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WS-15-2501 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-245150 Permit Number: WS-10-15-2501 Scheduled Inspection Date: October 08, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: DEEDS, EMMA Work Classification: Window/Door Replacement Job Address:500 NE 103 Street Miami Shores, FL 33138-2458 Phone Number Parcel Number 1132060170930 Project: <NONE> Contractor: PRESTIGE WINDOWS & DOORS Phone: (305)820-5999 Building Department Comments REPLACING 13 WINDOWS OPENINGS TO IMPACT IINNSPECSPEC Passed Comments TOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-244641. No access Failed Correction ❑ Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. October 07,2015 For Inspections please call: (305)762-4949 Page 22 of 40 Miami Shores Village BtdIding Department ocr 20,5 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 V-4 `6 — BUILDING Master Permit No. wsy; PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 5b0 Nr IU3 e'. City: Miami Shores County: Miami Dade Zip: 3 iriA Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): -1�7rnmcx G L��3S Phone#: Address: VE ICS 'E�st . City:K) ' State: Zip: 33(316 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: TCc!! -_ )qC C.t�►t`�u-� � j Phone#: �)S?Sc f5W9' Address: VV-A% Kol St City: M_ CL tlI State: I Zip:v�0i�1 Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address:.k_-(=> Sw lZ ft-V(_- '_-uric K-?o City:r e►d -h• State:Fl Zip: Value of Work for this Permit:$ Irl,.6/EW.00 Square/Linear Footage of Work: 327 Type of Work: ❑ Addition Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: zGn4 wtt-\CACD� Spedl y co1o�r LI) color thru tile: Submittal Fee$LI) ` "" Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ ]n TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRACT The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 08 day of 20 It by ?-,S day of fE�e 1' .20 l!5 by z5rYK3—. C ( who is personally known to who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: — _._. Sign: LL CAR80NELLECARBON Print: ��r� Print: 1 4S �+�►�eo�ss EXPRES 11. EXPMS 11.20/Q Seal: 2016 Seal: RoAO�NaFaryBw ooin t+0MU4163 V APPROVED BY ' ) I / Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) From: 10/01 /2015 09:32 #499 P.001 /003 Using OurSite Contact Us i'rivacv Statement Folio Number(s): 6470835 $45.00 6470819 $4.5.00 Total Tax Amount: $90.00 Tax Description Local Business Taxes i Account Number(s) 6470835, 6470819 I Payment Timestamp September 25, 2015 01:52:36 PM 3 Tax Amount Paid $90.00 Payment Type Credit Card (AME)q Order Number 155208 Processor Reference Number 1467y5Q06.18K3 i i Authorization Number 229865 ! i Account Holder Name Crystal V Scavuzzo Retum to TaxSys Search Return to Tax Collector Home CiyY4 00 This site uses Comodo SSL for secure e-Commerce and confidentlal communications. AUTHENTIC &SECURE Privacy Statement I Disclaimer I ADA Notice IontactUs 0 2012 Miami-Dade County. All rights reserved. From: 10/01 /2015 09:34 #499 P.003/003 RENEWAL NOTICE 2015-16 June 30, 2015 LOCAL B SINESS M VK AW TAX .......... 3E,ntlt#u1Et �Ff DE,>F:Q4R iVID3�' 1� itAAl1 D1, 1i19f>6SU 6470835 6739974 1 OF CBC1251687 �sl! RRESfiGE0INDpW i D00RS Busigg, l�pcation >' -'-r �Lu�t tIIJIAMt G�RPENS Si- DESCRIPTI:ON ;OF TAXES ` 5500 N11V 1�1'ST business TVoe OwnerlConDoratlon, R>IS CQNS�JL;<'A1�1•fS i1VC Mailiniz Address `196$U1�-GEf�tERAE BLDG CONTRACI'�Clli C�O.iRQP�R�'S;CAW,�Z{1�{iF,Slptt�IT _ 3Q5 120,5999 5��11YI/iii ST IiA1CS Code 2'31,399Q .,, .iVI1�,Mt GARx?I?�IS,-Fi,3,30 4 � $lpil� 1,iltilrJrk�r(s)+ >. .,,.. . ... r Current Year 2016 County Wide Tax 30.00 Beacon Council-Economic Dev 15 DD Pay online-visit www miamidade.gov/taxcollector } S{ t y Amount Due b Se tember 30 2015 545.00 OCTOBER 10% NOVEMBER 15% DECEMBER 2096 JANUARY 25% FEBRUARY 2596+$100 4' S x 49 50 51 75 54 00 56 25 156 ' t '�' y�fE1t`��Tr1 1�O,tt Y�JJJ1 RE[vAQ� � � t �< : '�' ��',��i��,�.,�w -�i;#�j�rt� ,..,fl��•��, f�� ;A'�f� R,k�'Z,1R,i1��T#1��+:g��1Q.tV �iV1r'�'�3 rYL3t)�?�Pl#�'M�iJ'�� ' 7 ,, Receipt Number 6739974 Business Name Phone Number Business Address Employees/Units Mailing Address Owner Name NEW ITEM:Provide Email Address(County Use OnlEmployer Identification Number or Security Number Y) • An opttQnal�lA1yt}1c%pal CQntratvYa R�celpi�iirii J10t be+$suet! Jntll an addl$25(5 00 $?5(perddl category)is . �si,(lect�d;�tJd'currerlt C�rtlfifiate�f CornpetQncy��;�11e. l i F t ... T RETAIN FOR YOUR RECORDS DETACH HERE AND RETURN THIS PORTION WITH YOUR PAYMENT J 6478356739974 1111111111111 ACCOUNT NUMBER RECEIPT NUMBER TO PAY ONLINE: PRESTIGE WINDOW&DOORS www.miamidade.county-taxes.com 5500 NW1615T * 6739974 LOCAL BUSINESS TAX AMOY11# Ve OCTOBER 10% NOVEMBER 15% DECEMBER 2096 JANUARY 25% FEBRUARY 25%+$100 by"5eptetTlber 0,2015 49.50 51.75 54.00 56.25 156.25 $,45.00 chec Miami-Dade County Tax Collector(n U.S.fundsake dra n on payable S banks) R)S CONSULTANTS INC C/O ROBERT SCAVUZZO PRESIDENT 5500 NW 161 ST SIGNATURE REQUIRED MIAMI GARDENS,FL 33014 Application is hereby made for a receipt or permit for the business profession or occupation described hereon. I swear/affirm that the information is true and correct. 7000000000000000000000006739974201600000004500000000000000 i I"x 2.75"x.650"MuN bc,sF�rpj •'. •.•i•• Noa%1105.01 • 1•0 8C 0B\ BA 9 .... :...C� 2015 ... �.... OCT : ,.� . GARAGE 10 •• CO M- 713 }_+�.. LExisdng 650"IYpatl� FLORIDA ROOM N'Cr7�� 105 01 .0 76 �• W n �� 6 KITCHEN Existing AO -o Z � CITYto Remain MARK SIZE IN TYPE NOA# CALC.PRESSURE a 0 .cu IA 73 X 50 H.R 15-0519.09 41.1/+37.7 0 to BEDROOM MASTER 11 18 73 X 50 H.R 15-0519.09 41.1/+37.7 OP Y- BATH 2 74 X 50 H.R 15-0519.09 48.9/+37.7 5 f3 37 X 50 H.R 15-0519.09 51.5/+39.0 0 12 4 37X 38 H.R 15-0519.09 43.4/+40.1 f•0�•� v LIVING ROOM MASTER BEDROOM 5 36 X 50 H.R 15-0519.09 51.5/+39.0 0 �, 4 BATH 6 74 X 50 H.R 15-0519.09 48.9/+37.7 O 7A 53 X 74 S.H 15-0519.08 47.9/+37.2 O 76 53 X 74 S.H 15-0519.08 47.9/+37.2 8A 49 X 74 S.H 15-0519.08 48.9/+37.7 _Z 3 BEDROOM 18 1A 13 88 49 X 74 S.H 15-0519.08 48.9/+37.7 3 3 1"x 2.75"x.375"Ad Existing 8C 49 X 74 S.H 15-0519.08 48.9/+37.7 Noa 14-1105.010 to Remain 9 53 X 50 H.R 15-0519.09 41.6/+38.2 A 10 37X 38 H.R 15-0519.09 43.4/+40.1 h 11 37 X 38 H.R 15-0519.09 43.4 +40.1 2 � i '�"�-^ --- - � / � W --- - 3 12 37 X 50 H.R 15-0519.49 51.5/+39.0 °L 13 74 X 50 H.R 15-0519.09 48.9/+37.7 N.T.S. - --- . 