • • • • EVL KOASA RAM • • • P.O. E1X 1529 NGI11718EL FL sea74 rt ••• •• • • • •• 1IWbly Better •• • • • • ••• 41P • • • • • • • • • • • • •• • • • • • • • • • • • • • • • •• • • • • •• 4100 • • • 000 • • 3. SIDE LITES OVERLAP 71 AND IOC DOORS BY 3/4" WHEN ASSEMBLED TO MAKE 7(O'. '0X', '0X0'10(0', 'OXX' AND'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE UTE TO DOOR CONNECTIONS (SEE APPUCABILITY 2). 5. CLEAR OPENING FOR x AND 701 DOORS AS FOLLOWS: (71 D S =Aim - 51a3: ('t = DC�)R•V�IQTH/2.4.078) owe* •l. looks • • • • • • • • • • • 1 • • • • • i T Fae•aNr OOdtMB)saeU1EA0• DOOR OACLL ELEVATIONS tar "SEE NOTE 4 DOOR DLO HEIGHT = HEIGHT - 11318" A DLO WIDTH 'X = DOOR WIDTH - 1215118' DLO WIDTH 701= DOOR WIDTH/2 -11 5/18' SIDE U1E DLO HEIGHT = HEIGHT -11 3/8" DLO WIDTH = WIDTH -31/8' ALUM. FRENCH DOOR & SIDE LITES, IMPACT FOIO I NTS 13 10 I 11003 -1 I B SEE NOTE 4 ^d4 thr PI....: 111, OCT I9' 4 " 1. PE 839712 Shualu d at a VJ J= ••• • ' • • • ..--ftil-- Jr v ,ILI6�_■ • • • •• • MAX DLO DOOR SECT. A-A VERTICAL MAX. DOOR HEIGHT INTERIOR EXTERIOR MAX DLO •• • • • SL SECT. B-B VET ICi HT • • • • • • • ••• INTERIOR SL VIEW G -G CORNER ASSEMBLY APPeoved Beaus with the Florkla Bete OrTit / Miami 0W e P�odvcl Control B °a ibleditic Cole arse Rama* Date •wow AIL W111/07 0 ND fiatNtl&1M9 SWEL Roo/b$ O•r Rana FA WAD A WOW DOUBLE MUM HEAD SI GNAT OORNIER A98Bf8.Y F.K 2I22A7 J.L "'MINN • ' • • • • • • • • • • MONONA asetni P.Q BQX 1529 N KIA= FL 34974 Visibly Bemis •• • • • ••• • • *EXAMPLE ELEVATIONS A! ALUM. FRENCH DOOR & SIDE UTES, IMPACT aaas are i l 4 +10 I1100111 B •.rre•e FDIOI • • • • • • • • • • ••• • • • • • • • • • • • • • • •• • • • • • •• •• ••• • • • • • • find Hp Oast FIG nr Mew ex Mg FX d%T Dam* OM Fie 2122107 MS'DOOR VIMIDE WE' o lVISEa WOKE MEU177C8ECr. P-F Dar VERTICAL SECTIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT Tire .ai o,• Dr.w F0/01 12x 3 d 10 11003.1 Max. DLO MAX x WIDTH Fa --MAX. SL WIDTH MAX. DLO SL SECT. E -E HORIZ. (DOOR W/ SIDE LITE SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 8) • • ••. • • ')OC SECT. C-C HORIZ. x SECT. D-D HORIZ. • ••• • • • • • •• • • • •• • • • • ••• • SEBTABLBS 1•AND 2 AND • • • IIMTESb'NSHELTS 1 8.1 • • • • FOR APPLICABILITY ••• ••• • • • • • • • • • • • ••. • • • • • • • • • •• •• • • • ••• • • • ••• 14side(y Better • • • • •• • MAX DLO {-MAX SL WIDTH 1 INTERIOR EXTERIOR SL SECT. F -F • • • • • HORIZ. (SINGLE SIDE LITE) Awned as complying with Mc Date G t 90 NOM Product Dole Proda t ' Cmtrai ITEM DWG # PGT# 1 943B 2 1010 3 7070 4 955 5 938 6 956 7 8 995 9 998 10 952A 11 11000 12 1870 13 11004A 14 11001A 15 11002A 16 11003A 20 915D 21 1010 22 6608 23 1140 24 1048 25 930 28 1118 27 7070 30 9100 31 911E 32 917 33 1178 34 913A 35 1130 38 990 37 914A 38 39 997 40 1023 41 928 42 1145 43 1212 44 98313 45 984B 48 1213 47 929 48 1139 49 982 50 51 930 52 931 53 1118 54 957 55 1118 60411 80300 67070K 7955X 7938X 7958A 7832X12FPXP 70995 70996 8533016 811000M 871670 611004M 411001A 411002A 411003A 60380 60300 86508M 78X112PSATS 71048 41721N 710X34PFA 67070K 6910 6911 7FRMO 71058FP W,B 50378M 8TRODA 7990NUTA 80379M 7834FPT 70997 67924G 41720 78X12FPAW 7P3OGG 6983 6984 60200K 74UBLOK 7634F FD2PTAY 6R180FS 41721 7FRSPX 710X34PFA 70957X 710X34PFA DESCRIPTION FRAME HEAD WSTP.,Q -I.ON .190 X.375 HIGH BULB WEATHERSTRIP .187 X.300 HIGH FLUSHBOLT STRIKEPLATE 2 PT. LOCK STRIKEPLATE FRAME HEAD STRIKEPLATE BACKING PLATE 68-32 X .500 PH. FL. MS - S.S. W /SWCONE PATCH GASKET (BETWEEN THRESHOLD & FRAME JAMB) GASKET (BETWEEN HEAD & FRAME JAMB) FILLER HEAD ADAPTER OUTSWING THRESHOLD WSTP, .350 RD FOAM FILL T-SLOT (AMSBURY#32011) OUTSWING THRESHOLD CHANNEL COVER ACETAL SPACER .085 (INHOUSE INJECTION MOLDED) ACETAL SPACER .095 (INHOUSE INJECTION MOLDED) ACETAL SPACER .140 ( INHOUSE INJECTION MOLDED) FRAME JAMB (OUTSWING) WSTP.,Q-LON .190 X.375 HIGH REINFORCEMENT, 1.000 X2.750 X0.650, 608175 #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.625 PH. FL SMS TRUSS CLAMP 5/16 -18 THREADED ROD 5/16 -18 FLANGED HEX NUT WEATHERSTRIP CHANNEL #8 X.75 PH. FL TEK GASKET (BETWEEN PANEL HEAD/SILL & PANEL STILES) WSTP., .187 X.250 HIGH, FINSEAL SLIDE BOLT ASSY. (INACTIVE PANEL ONLY) #8 X.500 PH FL SMS TYPE BDS SILL DUST PLUG (INACTIVE PNL) DOOR PANEL ASTRAGAL 1 (OUTSWING) DOOR PANEL ASTRAGAL 2 (OUTSWING) WSTP.,Q -LON .190 X.200 HIGH LOCK SUPPORT ASSY. (41707 & 41708) #6 X.750 PH. FL SMS 2 PT. LOCK