06/30/2015-2:48pm gabriels V:\Projects\_2014-MPS\400 Wind Charts\ Reference\00-MPS14-400 Series C&C(Current).dwg 51h ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 175 MPH I MRH <_ 60' DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'C' BASED ONKd=0.85 INTERIOR ZONE 4 PRESSURES I EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN Mean DESIGN PRESSURES(PSF)-ZONE4 Mean DESIGNPRESSURES(PSF)-ZONES INSTRUCTIONS FOR TABLE USE: Roof Tributa Area S Ft Roof Tributa Area S Ft 1. TABLES ARE INTENDED TO QRST CASE'PRESSURES.'WORST CASE'IS Height 10 15 20 25 30 ight 30 15 20 25 30 35 40 45 50 DEFINED AS THE CRI 'L 6G1 WN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL C ITH THESE TABLES. -43.4 -42.4 -41.6 -41.1 -40.6 - -53.6 -51.5 -50.0 -48.9 -47.9 -47.1 -46.4 -45.8 -45.2 2. TABLES VALID 0 ROOF HEIGHT AS LIMITED ABOVE. 0-15 ft +40.1 +39.0 +38.2 +37.7 +37.2 + 0-15 ft +40.1 +39.0 +38.2 +37,7 +37.2 +36.8 +36.4 +36.1 +35.9 3 TABLES VALID F .APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 101 SHA EER AS A SITE SPECIFIC CONDITION. 16 ft _44.0 -43.0 -42.2 -41.6 -41.1 4 16 ft -54.4 -52.2 -50.7 -49.5 -48.6 -47.7 -47.0 -46.4 -45.9 4.IDENTIFY THE B OF HEIGHT.IF THE MEAN ROOF HEIGHT +40.6 +39.5 +38.8 +38.2 +37.7 + +40.6 +39.5 +38.8 +38.2 +37.7 +37.3 +36.9 +36.6 +36.4 CANNOT BE IDENTIF T. -44.6 -43.5 -42.8 -42.2 -41.7 -41. .3 -55.1 -52.9 -51.4 -50.2 -49.2 -48.4 -47.6 -47.0 -46.5 5. ALWAYS ROUND LE VALUE OR CONSERVATIVE ASSUMPTION. 6. CALCULATE THE TRI E OP NING IN QUESTION(HEIGHT WIDTH)OR 17 ft +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4 6.8 17 ft +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4 +37.1 +36.8 THE SPAN LENGTH(HEIGHT)M Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS -45.1 -44.0 -43.3 -42.7 -42.2 -41.8 -41.4 -41.1 -40.8 -55.7 -53.5 -52.0 -50.8 -49.8 -48.9 -48.2 -47.6 -47.0 THAN ONE-THIRD THE SPAN LENGTH(HEIGHT2/3).USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY 18 ft +41.6 +40.5 +39.7 +39.1 +38.6 +38.2 +37.9 +37.5 +37.3 18 ft +41.6 +40.5 +39.7 +39.1 +38.6 +38.2 +37.9 +37.5 +37.3 AREA OF AN OPENING CANNOT BE IDENTIFIED,THE MOST CRITICAL(10 SQUARE FEET)SHALL -45.7 -44.6 -43.8 -43.2 -42.7 -42.2 -41.9 -41.5 -41.3 -56.4 -54.1 -52.6 -51.4 -50.4 -49.5 -48.8 -48.1 -47.6 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE.FOR LARGER 19 ft +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 19 ft +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE. 7. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR(ZONE 4)OR EXTERIOR(ZONE 5)PER -46.2 -45.0 -44.2 -43.6 -43.1 -42.7 -42.3 -42.0 -41.7 -57.0 -54.7 -53.1 -51.9 -50.9 -50.0 -49.3 -48.7 78.1 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE 20 ft +42.6 +41.4 +40.6 +40.0 +39.5 +39.1 +38.7 +38.4 +38.1 20 ft +42.6 +41.4 +40.6 +40.0 +39.5 +39.1 +38.7 +38.4 +38.1 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. -46.6 -45.5 -44.7 -44.1 -43.6 -43.1 -42.8 -42.4 -42.1 -57.6 -55.3 -53.7 -52.4 -51.4 -49 2 -qg 6 8. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 21 ft +43.0 +41.9 +41.1 +40.4 +39.9 +39.5 +39.1 +38.8 +38.5 21 ft +43.0 +41.9 +41.1 + +38.5 9. FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A -47.1 -45.9 -45.1 -44.5 -44.0 -43.6 -43.2 -42.8 -42.6 -58.1 -55.8 -54.2 - .6 -49.0 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 22 ft +43.4 +42.3 +41.5 +40.8 +40.3 +39.9 +39.5 +39.2 +38.9 22ft +43.4 +42.3 +41.5 + 9.2 +38.9 GENERAL NOTES: -47.5 -46.4 -45.6 -44.9 -44.4 -44.0 -43.6 -43.3 -43.0 -58.7 -56.4 -54.7 - 5 0.1 -49.5 1. TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN 23 ft +43.8 +42.7 +41.8 +41.2 +40.7 +40.3 +39.9 +39.5 +39.2 23 ft +43.8 +42.7 +41.8 + +39.2 METHODOLOGY"PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE -48.0 -46.8 -46.0 -45.3 -44.8 -44.4 -44.0 -43.6 -43.3 -59.2 -56.9 -55.2 -5 .2 -50.0 CRITERIA AS OUTLINED HEREIN. 24 ft +44.2 +43.1 +42.2 +41.6 +41.1 +40.6 +40.2 +39.9 +39.6 24ft +44.2 +43.1 +42.2 +41.6 +41. 0.2 +39.9 +39.6 2. DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY -48.4 -47.2 -46.4 -45.7 -45.2 -44.7 -44.4 -44.0 -43.7 -59.7 -57.4 -55.7 -54.4 -53.3 -52.5 -51.7 -51.0 -50.4 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES 25 ft +44.6 +43.4 +42.6 +41.9 +41.4 +41.0 +40.6 +40.2 +39.9 25 ft +44.6 +43.4 +42.6 +41.9 +41.4 +41.0 +40.6 +40.2 +39.9 NOT VALID FOR HILLY TERRAIN.INTERNAL PRESSURE COEFFICIENT(GCpi=+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH -48.8 -47.6 -46.8 -46.1 -45.6 -45.1 -44.7 -44.4 -44.1 -60.2 -57.8 -56.2 -54.9 -53.8 -52.9 -52.1 -51.4 -50.8 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR 26ft +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40.3 26ft +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40.3 WALLS AND VERTICAL SURFACES ONLY. -49.2 -48.0 -47.1 -46.5 -45.9 -45.5 -45.1 -44.7 -44.4 -60.7 -58.3 -56.6 -55.3 -54.2 -53.3 -52.5 -51.8 -51.2 3.THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED&RAISED SEALED BY FRANK L.BENNARDO,P.E. 27 ft +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 27 ft +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. -49.5 -48.3 -47.5 -46.8 -46.3 -45.8 -45.4 -61.2 -58.8 -57.0 -55.7 -54.6 -53.7 -52.9 -52.2 -51.6 USE OF THESE TABLES AND CO ING WIND VELOCITY,EXPOSURE,AND OTHER COEFFICIENTS LISTE N �F ND VERIFIED BY THE GOVERNING 28 ft +45.7 +44.5 +43.6 +43.0 +42.4 + 8 ft +45.7 +44.5 +43.6 +43.0 +42.4 +42.0 +41.6 +41.2 +40.9 BUILDING DEPARTM q RRANTY FOR APPLICABILITY OF TABLE -49.9 -48.7 -47.8 -47.2 -46.6 - -61.6 -59.2 -57.5 -56.1 -55.0 -54.1 -53.3 -52.6 -52.0 VALUE USE IS OFFER 29 ft +46.0 +44.8 +43.9 +43.3 +42.7 + 29 ft +46.0 +44.8 +43.9 +43.3 +42.7 +42.3 +41.9 +41.5 +41.2 5.THIS TION.ICA I ER ANY PRODUCT APPROVED CERTIFICATION. RE MITTED TEST CRITERIA AND OTHER -50.3 -49.0 -48.2 -47.5 -47.0 -62.1 -59.6 -57.9 -56.5 -55.4 -54.5 -53.7 -53.0 -52.4 APPROVALS FOR DE MATION AND APPLICABILITY OF THESE TABLE 30 ft +46.3 +45.1 +44.3 +43.6 +43.0 + 30 ft +46.3 +45.1 +44.3 +43.6 +43.0 +42.6 +42.2 +41.8 +41.5 VALUES WHICH IST V CCORDANCE WITH GOVERNING CODES. 6. ADHERE TO ALL TEM ORDINANCES. -51.0 -49.7 -48.8 -48.2 -47.6 -4 . -62.9 -60.4 -58.7 -57.3 -56.2 -55.3 -54.4 -53.7 -53.1 7.NO CERTIFICATIO OF THE HOST STRUCTURE. 32 ft +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42. 2.1 32 ft +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42.7 +42.4 +42.1 8.EXCEPT AS EXPRESSLY P IN,NO ADDITIONAL CERTIFICATIONS OR -51.9 -50.7 -49.8 -49.1 -48.5 -48.0 -47.6 -47.2 -46.9 -64.1 -61.6 -59.8 -58.4 -57.3 -56.3 -55.5 -54.7 -54.1 AFFIRMATIONS ARE INTENDED. 35 ft +47.9 +46.6 +45.7 +45.0 +44.5 +44.0 +43.6 +43.2 +42.9 35 ft +47.9 +46.6 +45.7 +45.0 +44.5 +44.0 +43.6 +43.2 +42.9 a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF MRH, PEAK ROOF WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HORIZONTAL HEIGHT cz 40 ft +49.2 -52.1 -51.2 -50.5 -49.9 -45.2 -49.0 -48.6 -48.3 40 ft -65.9 -63.3 -61.5 -60.1 -58.9 -57.9 -57.1 -56.3 -55.6 DIMENSION OR 3FT(lm).USE ZONE 5 IF AT ALL IN QUESTION.CONSULT +49.2 +47.9 +47.0 +46.3 +45.7 +45.2 +44.8 +44.4 +44.1 +49.2 +47.9 +47.0 +46.3 +45.7 +45.2 +44.8 +44.4 +44.1 AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. MEAN -54.8 -53.4 -52.5 -51.7 -51.1 -50.6 -50.2 -49.8 -49.5 -67.6 -64.9 -63.0 -61.6 -60.4 -59.4 -58.5 -57.7 -57.0 ROOF EAVE HEIGHT 45 ft +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 45 ft +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 ROOF -56.0 -54.6 -53.7 -52.9 -52.3 -51.8 -5j. -5A3 -5�6 • • -69.1 b!4 -64.4 -63.0 -61.7 -60.7 -59.8 -59.0 -58.3 HEIGHT 50 ft • • •SO�ft O +51.6 +50.2 +49.3 +48.5 +47.9 +47.4 +4f.0 +46.6 +46.Z• • + .6 +50.2 +49.3 +48.5 +47.9 +47.4 +47.0 +46.6 +46.2 O 5 55 ft -57.1 -55.7 -54.7 -54.0 -53.4 -52.8 -52. -52. -5]x•6 *5 0 •75.5 67.7 -65.8 -64.2 -63.0 -61.9 -61.0 -60.2 -59.5 5 I 4 I 5 ® 4 (a +52.7 +51.3 +50.3 +49.5 +48.9 +48.4 +40.A +49.6 +47.1 +`,:.7 3.3 +50.3 +49.5 +48.9 +48.4 +47.9 +47.5 +47.1 -58.2 -56.8 -55.8 -55.0 -54.3 -53.8 -53.3 -52.9 -52.6 -71.8 -69.0 -67.0 -65.4 -64.1 -63.1 -62.1 -61.3 -60.6 O 60 ft +53.6 +52.2 +51.2 +50.4 +49.8 +49.3 +48.8 +48.4 +48.0 60 ft +53.6 +52.2 +51.2 +50.4 +49.8 +49.3 +48.8 +48.4 +48.0 WALL ZONE FIGURES ISO I o REISSUE JS D • •5T�r:ET FLORIDA BUILDING CODE ENGINEERING o #� `z INR ISSUE S B 03/09/12 • • IT! 3 REV-ADJUSTED HEIGHTS G&S T.W 04/0 12 • • •• (2014) EXPRESS° _°10 O1 REV 2014FBC M B O6/1S/15 • • • conronATeoFFrce: 0 ar _ ASCE 7-10, CHAPTER 30 °z ( om z 160 SW 12th AVENUE, SUITE 106 z Z m DESIGN LOADS FOR COMPONENTS&CLADDING _ DEERFIELD BEACH, FL 33442 0 �"� a ••• • • • • ••• • • m m 3 A MASTER PLAN SHEET 4N o THIS DOCUMENT IS THE PROPERTY OF•NGINEfRING EXP♦iESS• P:(954)354-0660 F:(954)354-0443 �3 Q AND SHALL NOT BE REPRODUCED IN WHOLE ODPART WI1MOUi • • • • CERT OF AUTH#9885 i o z WRITTEN CONSENT OF ENGINEERING ERPRESSALT•RATIMS,• • • • • • E:HELLO@ENGINEERINGEXPRESS.COM A 0 -p O PERMITTED ANDINVALID'ATEOURCAe'RFtA&RENT NOV • •o• 0• •0 ASCE 7- 10 ENGINEERINGEXPRESS.COM T` � m PRESTIGE WINDOWS&DOORS/a division of RJS Consultants,Inc 5320 ghrye Vj So 00 . .. . . . . . ... .. .. . . . 0:0 .• . . . . ... . . . . . . . . . . .. .. . . . .. .. . . . ... . . . ... MIAMhDADE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.minmldade.¢ovleconomv PGT Industries 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ (in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone.- DESCRIPTION: Series"SH-700"Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No. 4040-20,titled"Alum. Single Hung Window, Impact",sheets 1 through 11 of 11, dated 09/01/05, with revision E dated 05/12/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or loft.riM state, model/series, and following statement: "Miami-Dade County Product Control AperOW", uniess otherwish''';' noted herein. •••• • ...... .... ...... RENEWAL of this NOA shall be considered after a renewal application has beeuAled and there has been no change in the applicable building code negatively affecting the performance of tki&Product. .... :0000: TERMINATION of this NOA will occur after the expiration date or if there has Veth a revisibh'dr change';'•. in the materials, use, and/or manufacture of the product or process. Misuse of this M51 as 31*10n&semenP"' of any product, for sales, advertising or any other purposes shall automatically Qg*rL*aje this NOA.Failure** • to comply with any section of this NOA shall be cause for termination and removal oPNpA. . **@*:* ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,�'�lori�a, and • • followed by the expiration date may be displayed in advertising literature. If a" pdrtion 9P the 140A s • displayed,then it shall be done in its entirety. 66 0 INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#11-1013.14 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 15-0519.08 MIAMI•DADECDUNTYr� Expiration Date: March 26,2021 ?1- Approval Date: July 09 2015 Pagel PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 05-1018.01 and 07-0322.06) 2. Drawing No 4040-20,titled"Alum. Single Hung Window,Impact", sheets 1 through 11 of 11,dated 09/01/05,with revision E dated 05/12/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 ..4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94- 6) 03-946)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-4957,dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA No.07-0322.06) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 ..2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin frame prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4958 and FTL-5063, dated 10/03/06 and 11/21/06, bgt�.jiped and sealed by Edmundo Largaespada,P.E. (Submitted under AW Nd.07-0322.08')•••:' 0000 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 2 4 • .... . .... ...... 2) Cyclic Wind Pressure Loading per FBC,T.4a2p3-94 0 0 0 . along with marked-up drawings and installation diagram of an.akiminum side hung 000. window,with fin frame,prepared by Fenestration Testing Lablatory, Inc;•Fest ••;•• Report No. FTL-4645,dated 08/11/05,signed and sealed byEdrhtlndo UU-gaospada,.... P.E. (Submitted tin d;; ,1 14 No.007-0322.06;*0 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201•-9 0 0 0 0;. 