ASSY. • • ••• • RUBBER SLEEVE • • • • STRIKE PL. INSERT (INACTIV E PANEL) • • • • • DEADBOLT STRIKE PLATE • • ••• • #10 X.750 PH FL SMS HANDLE STRIKE PLATE #10 X.750 PH FL SMS • • • Arad* ads • • • Rodite FX w F.K QR4iW Peaks A ADD REM 1At BOLT MD TocnvuPAMB. aLrroR®141. Nod* daft adee: PA: 1T1870 8 NOCOA GED83MEE7. • • • • • • • • • 1D7�TE�lABr oRwE A P.O. BOX 1020 Nib A. 34274 REM DWG # POT# 60 61 62 83 64 65 67 70 71 72 73 92 93 94 95 96 97 102 103 934A 61641M SIDELITE JAMB ADAPTER DESCRIPTION 9200 6920D SIDELITE HEADER 921D 6921 SIDEUIE SILL 9168 80381 SIDELITE JAMB 1155 781POA #8 X 1.000 QUAD PN. SMS 998 7998 HEAD GASKETS (STOCKING #70998) 999 7999 SILL GASKETS (STOCKING #70999) #12 X 1.000 SHEET METAL SCREW 712653K SETTING BLOCK, 3/3T X 1/4" X 1" W /PSA 71267K SETTING BLOCK, 1/16' X 1/2' X 1" W/PSA 4222A 64222 BEAD, 7/16° 988 6988 BEAD, 3/8" 988 64986 BEAD, INTERIOR 1224 61P247 BULB, THICK (USED IN EXTRUDED BEAD) GLAZING SILICONE, DOW 899, 983 OR EQUIVALENT GLASS, 3/8" LAMI -118' A, .90 PVB, 3/16" HS GLASS, 3/8" LAMI - 1/8" HS. .90 PVB, 3/16" HS GLASS, 7/18" LAMI - 3/16" A, .90 PVB, 3/18° HS GLASS, 7/18" LAMI - 3/16" HS, .90 PVB, 3/16" HS 11006A 141106A OFF -THE SHELF ACETAL SPACER .295 ( INHOUSE INJECTION MOULDED) DEAD BOLT LOCK • • • ••• • • • • • • • soap{ H 380 13 OUTSWING THRESHOLD CHANNEL COVER 8083 -T6 1 +-2.—.1 1 7.rr ••• • .125 • • • • • • \ � � TUBE MULL 6063-T5 s • • . BB+ar ?ARTS UST ALUM. FRENCH DOOR & SIDE UTES, IMPACT a•amdr FDwwi trade af! 1/2X B + 10 l tf.a• n. 11005-1 B Approved as eamprylaa *AP the Florida Bmdiog Code Ddr OGT I1;12eo7 NOA 07 - 0 2�7• A Miami Dads Prodad Control B SI+kS I. ( • • • • • • • • • • • • • • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • • • •• ••• • • i 1.400 1.272 1 3. 1.750{ .082 -y DOOR PANEL DOOR PANEL TOP & BOTTOM RAIL 31 SIDE RAIL 8063 -T5 6083 -T5 3.111 .050 FILLER HEAD ADAPTER 6063 -T8 r .050 C I FRAME HEAD 6063`T6 J .05 .079 3.000 -+I 0 OUTSWING THRESHOLD 603-T6 Dor WNW Daft fM407 Dor B Ashkale A Dodd* 4.726 4.100 1 .550 uT 1.479 1.489 NDQNTpBTf9MEET. 4.726 4.100 O 1.7,2 1 .125 JI .750 I TRUSS CLAMP 6083 -T5 5.459 6.085 ADD 7100F 70118120f GLASS BED OK TOME 3Ja 31.44, 454 S! I +-- 3.100 - . y BO SL HEADER • 80634% • • • .082+ .075 DOOR PANEL ' 1 INTERIOR ASTRAGAL 6083 -T5 E--.5.58 .050 1.479 1 .075 4.675 F ••o • L 041 • • • • ••• • • • .•31:108. • ••• SL SILL • • • �� • 6063•T6 • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• • • • • ••• • • 4.568 F0101 5.212 O DOOR PANEL EXTERIOR ASTRAGAL 6083 -T5 3/8' GLAZING BEAD 7/16' GLAZING BEAD 6063 -T6 72 6083 -T5 1/2x 3.000 (1 .578 -j .890 1.480- 20 DOOR FRAME, JAMB 8083.76 SL JAMB 6063 -T6 2.980 .050 SL JAMB 1661 ADAPTER \J� 8083-T8 7 d 10 50 3.000 • .,, • �'.�• • 'EXTRUSION PROFILES • P.O d>wr1� • • ALUM. FRENCH DOOR & SIDE LITES, IMPACT MAXIM a 34274 ySi , Beau 11005 -1 B 37 WEA CH STR CHANNEL 8083 -T5 32 HINGE G083-T5 A l 0.375 .125 Approved es tempi) in * Ih the Florida Btw11o0 Cola Dare Dear ik oli Uir(�laopp� d Coetrd BT 1�i/Aa1 I . LG4e-4h. t L GYA. P.E. PE 7748717 Structural y� HEAD I ZONE *V' I MAW* F x FJC FJC HEAD HEAD HEAD • I ZONE 'F' OXO SILL SILL rZ0 E4— SILL ZONE SEE TABLE 7., SHT. 9 NOTES; Ir•toe e awdel J.J. rF 821/07 i 1ZONEE D"tZONE "t < OR • V OX( • • // 1—ZONE"D "t ZONE SEE TABLE 7., SHT. 9 "E" •• ••• • • • • • 1. APPROVED ANCHOR TYPES ARE: 1.114" ELCO TAPCONS 2.1/4" EL�� OgAtiB'.�VgPUC"A CHORZONEF1�/C'Tott ADD.W�I�t Meg Fa e�mcaa� A TO30WTOe NONABA FL 3m4 ••• • • • • • • • • • • • • • •• •• HEAD • ZONE "E" t 0 1_ SILL _� ZONE "E" SEE TABLE 5., SHT. 9 1Rdbly Bette* Q Q 3 2 • ti FL 31�T3 2ANCHOR Q ITI JANTES ARE BASED ON SPACING AS FOLLOWS (3" MIN. AG .�OQ j'. N RRdE): >iEE JAMBS IALL):131 /4" MAX. FROM CORNERS AND 23118 MAX. O.C. HEAD & SILL OF DOORS: 8 MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8" MAX. O.C. HEAD & SILL OF SIDE UTES: 8" MAX. FROM CORNERS AND 24 3/4" MAX. O.C. Oy pi °I4P 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION /3E REFIllet0 PROPR ATg VOLES ON SHEET 9. HAW* Drs • • • • • • • • •••+�■ nr• • — • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • eximMoit Fina a s H EAD H EAD ZONE "D"tZONE °F1 EXAMPLE ANCHORAGE SOLUTION / XO O OX T ZOE 'ZONE'D" "E` SEE TABLE 5 . SHT. 9 HEAD HEAD HEAD ZONED" I Z O 1 f- 1 — ZONE "F"� 1 ILL ILL 1- ZOE4-- ZONE"F" ZONE �ZO E SEE TABLE 7., SHT. 9 "F • • • ALSOBUSED AS AN EXAMPLE OF ANCHORAGE FORA 83 3/4"H UNIT, 7I 3/4"W' 0C' DOOR WITH 19"W SIDE UTES (SEE SOLUTION ABOVE) ANC ORS 3. #12 SCREWS a XXO ANCHOR LAYOUT ABOVE. ANCHORAGE, CONFIGURATIONS ALUM. FRENCH DOOR & SIDE UTES, IMPACT NTS 8 ✓ 10 arms. 11005.1 FOR A CONCRETE OXXO INSTALLATION A. 19" x 83 3/4" SIDE UTES "B" AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; B. 71 3/4" x 83 3/4" XX DOOR ZONE "P 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+5+5+2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. Apptnrw i as ru' p ;; •a with the mom 07 C ®u•1 Miami die Padua JAMB ZONE "B* JAMB ZONE 'B' XX XX .. X... I / r .... .. • \ • .... .. .. • INOZ BWVr- t OXXO NOZ ewer + I \` i • // r if X M y� HEAD I ZONE *V' I MAW* F x FJC FJC HEAD HEAD HEAD • I ZONE 'F' OXO SILL SILL rZ0 E4— SILL ZONE SEE TABLE 7., SHT. 9 NOTES; Ir•toe e awdel J.J. rF 821/07 i 1ZONEE D"tZONE "t < OR • V OX( • • // 1—ZONE"D "t ZONE SEE TABLE 7., SHT. 9 "E" •• ••• • • • • • 1. APPROVED ANCHOR TYPES ARE: 1.114" ELCO TAPCONS 2.1/4" EL�� OgAtiB'.�VgPUC"A CHORZONEF1�/C'Tott ADD.W�I�t Meg Fa e�mcaa� A TO30WTOe NONABA FL 3m4 ••• • • • • • • • • • • • • • •• •• HEAD • ZONE "E" t 0 1_ SILL _� ZONE "E" SEE TABLE 5., SHT. 9 1Rdbly Bette* Q Q 3 2 • ti FL 31�T3 2ANCHOR Q ITI JANTES ARE BASED ON SPACING AS FOLLOWS (3" MIN. AG .�OQ j'. N RRdE): >iEE JAMBS IALL):131 /4" MAX. FROM CORNERS AND 23118 MAX. O.C. HEAD & SILL OF DOORS: 8 MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8" MAX. O.C. HEAD & SILL OF SIDE UTES: 8" MAX. FROM CORNERS AND 24 3/4" MAX. O.C. Oy pi °I4P 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION /3E REFIllet0 PROPR ATg VOLES ON SHEET 9. HAW* Drs • • • • • • • • •••+�■ nr• • — • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • eximMoit Fina a s H EAD H EAD ZONE "D"tZONE °F1 EXAMPLE ANCHORAGE SOLUTION / XO O OX T ZOE 'ZONE'D" "E` SEE TABLE 5 . SHT. 9 HEAD HEAD HEAD ZONED" I Z O 1 f- 1 — ZONE "F"� 1 ILL ILL 1- ZOE4-- ZONE"F" ZONE �ZO E SEE TABLE 7., SHT. 9 "F • • • ALSOBUSED AS AN EXAMPLE OF ANCHORAGE FORA 83 3/4"H UNIT, 7I 3/4"W' 0C' DOOR WITH 19"W SIDE UTES (SEE SOLUTION ABOVE) ANC ORS 3. #12 SCREWS a XXO ANCHOR LAYOUT ABOVE. ANCHORAGE, CONFIGURATIONS ALUM. FRENCH DOOR & SIDE UTES, IMPACT NTS 8 ✓ 10 arms. 11005.1 FOR A CONCRETE OXXO INSTALLATION A. 19" x 83 3/4" SIDE UTES "B" AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; B. 71 3/4" x 83 3/4" XX DOOR ZONE "P 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+5+5+2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. Apptnrw i as ru' p ;; •a with the mom 07 C ®u•1 Miami die Padua JAMB ZONE "B* JAMB ZONE 'B' TABLE 3. X DOORS GLASS TYPES ANCHOR TYPE & SUBSTRATE DOOR WIDT1.2 9N -25.5 TO 37.6 WIDTH x HT. x F.A FA: F.K ors A S. C. D 2,3, W000 1,2, CON: 25.50 x 79.7 5 2 83.7' Q 2 87.76 ® 2 91.7; 2 95.75 fl 2 27.50 x 79.76 © 2 83.7 ®2 87.7 2 91.7:0 2 95.75 2 29.80x79.78 2 83.7 2 87.75 2 91.750 2 95.7. Q 2 31.50 x 79.750 2 83.7 6 2 87.7 6 2 91.7' 6 2 95.7 WAD ZONES 7 7 7 7 7 7 7 7 7 7 8 8 8 8 8 8 8 8 8 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 3 3 3 3 3 3 3 3 5 8 3 3 6 5 5 3 5 5 5 33.50 x79.7. . 831. 3 6 4 87.7• 3 8 4 3 6 91. 3 10 4 3 5 95.7 10 4 3 5 35.50 x 79.7• Q jail 83.7503 6 87.7.03 8 4 3 5 91.7 95.75 10 4 3 5 95.75 ©3 10 4 3 5 37.50x79. .03 8 4 3 5 83.703 8 4 3 87.7 Q 3 10 4 3 6 91. 1 3 10 4 3 5 95.7. El 10 4 3 5 6 TABLE 4. M DOORS (ALSO X DOOR OF XO & OX) GLASS TYPES A. B, C. D ANCHOR TYPE & SUESTRATE 2.3. WOOD 1 1,2, CONC DOOR WIDTHS LOAD ZONES 701° - 47.76 TO 71/5 dJ a;Iloi ____ T WIDTH x HT. 47.75 x 79.75 4 3 6 4 2 3 50.755 4 87.76 5 4 91.75 5 4 7 4 2 3 95.75 5 4 7 4 2 3 51.76 x 79.75, 5 4 7 4 2 3 83.75 5 4 7 4 2 3 87.766 4 74 2 3 91.76 5 4 7 4 2 3 95.75 6 4 7 4 3 5 55.75 x 79.75 5 4 83.76 5 4 87.76 6 4 91.75 6 4 95.75 6 4 8 4 3 5 59.75 x 79.76 5 5 2 83.7• 8 4 2 3 87.76 6 5 8 4 3 91.76 6 5 8 4 3 5 x-- 95.756 5 8 4 3 5 63.75 x 79.75 5 5 83.75 6 5 87.75 8 5 91.75 6 5 95.75` 8 67.75 x 79.76 6 5 83.75 6 5 87.75 6 5 91.76 7 6 95.75 7 6 71.75 x 79.75 8 5 83.76 6 6 87.75 6 5 91.75 7 6 95.75 7 6 7 4 2 3 7 4 2 3 7 4 2 3 7 4 2 3 7 4 2 3 7 4 3 5 8 4 2 3 8 4 3 5 8 4 3 5 8 4 3 5 10 4 3 5 8 4 3 5 8 4 3 5 8 4 3 5 10 4 3 5 10 4 3 6 8 4 3 5 38.750x 79.75• 8• R 9 4 3( 5) •• 8tg5 B • 3 9 4 3 5 10 4 3 6 10 4 3 5 • • MO NOCHNNO71.8 NW: • Pow %SOUSEwfABES7a TABLE 4. ' OlOJOH7ABLEa.KEIDIIWCs &WO V A07TSW.O.CHOa 17/Ea oar 2/12/07 J.J. 821M7 TABLE 5.O SIDE LITE GLASS TYPES A. 8. C, D ANCHOR TYP a su&s/RATE 2.3. WOOD' 1,2, CO4i WIDTHS LOAD ZONES 'O`- 10.76 TO 36.75 wlDTH x HL 6 6 6 6 10.75 x 79.76 4 1 4 1 83.76 4 1 4 1 87.76 4 1 4 1 91.75 4 1 4 1 95.76 4 1 4 1 12.75 x 79.75 4 2 4 2 83.75 4 2 4 2 87.75 4 2 4 2 91.75 4 2 4 2 95.75 4 2 4 2 19.00 x 79.76 4 2 4 2 83.76 4 2 4 2 87.76 4 2 4 2 91.75 4 2 4 2 95.75 4 2 4 2 21.75 x 79.76 4 2 4 2 83.76, 4 2 4 2 87.75\ 4 2 4 2 91.75 5 2 4 2 95.75, 5 2 4 2 27.75 x 79.75 5 2 4 2 83.76 5 2 4 2 87.75 6 2 4 2 91.75 6 2 4 2 95.76 6 , 2 4 2 36.13x79.75, 8 3 4 3 83.75 6 3 4 3 87.75 7 3 4 3 • 7 4, • •3• • 95. 