2) Cyclic Wind Pressure Loading per FBC, 'FAS 203-94:00000 along with marked-up drawings and installation diagram of arr aluminum sing C hung 0 0 0 0 window,with fin frame,prepared by Fenestration Testing Laboratory,Inc';Test Reports No.FTL-4649 and FTL-4723,dated 10/05/05 and 08/11/05,both signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. OS-1018.01) Manuel Pa-e ,P.E. Product Contr Ex iner NOA No. -0519.08 Expiration Date: March 26,2021 Approval Date: July 09 2015 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 5. 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) Small 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 an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No. FTL-4947 and FTL-4650, dated 08/11/05,both signed and sealed by Edmundo Largaespada,P.E. (Submitted tinder NOA No.OS-1018.0.1) 6. Test reports on:.1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 ..2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin flame,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4948 and FTL-4646, dated 08/10/05,both signed and sealed by . Edmundo Largaespada,P.E. (Submitted under NOA No.05-1018.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5'h Edition (2014), dated 05/12/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 • .0060. 0000.. D. QUALITY ASSURANCE •• 066000 • 1. Miami-Dade Department of Regulatory and Economic Resotiit8t jRER). 6.0 0 •••••• 0000.. 0 0000.. 0000 6666 E. MATERIAL CERTIFICATIONS • 0000 0000 0000. 1. Notice of Acceptance No. 14-0423:17 issued to Eastman Chmiaal Company (MA).:..* for their"Saflex Clear and Color Glass Interlayers" dated 067}9714,expiring on ••••:• 05/21/16. .0 6... 6 • 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America;Inc.ter Asir 66 0 "Kuraray Butacite©PVB Glass Interlayer"dated 04/25/1S0gxpjring o412(11/16.:••••; Manue ere P.E. Product Control Exa finer NOA No. 5- 19.08 Expiration Date: March 26,2021 Approval Date: July 092015 E-2 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51" Edition (2014), dated May 16,2015,issued by manufacturer, signed and sealed by A. Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller,P.E. 3. Laboratory compliance letter for Test Reports No.FTL-4957,FTL-4958 and FTL- 5063,issued by Fenestration Testing Laboratory,Inc.,dated 10/03/06, signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 07-0322.06) 4. Laboratory compliance letter for Test Reports No.FTL-4649,FTL-4723. FTL-4947, FTL-4650,FTL-4948 and FTL-4646,issued by Fenestration Testing Laboratory, Inc.,dated 08/10/05,signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 05-1018.0X) G. OTHERS 1. Notice of Acceptance No. 11-1013.14,issued to PGT Industries for their Series "SH-700"Aluminum Single Hung Window-L.M.I., approved on 11/03/11 and expiring on 03/26/16. ...... .... ...... . .... .... . . ...... . . ..... Manuelz P.E. Product Contr l Exa finer NOA No. 19.08 Expiration Date: March 26,2021 Approval Date: July 09 2015 E-3 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . GENERAL NOTES:IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2) A.5116"LAMI CONSIjTING OF(2)UTES OF 118'ANNEALED GLASS WITH A.090"KURARAY 13UTACITE AVB(BY KURARA'I$MERg;&:NCJ • • •• •• • OR.090"SAFLEX PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) • • • • • • • • B.5116"LAMI CONSISTING OF(1)LITE OF U8"ANNEALED GLASS AND(1)LITE OF 1/8'HEAT STRENGTHENED GLASS WITH A • • ••• • • • • ••• .090'KURARAY BUTACITE•PVI(BY KURARAY AMERICA,INC.)OR.090'SAFLEX AVB INTERLAYER(BY EASTMAN CHIReAL COMPANY) C.SMG"LAMI CONSISTING OF(2)UTES OF 1/8'HEAT STRENGTHENED GLASS WITH A .090"KURARAY BUTACITE•PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX AVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) D.7/16"LAMI CONSISTING OF(2)UTES OF 3116"ANNEALED GLASS WITH A.090-KURARAY BUTACITE PVB(BY KURARAY AI,EP%INC.) • •• ••• •• DR.090"SAFLEX•PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) • • • • • • • • • E.7116"LAMI CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE OF 3/16"HEAT STRENGTHENED GLASS WITHA 000 • • • • •• • NOA DRAWING MAP .090"KURARAY BUTACITE"PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX I-VB INTERLAYER(BY EASTMAN CHEMICALCOMPAW)• F.7116"LAMI CONSISTING OF(2)LITES OF 3116"HEAT STRENGTHENED GLASS WITH A.090'KURARAY BUTACITE PVB(By.WAAFiiIY$M9"If-): :•• ••• SHEET OR.090'SAFLEX•PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) GENERAL NOTES.............1 ©©© G.13/16"LAMI IG:(1)LITE OF 118"TEMPERED GLASS,AN AIR SPACE AND 5/16'LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A GLAZING DETAILS............2 .090"KURARAY BUTACITE"PVB(BY KUFV&Y AMERICA,INC.)OR.090`SAFLEX AVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) DESIGN PRESSURES.......3 H.13/16"LAMI IG:(1)LITE OF 1/8'TEMPERED GLASS,AN AIR SPACE AND 5116"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE ELEVATIONS.....................4 OF 118"HEAT STRENGTHENED GLASS WITH A.090"KURARAY BUTACITE AVB(BY KURARAY AMERICA,INC.) VERT.SECTIONS.............5 OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) HORIZ.SECTIONS............5 1.13/16"LAMI IG:(1)LITE OF 1/8'TEMPERED GLASS,AN AIR SPACE AND 6116"LAMI CONSISTING OF(2)LITES OF 118"HEAT STRENGTHENED GLASS PARTS LIST.......................6 WITH A.09W KURARAY BUTACITE VB(BY KURARAY AMERICA,INC.)OR.090'SAFLEX AVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) EXTRUSIONS....................7 J.13/16'LAMI IG:(1)LITE OF 1/8'TEMPERED GLASS,AN AIRSPACE AND 7116"LAMI CONSISTING OF(2)LITES OF 3116"ANNEALED GLASS WITH A CORNER DETAIL..............7 .090"KURARAY BUTACITE°PVI(BY KNWMY AMERICA,INC.)OR.090"SAFLEX AVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) ANCHORAGE....................8-11 K.13/16"LAMI IG:(1)LITE OF 118"TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE OF 3/16'HEAT STRENGTHENED GLASS WITH A.090'KURARAY BUTACITE AVB(BY KURARAY AMERICA,INC.) OR.090"SAFLEX•PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) L.13/16"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(2)LITES OF 3/16"HEAT STRENGTHENED GLASS WITH A.090-KURARAY BUTACITE"PVS(BY KURARAY AMERICA,INC.)OR.090"SAFLEX AVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) M.13/16"LAMI IG:(1)LITE OF 1/8"ANNEALED GLASS,AN AIR SPACE AND 5116"LAMI CONSISTING OF(2)UTES OF VW ANNEALED GLASS WITH A .090"KURARAY BUTACITE"PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX AVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) 2.CONFIGURATIONS:"OX"(1/1,VIEW AND RADIUS TOP,ALL W/LOW OR HIGH SILL OPTION) 3.DESIGN PRESSURES:(SEE TABLES,SHEETS 3) A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. ® B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 4.ANCHORAGE:THE 331/3° STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. PRODUCT REVISED as�Phi•8 wilh the Flolw 5.SHUTTERS ARE NOT REQUIRED. Buildin8 Code n�ceptmmNo -O" 9.OS�Z1 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ire�ion Ore EY 7.REFERENCES:TEST REPORTS FTL-4645,FTL-4646,FTL4647,FTL-4648,FTL-4649,FTL-4650,FTL-4651,FTL-4723,FTL-4957,FTL 4958 AND FTL-5083.