7 • •4 • 3• • • • 4 87.75, 7 3 4 3 91.75 ♦ 3 t • 9975 7 8 4. 3 • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • TABLE 6. XO & OX GLASS 1YPES ANCBOR TYP IL S1US1RA PooR warm - 25 TO 37. SCE U1E WIDTH x HT.. 0 10.75 x79.7 4 83.7' 4 87.7= 4 91.7 1 4 96. 4 12.75 x79. " 4 83.• 87. 4 91.7 4 95. 4 19.00 x 79.7. 4 83.•4 87. 4 91. 4 95. 4 21.75 x 79.7. 4 83.:' 4 87.7. 4 91.7. 5 957; 5 27.75 x 79.7; 6 83.7 5 87.7' 5 91.7 6 95.73 8 38.13x79.•6 83. • 8 87.75 7 • • 7 • • 95. :1610 8 83.7: 6 87.7. 7 • 9 11 7 • 495. • • • • • • retomaancerdimel P.O, SOY 1STS NOKOMIX A. 34274 * Better ••• • • • • • • • • • • • • • •• •• ••• • • A, B. C, D 2.3, WOOD 1,$ coNC 7 7 7 0 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 5 5 4 4 5 5 5 LOAD ZONES 0 2 .4 to a 0 0 W kr' 0 0 4 2 4 2 4 2 4 2 4 2 4 2 0 4 2 4 4 2 5 4 2 t-- 4 2 i 4 2 4 2 4,2 4 2 4 2 4 2 4 2 42 4 2 - r- 42 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 b x 0 m x W W 0 z 4 n 0 at x 4 0 TABLE 7. OXO, XXO. OXX & OXXO GLASS TYPES A. B. C, D ANCHOR TYPE SlES1Wam 2.3, WOOD 11,$ CONC DOOR WIDTHS °X" - 2510 TO 37.50 ">C" - 47.75 TO 71.75 in SCE U1E WIDTH x HT. 0 10.75 x 79.76 4 2 83.76 4 2 87.75 4 2 91.75 4 2 95.75 4 2 12.75 x 79.78 4 2 83.75 4 2 87.75 4 2 91.76 4 2 95.76 4 2 19.00 x 79.75 4 3 83.75 4 3 0 87.76 4 3 91.76 4 3 t� 21.75 x 79.76 4 3 Ig 83.76 4 87.75 4 91.75 5 95.75 6 3 3 3 3 27.75 x 79.76 5 3 83.76 6 3 87.76 5 3 91.75 6 3 85.75 6 3 36.13 x 79.75 8 4 83.75 6 4 87.75 7 5 91.75 7 5 95.75'7 5 38.75 x 79.75, 6 4 83.75 6 4 87.75 7 5 91.76 7 5 95.76 7 5 LOAD ZONES r4 1 a 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 ANCHOR QUANTTTYLOAD ZONE TABLES 42 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 ALUM. FRENCH DOOR & SIDE LITES, IMPACT Ildrilkat Soft awe 87101 NA I �� 9 10 I 110054 a 2 4 0 c3 1 a a APPROVED ANCHOR TYPES: 1. 1/4" ELCO TAPCONS 2. 114" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS (G5) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. Approved complying odd) the 4aa ccT /P7 n/9 2Ar N0Ad n]_ Q Mlwl Dada Product Control ail I. tact e Clark. PE. N3B712 struchral 13/8' MIN. 2X WOOD BUCK. NOTE 2 DOOR HEAD (WOOD) 13/8' 1/4' MAX. SHIM 1 MIN. WOOD ANCHOR ON leW STAGGERED CENTERS, TYPE 2 OR 3, NOTE 1 2X WOOD BUCK, NOTE 2 DOOR JAMB (WOOD) 2X WOOD BUCK, NOTE 2 DOOR SILL (WOOD) 1X WOOD BUCK, NOTE 2 1/4' MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 CONC ANCHOR ON STAGGERED CENTERS, NOTE 1 Ext 1X WOOD BUCK, NOTE 2 1/4' MAX. • C° ANC N HO FI R IM , NOTE 1 Ir 3/8' TYPE 1 (CONC) 1 1/4" TYPE 1 OR 2 (CMU) SIDE LITE HEAD (WOOD) 1 3/4* TYPE 2 (CONC) • -T 1/4' MAX. SHIM 3/4' MIN. E.D. CONC. ANCHOR, NOTE 1 NOTE 3 •1/4' MAX. 2X WOOD 2X WOOD BUCK, NOTE 2 1.5 KSI MIN. CMU OR CONC. BUCK, NOTE 2 1X WOOD BUCK, NOTE 2 EXT. SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) 2X WOOD BUCK, NOTE 2 SIDE LITE SILL (WOOD) 3/8" MIN. CONC. ANCHOR, NOTE 1 WOOD ANCHOR, TYPE 2 OR 3, NOTE 1 1X WOOD BUCK, NOTE 2 1/4" MAX. SHIM 3.4 KSI MIN. CONC. 1X WOOD BUCK, NOTE 2 3/8" MIN. 1/4' MAX SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 1/4' MAX. SHIM 3.4 KSI MIN. CONC. 1 3M* MIN. ED. SIDE LITE SILL (CONC) WOOD ANCHOR TYPE 2 CONC. ANCHOR, OR 3, NOTE 1 NOTE 1 3/8" TYPE 1 3/4" 'TYPE 2 SIDE LITE HEAD (CONC) 1 1/4" TYPE 1 OR 2 (CMU) 1 3/8" TYPE 1 (CONC) 1 3/4" TYPE 2 (CONC) 13/4' ; MIN. E.D. 1.5 KSI MIN. CMU OR 3.4 KSI MIN. CONC. 1 3/4" MIN. E.D. 1/4' MAX. SHIM A pproVcd as cu -op:. ilk gm Florida Bing Gala Clato NOAli — Waal Dada Product Control al'IlLv 1. Cl NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4" TAPCONS EMBEDDED 13/8' MIN. (TYPE 1) OR 1/4" SS4 CRETE-FLEX EMBEDDED 13/4' MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 3/4". FOR WOOD INSTALLATIONS USE #12 SCREWS, G5 (TYPE 3) OR ELCO 1/4' SS4 CRETE-FLEX ANCHOVEMBEBI8EDFI 383" MIL (TVE). 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 VT THICK. 1x WOOD BUCKS Allig0P ONAIPIF WNW TANSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 11/2' THICK OR GREATER INSTALLATION TOTIIE SLOBSTIIKTE 1430:)MCWS.TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). •• 6 .: • • • • • 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL. IS NOT REQUIRED, USgD, NONISHRINK, NON-METALUC GROUT (3400 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. • • ••• • . •• • • • • • o rnarcuz : 0446E • laradbf amid Of FJC Mir SIDRA Aralloalr FrAdiAr DNA finishes RIC MON A Pf Doe Of Ws FJC 22W? 62V07 • e • • • • SPED TYPE181103J0020NCOAC //Erma tiFEC. mesa ION nooI5 DEVISZLISOASCHORTYPETTONOTEI. NOCIVAIGEMOSHEET. ravirmiaW • P.0.411528 NOKOMIS, FL 31274 FreisT ANCHORAGE DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT dbb &u 011•11100 F101 10.0M NTS1 10 I 11005-1 B / /*/ L Omsk. PE. P2239112 Structural • • • • • • • • • • • • • • • • • • • • • ,. • • • • • • • , • • • . • •, • • • • • • : • • • • • • • • • • • • • • • • • MIAMI COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AM 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 h a :1 with the Florida Building Code ' including the Vel - g DESCRIPTION: MISSILE IMPA LABELING: Each unit •••• • APPROVAL DOCUMENT: Drawing No. 6221, titled "1" Heavy Wall, Elevations Alumii nmflO,e Cliff • • Mullion ", sheets 1 through 7 of 7; dated 04/28/00, with last revision on 05/30/06, prepared byPGT.Industries, • signed and sealed by Robert L. Clark, P.E., bearing the Miami Dade County Product Control Renewal Stamp with the Notice of Acceptance n 6 .6 " Ac MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 buildingcodeonUnecorn anhi -Dade County Product Con Division. • • • • • •••• - vrrr r.�.WYV • • • .. ,;.e•'• ;as ac -..r �� 'snameorlo •••• tean� • • • .�� go.6ity.� • following statement "Miami -Dade County Product Control Approved ", unless otherwise noted Mein. • • RENEWAL of this NOA shall be considered after a renewal application has been filed anJ thee las been . change in the applicable building code negatively affecting the performance of this product; . • • • ao ••••" TERMINATION of this NOA will occur after the expiration date or if there has been a revision 8r changb ]q file materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of and' • 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 renews and revises NOA # 04- 0528.05 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. •••••• •. • 000000 • • 00000 • • ••••• •••••• • • • 000000 • • 000000 • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 6221, titled "1" Heavy Wall, Elevations Aluminum Tube Clipped Mullion ", Sheets 1 through 7 of 7, dated 04/28/00, with last revision on 05/30/06, prepared by PGT Industries, 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 # 04-0528.05" 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 (09 configuratidd)' • • 80" x 76" mulled together with a lx 4 x std. wall mullion, InP a ared .. .................... Testing Laboratory, Inc., Test Report No. FTL -2903, dated 01 /05 /0It s red. and • sealed by Antonio Acevedo, P.E. • • l� • "Submitted under NOA # 04- 0528.05" • • • • • • • • . • 3. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, 202 -94 • • • • 4 ' • 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 lit ®. (0 /00 configuration) mulled together with a lx 2 x 3 /a" wall vertical mullion and r2 x 6" x 1/4" wall horizontal mullion, prepared by Fenestration Testing L aboratory, ibc.;. Test Report No. FTL-29'75, dated 01/23/01, signed and sealed by Antonio Acevedo; P.E. "Submitted under NOA # 04-0528.05" 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 06-0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 • ••.••• • • • • • ••..•• • • ••••• • • ••••• OOOOOO • • • •.••.. • ••.•.• • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated January 23, 2006, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 04- 0528.05, issued to PGT Industries for their 1" x Heavy Wall- Aluminum Tube Clipped Mullion, approved on 07/15/2005 and expiring on 06/28/06. E -2 • • • • • •• • • • 0 • • •• •••.•. • • • •..... • • • • • • • • • • •• • •... •.. • •• •• •• • • • • • • .• • •. • • • • • •••. • • •.•. •• • • • • Jaime D. Gaston, P.E. Chief, Product Control Division NOA No 06.0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 •.•.•• • • • ••••.. • • •..•.• • • •.•.. ••... •..... •..•.