• ade Pmducl Cu ® ANSI/AF&PA NDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL 8.SERIESIMODEL DESIGNATION SH700,ALSO REFERRED TO AS SH701. f 9w / ®9.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY `j�pC�,,�C.NSE �Q HURRICANE ZONE(HVHZ). Q`: j ® 10.FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT,ONLY GLAZING OPTIONS WITH TEMPERED CAPS(G-L)ARE ALLOWED. Na y67p5 uI= LAI. N12h5 E 5m EDITION(2014)F8C UPDATE GENERAL NOTES %Ur. •'•..?IOR\O?•!'��G,'� 1070 TECHNOLOGY DRNE '/ �8� V ` J.J. 1QA77H1 D 20fOFBCL/PDATE N.VENICE.FLJ4276 '•" •/// IO114F ` ALUM.SINGLE HUNG WINDOW,IMPACT Y � •"w"a,r P.O. Ox 1528 saw •+.� •s.s�rre 1.,. A.LYNN'IuIILLER,P.E. J.R 01111/11 C CFIANOED CAP GLASS TYPE TOTEMPERED FROM HS -;7 ��tri a.k N01(OMIS,FL 3/274 Visibly Bettor �= NTS 1 •11 404410 E FL P.E.#58705 F.K 605 J.J. 2,23N7 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . "'"NOTE: LAMI IG OUTBOARD LITES MAY BE 1 UPGRADED TO 3/16"WITH NO CHANGE 1 • .•• •v4nSS • :IAEESIGN PRESSURE. tn•NOM. W.GLASS BITE BITE EXTERIOR INTERIOR •• • • •• •w• •• (ALL SECTIONS) 37 37 • •. • • • • •• • • • • • • • • • KURARAY BUTACITE •• • • • • ••a r• PVB INTERLAYER or SAFL80,81 or 82 83,84 or 85 EASTMANCH AL COMPANY 70 70 118"ANNEALED OR HEAT STRENGTHENED GLASS 3/16'ANNEALED OR HEAT STRENGTHENED GLASS 090 PVB INTERLAYER 090 PVB INTERLAYER 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS 5116'NOM. 7/16•LAMINATED 5/16"LAMINATED GLASS 7/16"LAMINATED GLASS 1n•NDM. 1n"NOM. GLASS BITE 46 GLASS BITE 46 38 38 O ® PRODIJcr REVISED as wmplYingwith gIe Fbiide Building Cade R 86,87,88 or 92 89,90 or 91 ro, DNeKI 710) BY 70 70 rAw,i ede vroducl co 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/18"ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 090 PVB INTERLAYER 118"ANNEALED OR HEAT STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS 5/18'LAMINATED 7116"LAMINATED N "•••..,1/( ��i AIR SPACE AIR SPACES ��cENSE •.• 1/8"ANNEALED OR TEMPERED GLASS® UB-TEMPERED GLASS,& 'c 13/18"NOM. _ -+c 5 No.5870 13/18"NOM. 13/16"LAMI IG GLASS W/5116"LAMI 13/16"LAMI IG GLASS W/7/16"LAMI l( 1 IS a /M. afans ' f�wsEn/nrrERurrRnfAwu�Ac7lxa GLAZING DETAILS 1070 TECHNOLOGY DRIVE �,,;/O�InL .,; J.J �WIE105 W7H#W7 NO GNNOE81HI38HEET N.VENICE.FL 34M P —� ALUM.SINGLE HUNG WINDOW IMPACT II III J.R. C►IANQEDCAP GLA88TYPE TUTEMPERED FROINNB P.aBqxIBM fiw. � +.� •"'° D+ ow A.LYNNI�AILLER.P.E. NOKOMI%FL 34Z71 Vtrlblp�+a* 8N700 Full 2 +11 4040-20 E FL P.E.#58705 FIG 1/23A17 . • •.. . . . ..• .. .. . . . .. .. . . • . . . . . . . . 1H FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION TABLE 1. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS • • • • • WINDOW HEIGHT • • • •• • GLASS TYPE 63" 68 88" 70" 72" 74 •76f • • • MEETING RAIL WIDTH • • /Sa/gC 48" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 80.0 +801D •80.0 ••• • •i• • • 50" A,B,M +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 79.0 �„ SASH 52" A,B,M +80.0 -80.0 +90.0 -80.0 +80.0 -80.0 +80.0 -80.0 +78.8 -78.8 +77.3 -77.3 +75.9 -75.8,7B 63116" A,B,M +80.0 -80.0 +80.0 -80.0 +79.6 -79.8 +78.2 78.2 +78.9 -76.9 +75.4 -75.4 +40 74.0 • • •• UPTO53118" C,D,E,F,G,H,I,J,K,L +80.0 .80.0 +80.0 -80.0 +80.0 -80.0 +80.0 80.0 +80.0 80.0 +80.0 80.0 080.0 •800 • • • • • • • • • • •• • 1 0 FAE DARD VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION •• •W.9 : • • •• D ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS "O• WINDOW HEIGHT TH GLASS TYPE 38 318" 44" 05181. 63" 72" 74„ 76' MEETING RAIL " A,B,M +80.0 80.0 +80.0 80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 HT.---- t j " A,B,M +60.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.9 -79.9 +70.0 -700 +700 -700 +70.0 -70.0 ^X' H " A,B,M +800 -80.0 +80.0 -80.0 +80.0 -80.0 +76.9 -76.9 +70.0 -70.0 +88.8 -68.8 +67.6 87.6!8" A,B,M +80.0 80.0 +80.0 -80.0 +80.0 -80.0 +75.0 -75.0 +68.0 -68.0 +66.7 .66.7 +65.5 -65.5 631/8" C,D,E,F,G,H,I,J,K,L +80.0 80.0 +80,0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 CUSTOM VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION TABLE 3. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS "' WINDOW HEIGHT MINUS SASH HEIGHT(MAX.WINDOW HT.WI SASH=78"FLANGED AND 76"INTEGRAL FIN) .p„ SIGH WIDTH GLASS TYPE 17118" 2211118" 28 3116" 33 3/4" 39 6116" 4413118" 60 318" 6616116" HT. 631!8" D,E,F,J,K,L4 +80,0 80.0 +80,0 80.0 +80,0 -80.0 +80.0 .80.0 +70.0 70.0 +70.0 -70.0 +70.0 HT. MEETING RAIL j TEST REPORTS TABLE 4. "X" SASH GLASS AMI EJ8" A,.090,1/8"A) FTL4647,4648,4723,4957 1 A B.5/18"LAMI-(118"A,.090,1/8"HS) FTL 4847,4848 C.5/16"LAMI-(1/8"HS,.090,VWHS) FTL-4847,4648 D.7/16"LAMI- 3/16"A,.090,3/16'A FTL-4645,4885 PRODUCT REVISED E.7/18"LAMI-(3116&.090,3118"HS) FTL-4645 ast Flying wish the Fw& F.7/18"LAMI-(3116"HS,.090,3116-HS) FTL�645 *P,',Mg- G. ock41S' J, 13/16"LAMI X3-1/8"T,AIR SPACE,5116"LAMI-(118"A,.090,1/8"A) FTL-4646,4723 H.13/16"LAMI IG-1/8"T,AIR SPACE,511W LAMI-(1/8"A-090,'U8"HS FT•4646 I. 13/16"LAMI IG-1/8"T,AIR SPACE,5/16"LAMI- 1/8"HS,.090,1/8"HS FTL-4646 8 J.13/16"LAMI IG-1/8'T.AIR SPACE,7/16"LAMI-(3/18"A,.090,3/16'A) FTLA648,4650 K.13116"LAMI IG-1/8'T.AIR SPACE,7/18"LAMI-(3/16"A,.090,3/16-HS) FTL-4649,4650.4958 L.13116"LAMI IG-118"T,AIR SPACE,7/16•LAMI- 3/16-HS,.090,3/i6-HS) FTL4649,'650 M.13/18"LAMI IG-1/8"A,AIR SPACE,5/18'LAMI- 1/8"A,.080,1/8"A FTLS063 NOTES: 1.WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF+64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN _ Ho 56705 PRESSURES ARE UNEFFECTED. _ 2.FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1'FROM THE FLANGED TIP-T0.TIP FRAME DIMENSIONS. - �� - 3.AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 5/8"MINIMUM TO 38'MAXIMUM. ; I S U- 4.GLASS TYPES C.G.H.AND 1 MAY BE USED IN SASH ONLYOF LAL N1?/!? E g4gHMASSOFTIONSFORCUSTOMVIEWWIWDOW 'oroTE�aOGv�� DESIGN PRESSURES �' �5/p�A1.<C?; J.0/• 10/07/11 D NOCHANGESTM3SHEE! N.vENICE,F194273 ALUM.SINGLE HUNG WINDOW IMPACT P.O.eox 152Y ,,,. s.� A LYNP.�ILL�R.P.E. J.R. 0401/11 C C/ GED CAF GLASS TYPE 7D TEMPERED FROM F!3 NOKOMIS.FL 34274 vul*Bette s� NTS 3 s 11 4040-20 E FL P.E.#58705 FJG EWA15 J.J. 1w . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 531/8"MAX.FLANGED WIDTH 521/8"MAX.I.F.WIDTH 495/8"MAX.FIXED •• ••• ••• • •• ••• C-�-) DLO(ALL) D • • • • • • • • : ••• • • • • • • i•• • • 75" � ••• • I I.F. 76'MAX. SEE DLO I.F. A A I.F. C�„ HEIGHT TABLE 0 j p HEIGHT SEE DLO HEIGHT SEE DLO O 7///� TABLE O •• • • • ••• •• TABLE / •• 781 MAK •• 78'MAX. 76'MAX. AAN�DL FLANGED FLANGED • • HtI T•• ••• � HEI HT HEI HT L 38 /16" SEE OLD TABLE X j SASH SEE DLO X j NOSE 4 SEE DLO TABLE X j S E 4 (MAX.) HEI HT TABLE L 481/4"MAX' DETAIL C VENT DLO(ALL) DETAIL B DETAIL A VIEW(STANDARD SASH) RADIUS TOP(STANDARD SASH) 1/1 E� B VERTICAL DAYLIGHT OPENING 75"MAXU I 75"MAX. FIXED LITE I I.F. I•F- LOW HIGH E HEI HT HEI HT DETAIL SILL SILL SEE DLO SEA 34 I/2" 34 3116" TABLE j 78"MAX. T76"1 AX. B 41 5/8" 41 114" FLANGEDFLANGED C 41 114" 40719" HEIGHT HEI HT D 52 5/8" 52 11116" E 52114" 525/16" PRODUCT REVISED i L SASH as�PIY�B with the Florida 20" LOW HIGH Building COde jI SASH SEE DLSASH Acoeptmw No 1 'O I O$ -_ISEE DLO TABLE x rA SILL SILL B1 'R1t0•Dere �pZHEIGHTHEIGHT 34 1/2" 34 3116" BT27 7/16" 27 118" Mitmf Product 1 277/16" 27 118DETAIL D DETAIL E 18 3/8" 15 314" VIEW(CUSTOM SASH) E 16 3I8" 15 314" RADIUS TOP(CUSTOM SASH) TABLE 5. 1 \� D ..,-.'"411 ��`�,.••�\cENSF •-.FSP NOTES: :' " 1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. _ +i No.58705 2.SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. ��D 4.SASH HEIGHTS FOR STANDARD SASH WINDOWS(DETAILS B&C)ARE BASED ON A THREE OVER TWO FORMAT. = D '• fj W AO S1AfE0F tree. '.'��.'"•FI DN\O�.•'•,Ce waxea t>r" ttnrtas % S C�• LAL 5117115 E NO CHANGES THIS SHEET ELEVATIONS �S/p(�A� 1070TEcw+oLc DRIVE m J.d 1647/11 D NOCIIANGESTHISSHEET ""�"'�•F9Z15 ALUM.SINGLE HUNG WINDOW IMPACT '""""'\ oaW �' P.O.BOX 1529 e.reOK s.+� ..e wraw w" A.LYNN MILLER,P.E. JR owl/11 C Np CHANGES THIS SHEET MOKOMIS,Ft 34774 Voi*Beew 4 a 11 4040.20 E FL P.E.#58705 SHMO NTS •FK wilm J.d 7/2847 i . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . Imo-2.784' NOTE:MIN.(1)SWEEP LATCH AT VENT CENTERLINE OR 26 27 INSNOTE:BALANCE PARTS OPTIONAL BOTTOM LOCKS` I I .((11L),,6"FROM EACH SIDE OF SASH. BASED ON ASH WEIGHT USED Al • iY"•• •SNI DAYLT OP-IOIRG 1 INSIDE — ' • 9,10,11,15,16 31 9% fee • • �• O -- 2.710' MAX. FIXED 7,8 OR 17 LITE DAYLIGHT 25 • •• OPENING OUTSIDE 25 t•_---MAX.FIXED LITE DAYLIGHT OPENING r MAX.WIDTH 6 SECTION A-A OUTSIDE INTEGRAL FIN(I F)FRAME SECTIONS INSIDE 23 450 47 MAX HEIGHT 21 2. 6 I HIGH I OUTSIDE I SI LOW �L DEL VET 49 48 LOW SILL HEAD JAMB OUTSIDE DAYLIGHT HIGH SILL — — OPENING — — — — — — 68 2.710' I.F.FRAME 1� PRODUCT REVISED II e:a ,plying wiLk we Plaids 53 I Code 28 OUTSIDE I Ac apuucc Alo l •051 'relian Dale 1O�%721 6 EY M- Dade Product 53 2.946^ 63 2.330' (HIGH SILL) 52 (LOW SILL) nr SEE NOTE ABOVE 54 64 \Iun LYNA; �`��,.• L\CENSE •.,'P 67 3 3p ULTRALIFT 69 ULTRALIFT : No.56705 12 ONLY 12ONLY SECTION CC SECTION B-B RADIUS TOP _ O 7 rr_ (LOW SILL SHOWN) ALTERNATE H IGH SILL (HEAD DETAIL-FLANGED VERSION) �� s FS \w\ o.etie•r > ~ SECTIONS �. •.FcoRIoC•'C, L.M. S�1?H6 E NOCHANGE87HISSHEET 1o701Eun+oLocronniE ,., L 10107111 D NO0WV(3TM N.VENICE•FL34M P�--T' ALUM.SINGLEHUNGWINDOW,IMP a�fNl1LR,P.E. J.R. OMU1Ht C NOCHANOESTHISSHEET NoiioMISi.FL34274 Vt�tbyBetter sHM Hal/ �5 • 11 4040-20 E FLP.E.N58705 ' F.K. 9HA75 J.1. ?/23107 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . ITEMDYVG# DESCRIPTION PGT# ITEM DWR# DESCRIPTION P' 1 4002A FLANGE FRAME HEAD 612225 60 1635 SCREEN SPLINE-.135 DIA HARD 81635K 2 1155 #8 X 1.000 QUAD PN.SMS 781POA 61 SCREEN CLOTH 81816 3 4003C IFLANGE FRAME SILL(LOW SILL) 612226 •• 63 5 N AN 88X.500) 8533402 5 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 - • 6"4 1461 8 X 0.000 IH.BWQLE TEK 708X1 6 4004 FLANGE FRAME JAMB 612227 67 LAZING E,U16 1)2-7/16 LAM 628V1510 7 4025 ISASH STOP 612244 pas • 68 H BOfiOM RAI!(HIGH SILL) 64051 8 4025 ISASH STOP(EGRESS)1.125 LONG 612244 69 4050A FLANGE FRAME SILL(HIGH SILL) 64050 9 4029 SPIRAL BALANCE,3/8",5/8",OR 11/16' 70 SILICONE,DOW 899,995 OR EQUIV. 10 1080 BALANCE COVER,3/8'"OR 518" 6BALCVR916 •• 80 A•GLAF&6116'*W.("W4.090 PV8,118"A) 11 #8 X.750 PH.PN.SMS 7834AA •• 6• (? "A•090 PVB,118w 12BALANCE BOTTOM BRACKET 7BALTBKT • MQ fiLPAS15/16YLAM,(1/8"yS,.090 pVB,1/8'HS 13 10851108 SASH TOP GUIDE 42504 ••• , 1 "18.090 PVB.1/8"A) 15 1#8 X 1 PHILLIPS FLAT HEAD S.STL 78X1 FPAX 84 E.GLASS,7/18"LAM,(1/8"A•090 PVB,1/8"HS) 16 1080-1 BALANCE COVER,I IMS" 6BALCVR670 85 F.GLASS,7118'LAM,(1/8"HS,.090 PVB,1/8"11518"LAM, 118'A,.090 PVB 118" / 17 4053 SASH STOP COVER 84053 88 G. GLASS 13116"LAM IG'1/8"T,AIR SPACE, 18 4029-1 SASH BRACKET 7ULBRKT 87 H.GLASS,13/16"LAM IG;118"T.AIR SPACE,5/16"LAM,(1/8"A.090 PVB,1/8"HS) 1932 X 12"LG.PH.FH.TYPE F S.STL 7832X12FPFX 88 L GLASS,13116"LAM IG;118"T,PIR SPACE,5/16"LMR,0/8-HS, #8- .090 PVB,118"HS) 0 21 4054C FOIED MEETING RAIL B4064C 89 J.GLASS. LAM IG;1/8"T,AIRSPACE.7116"LAM,(3/16"A.090 PVB,3/16%Q 23 4054C SASH TOP RAIL 64008 90 K GLASS,13/16"LAM IG;116"T,AIR SPACE,7116"LMR, 3/16"A.090 PVB,3/1WHS) 26 1235 WSTP.„170 X.270 BACK,FIN SEAL 67S16G 91 L.GLASS,13116”LAM 10;WT.AIR SPACE,7/16';M,.(311 8"HS,.090 PV8,3116'HS) 28 1096 SWEEP LATCH 71096 92 M.GLASS,13/16"LAM IG:1/8 A AIR SPACE,5/16 (1/8"A„D90 PV8,1/8" 27 1016 #6 X.625 PH.FL.SMS 7858 2.878 28 4007 SASH BOTTOM RAIL(LOW SILL) 612230 2784 30 1226 WSTP.,BULB VINYL 6TP249 31 4008 SASH SIDE RAIL 612231 .062 34 1268 SASH FACE GUIDE 42501 1.130 35 1822 LSETTING BLOCK 3/32"X 25/64"X 1" 71622K 3. 