• • • ANCHORS DETAIL "8 C" OR "D" AT BOTH ENDS AND AT BOTTOM MULLIONS ANCHORS DETAIL A r_G WANE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 M1) MAX OPENING = 11 OR H1 +H2 MULL LENGTH = W OR MAX OPENING = 1 +H2 IN>' +W 'll ANCHORS DETAIL A N • w ANCHORS DETAIL "B ", "C" OR "0" AT BOTH ENDS AND AT BOTTOMS W W W 1 +W2 +W3 H H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 M3) MAX OPENING = 11 01? 111+112 MULL LENGTH = W OR W1 +1 M4) MAX OPENING = W1 +W2 OR W2 +W3 • • ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • NOTES: MULL LENGTH = NI 1. THE .33 1/3X STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. 2, 3, 5, 6 AND 7. 2. WINDOWS AND DOORS 01? COMBINATIONS THEREOF MAY BE MULLED TO A MAXIMUM OF (7) 3. MULLIONS ARE APPROVED FOR IMPACT AND NON — IMPACT APPLICAyTLLON . • 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 & It51L0 TO COMPLY WITH 771E REQUIRE — • MENTS OF THE FLORIOA BUILDING CODE, 2004 EDITION FOR 171E HIGH VELOCITY f' HURRICANE ZONE (HVI1Z). • • • • • • • • 6. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY 1 SR4IStER LOI S • • TO THE STRUCTURE. • • • • • • • • • • • . • • • • • • • • • • •• •• MULLIONS FOR ANCHORAGE UNITS. ANCHORS DETAIL "B", C" OR D" BOTH ENDS ANCHORS DETAIL "Tr, C" OR D" BOTH ENDS U W W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = W OR WI +W2 MULL LENGTH = N TYPE, QUANTITY AND LOCATION, REFER TO SHEETS 1070 TECHNOLOGY IONE somas, R. 34278 P.O. BOX 152g M)KW($ n. 34274 v ND alit, 4,. W /ONE ABOVE FOR DETERMINING MAX ALLOWAB DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING TO BE USED ONLY WITH POT INDUSTRIES PRODUCTS Ri fle 6 R oz /06 ! l NOTES 5 do R`71(. 5' 5/O6 C MCA REFS �PJP 4/22/O0 ^ 1" HEAVY WALL, ELEVATIONS mamma 1, 7vjs1/ ALUMINUM TUBE CLIPPED MULLION GetkoAlorlet swr• shat Droving M,. MULLS NTS 1 of 7 6221 ULLION O? WOO BUCK PGT 1x MULU r ■ T 1 x MULUON SEE NOTES 2 & 3 MITJ. *1W) 1 (TYP ANCHOR EMBED. SEE NOTE 2 " OR 4" MULLION CLIP. CUT FLANGES OFF CLIP TO FORM A "U" CHANNEL AND INSTALL AS SHOWN POT 1x MULLION FOR 1" MULL " MULL 3" 2" OR 4" w' #12FHSMS STAGGERED ON OPPOSITE SIDES (50 AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 #12 SCREW, SEE NOTE 3 #12 R-1 SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 SEE NOTES 2 & 3 PGT 1 x MULUO WOOD BUCK REMOVED TO CONCRETE SEE NO L 1• PGT 1 x MULLION TYPICAL MULLION TO STRUCTURE WITH NOTES; WOOD BUCK. DETAIL "B" 1. FOR CONCRETE APPLICATIONS IN MIAMI—DADE COUNTY, USE ONLY MIAMI —DADE COUNTY APPROVED ELCO 1/4" TAPCONS OR •1/4" SS4 CRETE —FLEX MASONRY J __ ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE SEE IS 2 1/2. MIN. EMEMBEDMENT: TAPCONS 1 1/4". CRETE —FLEX 1 3/4" NOTE 1' ', ,`• 2. FOR WOOD APPLICAT7ONS USE #12 SCREWS, ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE —FLEX MASONRY ANCHORS. MIN. EMBEDMENT 1 1/2" ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR Lk STUCCO. 4. FOR MULL SIZE A TIT AND QUANTITY OF ANCHORS SEE SHEETS 5, 6 AND 7. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF PINNING SCREW ( MA, MU— h.L TO -CUP TO BE HALF THE QUANTITY OF ANCHORS FROM CUP—RI—OPENING. • (MINIMUM OF 2 SCREWS PER CLIP). • • • • •• • • 5. IMPORTANT: PORNT: QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR P1C QR • • • REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFEER " CHARTS 1 THROUGH 4 ON SHEETS 5 6 AND 7. FIND THE APPLICABLE MULL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. ANCHORING ® OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE ,Itij pry OF• f1N APPROVAL ALL STEEL IN CONTACT WITH ALUMINUM TO BE F U141ED OR PIArt • • 6. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. • . ; ; • • .0.. • • • • • • it N TE 7 '' "�;.'` •:.: OOD BUC - � ►i° +< L N TO STRUCTURE WITH �� " WOOD BUCK AND GANG. DETAIL "D" • • • ••• • • • • • • • • • ••• • • • • • e• • . ••• • • • • ••• • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• • •• •• • • • • • ••• • • WOOD M /' BUCK ( TT4b SEE . . .. SEE • NOTE 1 2' OR 4' } TYP CAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC.. DETAIL "C" #12 FR SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 MASONRY ANCHOR SEE NOTES 1 & 3 #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 TO BE USED ONLY WITH -PGT INDUSTRIES PRODUCTS F.K S730/06 Me NOTES J & 5 FK 5/04 C�40D LM8E8 DETAILS c►o.n sic P.J.P. 48/00 MASONRY ANCHOR, SEE NOTES 1 & 3 ALUMINUM TUBE CLIPPED MULLION smw/woaa Sato Short dewing Mulls NTS 2 7 1 " HEAVY WALL, CLIP INSTALLATION DETAIL 6221 1" MULL CLIP (CLIP TO OPENING) EXTRUSION DWG #1099 1 ° MULL CLIP W/TABS REMOVED (CLIP TO MULL) EXTRUSION DWG #1099 CLIP LENGTH CHART FOR 1x MULL MULL SIZE 1 3/16 1 x 2 x 3/8 1 x 2 3/4 x 3/8 1 x 2 3/4 x 21/32 1 x4 x3/8 1 15/16 1 3/8 3 3/16 PIN. MIN. O ONE L(1) ANCHOR ® . (2) A �I-OR !VOTES; 1 IMPORTANT: QUANTITY OF ANCHORS SHOWN.4R4 EQR PICTORIAL REPRESENTATION ONLY. FOR RECT OU2N7 Y. • • OF ANCHORS, PLEASE REFER TO CHARTS no it!H�HH 4.OAtb • SHEETS 5, 6 AND 7. FIND THE CORRECT MULL SI 4o • • PRESSURE REQUIRED FOR YOUR SPECIFTe ?1PPi W1ON.. • 2. 