55 MR 36 1052 LMR IG SETTING BLOCK 1"X314"X 1116" 71052K 0.62 A—=l—L 37 1224 VINYL GLAZ.BEAD BULB(THICK) 6TP247W,K 38 1225 IVINYLGLAZ BEAD BULB(THIN) STP248K 41 40398 GLAZING BEAD,5116 LAM.GLASS. 640398 47 FRAME,I.F.HEAD 42 40448 GLAZ ING BEAD 5116 LAM WYGRILL KIT 844703 #4071A,8063 T8 44 4222A IGLAZING BEAD,7/16"LAM 64222 48 FRAME,I.F.LOW SILL 45 985C IGLAZING BEAD,7116"LMR W/GRILL KIT 6985 #4072A,6083-T6 46 4067 1 GLAZING BEAD,13/16-LAMI I.G. 64087 2,90 PRODucr REVISED 47 4071A FRAME,I.F.HEAD 64071 .'MI dYio6withftFWdde 48 4072A FRAME,I.F.LOW SILL 6aitdi, Code 64072 2.374 Acceplancc No( qq•O 49 4073A IFRAME.I.F.HIGH SILL 64073 50 40748 IFRAME,I.F.JAMS 64074 Er 52 4009 ISILL LATCH(EGRESS)(LOW SILL) 764009 .062 NOM Miuoi ProAtd Co IIS 53 1088 ISPRING,SILL LATCH(EGRESS) THICKNESS 7SPRNG 4. 71 2.F 54 2740 SILL LATCH(EGRESS)(HIGH SILL) 82740 55 1D14 SCREEN FRAME(HOR.&VER. 61014 .062 NOM Ilttlltltt�/ 56 1630 SCREEN CORNER KEY WRINGS 71630 THICKNESS \`� LYNN—01� 4l/l 57 1631 SCREEN CORNER KEYW/OUTRINGS 71631 �.'�tCENSF''lFf' 58 1073 SCREEN SPRING 7CASP 59 1624 SCREEN SPLINE-.135 DIA FOAM 61624K5U FRAME,I.F.JAMB 'r, No.53705 49 FRAME I.F.HIGH SILL #4o7ae,6063-T6 #4073A,6063-T6 (USED AS RADIUS TOP HEAD) - O 7 IS IU_ ' 51117E OF <(/ 7• eweOOYe �.�.c� F(DR1Di` 'g` LM $112116 E NO CW WDES THIS SHEET 1070 TECHNOLOGY MwE PARTS LIST_ ��F�� • ••.••••' "'° P��1_' ALUM.SINGLE HUNG WINDOW,IMPACT %s/nNAi J.J. 10177111 D NO CFIANGES TWS SHEET N.VEIIICE.fi 3e276 mNre. BQX n„- A.Ly'IPIW ILL�R,P.E. dR GIN1111 C Q/i4NGEDOAP GWS TYPE TOMWEREDFROMHS No P.O. 83271 VtstblyBetmr NTS B d 11 M404Q`20 E FL P.E.#58705 —w. dr a,.r.e o.t FX. 811M5 J.J. 2 W . . Or .• . . ... .. .. . . .. .. . . . I.F.FRAME SEALANT ALONG ENTIRE JOINT 1 or 47 I.F.FRAME 2 I� • • II F----2.784 .062 • •1 . • • , • 2.630 2.330 • • • • • ]I- ,062 6 or 50 O FLANGE FRAME HEAD •I 0• •1 • : :• • •• •• • 1 #4002A.6063-T8 �-2.784--�1 • :r: : • • • • • • • • WELD O FLANGE FRAME SILL (LOW) .• : : •• • • ••• • ALONG 1.749 #4003C 6063-T8 I 6 Or 50 SCREW BOSS(2) SEALANT OR GASKET 1 AT HEAD AND SILL X1.513 ( 738 .062 .490 .040 VIEW E-E oe2121.710 VIEW D-D�-1.451 T1/1 8VIEW HEAD&S1LL,RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) 11 SASH STOP COVER _ _ FRAME CORNER CONSTRUCTION SASH STOP 050 O FLANGE FRAME JAMB O #4oz5,8063 T5 17 #4053,6063 T5 #4004,6063-T5 -►I 1.165678 r- (USED AS RADIUS TOP HEAD) I 2.326---1 1.096 �1 1.342 �. -2.279----I 06,72 --''149 41 GLAZING BEAD,5/16" q - #40398,6063-75 1.979 062 155 1.707 .062 31 SASH SIDE RAIL .062 � #4008.6063-T5 SH TOP RAIL SASH BOTTOM RAIL(LOW) .676 FIXED MEETING RAIL 2g SA 28 -T5 .050- 7L 21 #4054A,6063HD-T6® O #4006C,6063HS-T6 O #4� p� 1.096�----�I� rRoouc•rRrsvlsBD "s compiYing with Ute Florida O GLAZING BEAD,5/16" u,ulalne : 678 42 #4o44B,6063-T5 A cp 110 15- 062) 2.326---1 (USED W/GRILL KIT) �� ,.096-I---�-I T _ 062 Mlun eFromct Con 44 GLAZING BEAD 7/16" l 2.946 O #4222,6083-T5 J- 3.446 � .683 .050 2.838 I I \\luiil 062 �I'--�T-1.097 �� F11 LYNN 678 _ \GeNg�c' .050 I -'' 46 GLAZING BEAD,13/16"IG , 1.115�-T #4087,6083 75 �-2.784-�I „ No.56705 _ SASH BOTTOM RAIL (HIGH) O GLAZING BEAD,7/16 _ FLANGE FRAME SILL(HIGH) 68 45 #9650 6063-T5 69 O #4051A,606 T5 ~ U t; #4050A 8063 TB (USED W/GRILL KIT) s E )5 osd. ��p�•'•. sT r�� •`�Iu1� LM. yfail5 �Eµ HOCFuwoESTHISSHEET EXTRUSIONS&FRAME CORNER DETAIL ;'`��'•.F�ORIoa.•'•Gr� 1070 TECMO►OGY ORNE �',/�'S/ONAI.'e\`" JA 1&07711 R.Wmv "'D NOawmw IS SHEET N.VENICE.FL 34215 UGT- ALUM.SINGLE HUNG WINDOW,IMPACT ' "low-w urn A.L415bf MILLER,P.E. .m UMl/li C NOCHANpEBTHISSHEET NOKOMiS,Ftaen� Virrbh Amo HBIf •7 ° 11 4040.20 E FL P.E.#58705 u.x.,ey o.1e ce.aro.� F.K. 9/l/05 J.J. ?/2w f . . o r . . . ... .. .. . . .. .. . . . . . . . . . . . TABLE 5. ANCHORAGE NOTES: ANCHOR QUANTITIES FOR 711 FLANGED WINDOWS 1. ANCHOR TYPES: 1-1/4"ELCO TAPCONS WINDOW HEIGHT 2-114"ELCO SS4 CRETE-FLEX SUBSTRATE: 28.603 34.603 40.603 46.603 52 603•• • 3 . - 00-6 • 3-#12 SCREWS ANCHOR TYPE: ril U U p U U p U U p U U p U • m .11• O • Z ah m •Z 2.ANCHOR LOCATIONS ARE BASED ON THE NZ ZthONZ ZMONZ Zt7ONZZc?UN2� v?ON.� ON —p�Oc�� '+p FOLLOWIINGDIMENSIONS. WINDOW GLASS p p cY O O ri O O N O O N O • O` • U U U HEAP_181/2"MAX.FROM TOP CORNERS WIDTH TYPE JAMBS-171/2•MAX FROM TOP CORNERS C,D,E,F,G, 1 1 1 1 11 1 1 1 1 1 1 1 15"MAX.FROM BOTTOM CORNERS _ _ .BELOW MTG.RAIL H,I,J,K,L 1 1 1 1 1 2 1 1 1 2 2 2 112 2 2 2L2 2 2 2 2 2 2 2 2 2 2 >i ! 2 Q 2 22 z 29 7 3 8 3 3 SILL-ANCHORS NOT REQUIRED 19.125 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 •1 ••1 •1 1.. a_ ._ ABM . .. .. 3.INSTALL PER THE ADJACENT TABLE ANCHOR 1112 1 1 1 1 1 2 1 1 1 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 QUANTITIES USING THE DIMENSIONAL CRITERIA OF C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 •1 •1 •1 I• •1 M_ .�_, NOTE 2. H,I,J,K,L 1 2 Ill 1 2 1 2 1 2 1 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 9 2 2 2 2 213 2L2 2 3 3 3 2L2 3 3 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR 24.000 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 FLANGED WINDOWS.INTEGRAL FIN DIMENSIONS ABM -1 _ _ - 1 2 1 1 1121 1 2 112 112-1 2 2 1 _2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 2 3 3 3 2 2 3J3 ARE 1"LESS. C,D,E,F,G. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1- 2 1 1 2 1 5.DESIGN PRESSURE LIMITATIONS: H,I,J,K,L 1 2 1 2 21-2-12113 1 2 2 2 2 3 1 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 3 3 2 2 3 3 3 4 3 2 3 3 3 4 3 3 4 4 SIZE BLOCKS OF THE ADJACENT TABLE WITH 32 OOD BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY AB,M _ .._ _ J2_2 _ ._ . _. 112 112 212 213 1 2 2 2 2 3 1 2 2 3 2 3 212 2 3 2 3 2 2 2 3 3 3 2 2 3 3 3 4 3 2 3 3 3 4 3 3 4 4 OF MAXIMUMDESIGN WN IN BOLD.OTHERWISE,T C,D,E,F,G, 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2.. 2 � __2__ PRESSURE FORTH 4 RESPECTIVE SIZE H,I,J,K,L 2 2 1 2 2 2 2 3 1 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 3 3 4 2 3 3 3 3 4 3 3 3 4 3 5 3D GLASS TYPE IS 37.000 7 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 AB.M _ .___ .. .. _ AVAILABLE. 