3/8 MIN. EDGE DISTANCE APPUES TO ALL DIMENSION SHOWN AS MAX. • • ••• • • • 3. REFERENCE TEST REPORTS: FTL -2902, 2908 AND 297 . • • • • ... • • • ® � OC�QNS ANCHOR © THRE LOCATIONS ANCHOR © FOU OCATIONSHOB (2)EQ.SP.® (A- 3/4)/2 ® THREE (3) ANCHOR LOCATIONS q1.14 • • • R 4E /WI* � P.E. tom WIVE P.O. BOX 1529 HOMING. 2,C 34274 IN.TYP. (4)EQ.SP.® (A- 3/4)/4 TO BE USED ONLY WITH PDT INDUSTRIES PRODUCTS 1 1.P.* 0/06 F.X. 5/06 Ovum _411721100 0-NO CNC IMS SM R REINAW. NM DLL&NOQ 1 " HEAVY WALL, ANCHOR LOCATIONS ALUMINUM TUBE CLIPPED MULLION SOW pile& I &Wang NI MULLS I NTS 3 7 6221 • •• • • • • • • • • • • • • ••• • •• • • ••• • • • • •• • • • • • • • • • • • • • •• •• NOTE:: 4 3 3 4 7 x HEAVY WALL MULLS MAT'L: 6063 -T6 •• • •• • • • • • • • •• • • • • •• • ••• •• •. • • • •• • s-,. • 1. REFERENCE TEST REPORT F L -2902, 2903 i41$D 2975 S � ; P • • • • • • • •E/ • 1 • . • • • • • • • • S1:444140 ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • •• ••• • • • • • ••• • •• • --h TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS • 1070 IVONOLOgr WNW NONO a P.O. sox 1529 NOKOWS, R 34274 1" HEAVY WALL, MULLION PROFILES ALUMINUM' TUBE CLIPPED MULLION Sorksitiockth Seat= 31soob Drawing No. MULLS 1X 4 of 7 6221 CHART 2. - 1x2.75x.375 QTY QTY. & TYP. OPENING WIDTH IN INCHES (2)A (3) B (3) 70 80 90 64 60 63 66 72 76 78 84 90 98 08 CUP TO OPENING CUP TO MULL IN 42 48 50.625 64 80 83 58 66 50 72 38 70 32 78 30 84 24 90 19 98 16 49 43 32 27 25 20 18 44 38 ' 29 24 22 17 (2) A (2) A (2) A (2) A r (2) A (2) 8 (2) B (2) B (2) 8 (2) 8 (1)I3 (1) B (1) B (1) B (1) B 155 142 134 129 116 107 115 100 91 94 81 73 67 58 51 130 102 85 68 47 130 100 82 64 44 40 34 26 22 20 16 (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A (3) B (3) B (3) B (3) B (3) B (3) B (4) B (3) B (4) B (3) B (4) B (3) B 170 170 170 165 116 99 85 65 54 50 40 32 28 18 17 (3) B 170' 154 140 126 101 90 77 58 49 45 35 28 23 16 15 (3) B 170 170 170 153 107 90 77 58 49 45 35 28 23 16 15 (2) A (2) A (2) A (2) B (2) B (2) (1) B (1) B (1) 130 - 130 130 99 99 99 80 80 80 83 52 62 42 41 41 37 35 34 34 32 30 29 28 24"'22'2120 20 18 17 17 18 17 18 15 (3) B 170 150 138 121 100 84 72 54 45- 41 26 21 (2) A (2) B (1) B 130 99 80 62 41 34 • 28 20 16 AP • - - a s (3) B (3) B (3) B 170 170 170 170 149 170 170 134 170 146 119 142 100' 96 98 84 80 80 72 ,, 68 68 54 50 50 45 42 42 41 38 38 32 30 30 28 24 24 21 19 19 • • (3) B (3) B (3) B (3) B 170 170 170 170 149 170 ' 149 170 134 170 134 170 118 141 118 141 93 93 92 92 77 77 78 76 65 65 64 64 48 48 46 46 40 40 38 38 36 36 35 35 28 28 27 27 22 22 21 21 18 18 17 17 jNT Shag Orating 5 a 7 ' No. 6221 ' ANCHOR CUP TO OPENING (2) A (3) B ( 170 170 170 166 145 131 113 86 73 87 54 43 38 25 23 50 (3) A (3) B (3) B 170 170 170 170 152 131 113 86 73 67 54 43 38 25 23 60 (2) A (3) B (3) 170 170 181 147 127 112 97 73 62 57 45 37 30 21 19 70 60 (3) A (3) B (3) B 170+ 170 170 161 170 170 131 112 97 73 62 57 45 37 30 21 19 80 90 100 110 120 130 180 (2) A (2) B (1) 130 99 80 62 •41• 34 • 28 . 20' 16 • -• • • -i 1 11 0 1 20 134 118 92 37 130 (2) A (3) A (3) B (4) B (3) B (3) 170 170 149 170 170 141 92 78 63 45 37 1 (2) A (3) B (3) 8 170 149 134 118 92 76 63 44 36 60 (3) A (4) B (3) B 170 170 170 141 92 76 63 44 36 9 5 Vertical Mall j Opening4 Width I Mull Length Horizontal Mull Opening IW th Mu!! 4 Length _ Multiple Mul ed Units 7 Mull Length \,Opening Width IN PSF. WIDTH. FOR MULTIPLE UNITS, UNITS AT A TIME. SEE SHEET 1. 2902, 2903 AND 2975 TAPCONS, EMBED. (1 1/4 ° ) OR C RETE —FLEX, EMBED. (1 3/4) SHEET 3. WITH PGT INDUSTRIES PRODUCTS ki u s 3o /OS MSc nus SIR F K. 5/ 5/06 REVISIONS " P„ I p. 48/00 1" HEAVY WALL, PRESSURE CHARTS 1 & 2 ALUMINUM TUBE CLIPPED MULLION MULLS Row D ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • ••• • • • • • • • • • • • • • •• •• CHART 3. - 1x2.75x.650 QTY. & TYP. ANCHOR 50 60 70 80 90 100 - 110 120 130 160 CUP TO ( B r (2) A (3) 8 (2) A (3) B (2) A (3) B (2) A (3) B (2) A (3) B (2) A (3) B (2) A (3) B , (2) A (3) B (2) A) B (2) A OPENING (4) B (4) B (4) B (4) B (4) B (4) B (4) B (4) B (4) B (4) B CLIP L TO MULL ti (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B (2) B T (2) 8 (2) B (2) B (2) B (2) B (2) 8 (2) B (2) B (2) B 42, 170 170 48 170 170 60.626 166 170 54 152 170 60 133 152 63 125 143 72 106 76 91 78 84 84 67 90 54 108 92 91 77 84 71 57 67 170 160 148 135 117 110 170 170 169 155 134 128 68 118 135 103 118 93 92 81 77 68 71 63 50 57 170 148 136 124 106 99 170 169 158 142 122 114 107 86 81 68 63 50 OPENING 170 170 170 141 161 138 129 - 148 125 116 133 112 99 113 94 92 105 87 73 61 56 44 81 WIDTH 170 170 158 137 143 123 128 109 107 90 99 83 97 73 67 67 63 63 60 60 58 58 56 56 56 56 61 90 IN INCHES 170 170 170 170 170 170 170 170 170 157 137 157 137 157 137 157 137 157 141 123 141 i23 141 123 141 ' 123 141 125 108 124 108 124 108 124 108 124 103 88 101 88 100 88 100 88 100 95 81 93 80 T 91 80 91 80 91 77 85 75 82 73 80 73 79 73 79 56 56 52 52 49 49 47 47 48 46 45 45 56 51 51 48 48 45 45 43 43 42 42 40 40 44 40 40 37 37 35 35 33 33 32 32 30 30 36 32 32 30 30 28 28 26 26 25 25 23 23 9: 44 108 31 111 29 54 46 48 40 44 38 • 38 33 31 - 26 28 ` 23 24 24 21 40 23 38 29 29 26 26 24 24 23 23 21 21 20 20 18 18 20 20 21 18 18 33 • • • • • • • • • • • • • • • • • • • 18 Vertical Mull - r Mull Length �Opening� Width Horizontal Mull Opening Width � MWI Length Multiple Mul ed Unite MuJ! Length •• .• • • Ope•ng • WidtR • • • •• ••■ 17 17 17 15 15 • /, • • • • • •• ••• • • • • • • • • • ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • • • • • 18 17 ••• • • • • • • • • • • • • • •• •• ••• • • 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 1/4") OR 1/4" SS4 CRETE —FLEX, EMBED. (1 3/4 ) B. 112 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. 15 15 - OM • ..0 • • • • • • • FE %3 1 P.E • • Pe TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS 1070 FL 34278 P.O. COX 1329 NOIOONA FL 34274 AF. D0[ 30/06 B CHC MIS SIIT FK. .7 L-XD REVISIONS = GP P.J.P. 48/00 1 "P H EAVY WALL, PRESSURE CHART 3 ALUMINUM TUBE CLIPPED MULLION syrkvakuu MULLS Sc.t. Shoot: NTS 6 of 7 Ora•Ong go. 6221 CHART 4. - 1x4x.375 QTY. & TYP. OPENING WIDTH IN INCHES ANCHOR 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 5 z z O CUP TO OPENING CLIP TO MULL& 42 48 60.625 64 60 63 66 72 76 78 84 90 98 108 111 144 60 60 70 80 90 100 ..130 ' 160 110 120 (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2) A (3) A (2,) A KA :(2)•A (3) A (4) B (6) B (4) 8 (6) B (4) B (6) B (4) B (6) B (4) B (6) B (4) B (6) B (4) B (6) 8 (4) B (6) B (4)13 (6) B (4) B (6) B (5) B (5) B (5) B (5) B (5) B (5) 8 (5) B (5) B (5) B (5) B (5) B (5) 8 (5) B (5) B (5) B (5)13 1713 • (5) 8 (5) B (5) B 170 170 170 170 170 170 169 170 162 170 158 170 157 170 157 170 157 170 157 170 170 170 170 170 154 170 143 170 136 170 131 170 128 170 127 170 127 170 127 170 170 170 159 170 144 170 133 170 126 170 121 170 117 169 116 166 118 165 116 165 170 170 150 170 135 170 125 170 117 166 112 158 1 1 106 145 105 144 105 144 154 170 134 170 120 165 110 148 103 138 144 170 125 160 112 140 102 126 95 116 140 170 " 121 148 108 129 9,3 116 92 106 87 98 127 94 120 108 86 102 83 98 81 95 79 93 99 83 93 77 73 73 69 69 91 115 89 112 88 111 80 89 78 87 75 66 66 62 128 138 111 117 98 102 c50 -j 92 83 83 77 62 62 112 112 95 92 92 78 64 64 59 59 27 27 22 54 54 50 50 82 78 87 67 47 47 - 74 74 67 60 60 54 54 42 42 43 43 38 38 34 22 19 19 37 37 17 17 15 '15 Vertical Mull Width MuN Length 1 Horizontal Mull Openin WI¢th Mull Multiple Mulled Units Mull • •• ••• • Qg • • Wet • • • • 34 31 T 31 i 29 29 27 27 26 • • • •• • • • • 0 •• • • ••• • • • • • • • • • • • ••• • • • • • • • • • 58 50 50 •7 47 44 44 42 42 34 34 32 32 • • • •• • • • i • ••• • • • • 30 1070 TECHNOLOGY MA NO9015R a. 34275 P.O. BOX 1529 NOKOA* FL 34274 28 28 52 48 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 1/4 ° ) OR 1/4" SS4 CRETE —FLEX, EMBED. (1 3/4'7 B. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS R M F • P 25 s/5 /06 4,18./00 D-NO TIES 9IT fteriskass REIRSTONS 1" HEAVY WALL, PRESSURE CHART 4 ALUMINUM TUBE CLIPPED MULLION s..l..A.Ath [Shea Orawing No. MULLS I NTS I 7 a 7 6221 D ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • •• •• • • • • • • ••• • • • ••• •• • ••