212 11-21211-2 2 3 1 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 3 3 4 2 3 3 3 3 4 3 3 3 4 3 5 3 3 L4 L4 PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,I,J,K,L 221 22223222323222323232324233 3342334353334463344 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2_ P 2... AB,M _ ._ _ .. _ _ 2 2 11-2- 2-1-2 2 3 2 2 213 2-13 .212 2 3 2 3 2 3 2 3 2 4 2 3 3 3 3 4 2 3 3 4 3 5 3 3 3 4 4 5 3 PSF 79 TABLE KEY: C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 .2 .-2____2_. .2 �_ MAX PSF 44.000 H,4J,K,L 2222222322232322332423 33342 3333423 34353 3344534 (DP LMNfTED) 118 PRODUCT REVISED AB,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Z. HEAD 2 B��g��ithek . -21-2 212 2121213 212 213 232233242333 342 3333423343531334453445 JAMBABOVE2 3 Acapte Noti5 1q• I inmigtt DMO t PSF 79 79 MTG.RAM" C p,E,F,G,_2 2 2 2 2 2 2 2 2 2ffi22 2 2 2 2 2 2 3 2 2 3 2 2 JAMB BELOW Mimi ade Prodon 48.000 H,I,J,K,L 2 2 2 2 2 2 2 3 2 2 2 3 3 4 2 3 3 3 3 4 3 4 2�3 3 4 3 5 3 3 3 4 3 5 3 3 4 5 4 6 3 4 6 b MTG.RAM_ 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 _2_ AB,M 2 2 2 2 2 2 2 3 2 2 2 3 3 4 2 3 3 3 3 4 3 4 2 3 3 4 3 5 3 3 3 4 3 5 3 3±L 4 8 3 4 5 5 (FULL DP) ` �tlt 't II PSF 72 79 78 HEAP 2 \�� ONV LYN/J Mq JAAAB ABOVE 'eFP C p E F G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3.. 3.. 2 3 MTG.RAM =_ _ - _ _. . - _ 53.125 H,I,J,K,L 2 2 2 2 2 2 2 3 2 2 2 3 3 4 2 3 3 4 3 4 213 3 4 3 4 3T 3 3 4 3 5 3 3 4 4 4 6 3 4 4 5 4 6 3 4 5 6 JAMB BELOW N0.56705 ' 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 = �- - MTG.RAIL = u . CC :U�_ qB,M _ 22222223222334233434233431431334353344453345463445 - �. S7�tF5 :\�J_ uµ• e/fa/rs ' pwcwwcesTHISSHEET ANCHORAGE SPACING, 1/1 WINDOWS %°cs�.'�uRtuF:. C� 1070 TECHNOLOGY DRIVElliwiw JJ 10)07/11 D No STHIS&WET N.VENK:E,FL3/773 r ALUM.SINGLE HUNG WINDOW,IMPACT P.O.BOX .,," w.r o.wt.. — A.LYNI�MILLpf},P.E. J.R. 0001/11 C NO CHANGEB THIS SHEET NOKGMIS.ft 3027! V4rbh �+ � IST$ 8 d 11 404020 E FL P.E.#50705 p FK >rAw J.J. Y2"7 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . TABLE 8 ANCHORAGE NOTES: ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS 1. ANCHOR TYPES: 1-1/4'ELCO TAPCONS WINDOW HEIGHT 2-1/4'ELCO SS4 CRETE-FLEX SUBSTRATE.--____ 29.655 37.155 44.To fl-C451 .155 58.655•• •6A155 • • • 76000 3-#12 SCREWS ANCHOR TYPE. O U U 0 U U 0 U U U V •U tv •U •Z Z U• U 2.ANCHOR LOCATIONS ARE BASED ON THE WINDOW GLASS �i O N O O cv O N O O�i N O O c�i Q N O a`i O. `7U OQ~O FOLLOWING DIMENSIONS: U U Q$ U U U L)- 5 U U U U `' U HEAD-181/Y MAX.FROM TOP CORNERS WIDTH TYPEJAMBS-17 1/2'MAX.FROM TOP CORNERS C,D,E,F,G, 1 1 1 1 1 1 1 t 1 1 1 1 1 1 1 1 1 1 1 1 1.. 1 _..1_... .. 15'MAX.FROM BOTTOM CORNERS _ RAIL _ 2 2 3 2 8'MAX.BELOW MTG. H,I,J,K,L 1 1 1 1 1 1 2221 22222 t 22222222222222 22232 2 19.125 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 '1 1: M 1� '1� 10 1 1 SILL-ANCHORS NOT REQUIRED ABM - .__.• ..-•a. .. - - _ ._ _ 1 1 1 1 1 1 2 2 2 1 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 3 2 2 2 3 2 3.INSTALL PER THE ADJACENT TABLE ANCHOR 0 9 PSF 79 • • • • • NO QUANTITIES USING THE DIMENSIONAL CRITERIA OF C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1212i 1 1 724.000 H,I,J,K,L 1 1 1 1 1 1 2 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR S. A,B,M 1AREGD WINDOWS. INTEGRAL FIN DIMENSIONS 2 2 2 2 2 2 2 2 -2L2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 PSF 88 77 5. DESIGN PRESSURE LIMITATIONS: WITH A C,D,E,F,G, 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 ..1 ._�. BOLD ITSIZE ALICIZED VAKS OF LUE ABOVE THEM,ADJACENT EINDICATE A 32 ppp H,I,J,K,L 1 1 1 1 1 1 2 2 2 2 2 2 2 3 2 2 2 2 3 3 2 2 3 3 3 3 3 2 3 3 3 3 2 2 3 3 4 3 3 2 4 3 4 3 3 2 4 3 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 OF ANCHORS SHOWN IN BOLD.OTHERWISE,THE A,B,M MAXIMUM DESIGN 1 1 1 1 id, 2 2 2 2 212 2 3 2 2 2 2 33 2 2 3 33 3 3 2 3 3 3 3 2 2 3 3 4 3 3 2 4 3 4 3 3 2 4 3 PRESSURE FORTH PSF 59 87 79 RESPECTIVE SIZE C,D,E,F,G, 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1" 2.. _Z_ _1...__2._ AND GLASS TYPE IS " AVAILABLE. 37.ppp H,I,J,K,L 111111222222232223332233333343333 233433243443243 ABM 1 . 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 r24 1 1 1 1 1 1 2 2 2 2 2 2 2 3 2 2 2 3 3 3 2 2 3 3 3 3 3 3 4 3 3 3 3 2 3 3 4 3 3 2 4 3 4 4 3 PSF 54 79 62 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 - ? �__ 40.000 H,I,J,K,L 1 1 1 1 1 1 2 2 2 2 2 2 2�3 2 2 3`3 1313121 2 3 3 4 3 3 3 4 3 3 3 3 3 4 3 4 4 3 3 4 3 4 4 3 3 5 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2.. 2 ? 2 ...2... .2. A,B,M 1111112222222322333322 33433343333343443343443353 TABLE KEY: PSF 49 79 56 79 79 MAX.PSF C,O,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 DP LIMBED 117 PRODUCTREVI56D __ ._. .. . _._ __. -- as comPlpng wilq tlro Florida 4400p H,I,J,K,L 1111112222223322333423 33443343443 34344334344 3354 HEAD 3 Baildms Cods ABM 2 2 2 2 2 2 2 2 2 2 2_132 2 2 2 2 2 2 2 2 2 2 2 2 JAMB ABOVE 3 3 "rm o oSKt. (Da+]DZI 11111122222233223�3342333443343443343443343443354 MTG.RAIL PSF 45 74 51 74 T9 79 JAMB BEILOW • Produa I C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 MTG.RAIL HIJKL 233223334333344334444 3 344444354444354 48.000 111111 22222 2 2"21 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2....3... 2 2. FULL DP �II'I IIIrI 1112222223322333433 3344334444 3344444 354444354 2 ``�. ON1L N1��e PSF 41 87 46 87 76 79 JANBABOVE 2 2 P ' \.IGFNSF'�F9 C,D,E,F,G, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 MTG.RAIL x:. No.58705 •, r�145 HAJ,K,L 1 1 1 1 1 1 —2T21 2 2 2 2 3 3 3 3 3 3 4 4 3 3 4 4 4 4 3 3 4 4 4 4 3 3 4 4 5 5 4 3 5 4 5 5 4 3 5 4 JANgBELOW ABM 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 3 MfG.RAIL . 7 11111122222233333344334444 3344443344544354 544354 %fin'. /rA'I,E`b/fsr�w' aarax awr mraa.w- �� Tu•..IO..... �``,�'`` Lu. mals E NO CHANGES nus SHEET ANCHORAGE SPACING STANDARD VIEW F •,• iorro TECHNaoor omvE ,� S JJ 10107„1 D Is, NG sTM N.VENICE,fL3�Z/5 P� ALUM.SINGLE HUNG WINDOW,IMPACT '''�iIU'NAL E`P.E.P.O.Box 1528 a,w. arc we o.war A LYNry M1 R. . J.R. Od01H1 C ADD DPM"WHEREANCHOROTYIS RESTRICTED BY SIZE. NOKOMIS,FL 34274 yuf*Better SHOO NTS 9 s 11 4040.20 E FL P.E.#68705 � FJG 7/ZAgS JJ. 2QSA77 •• •• • • • •• •• • ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD 8 JAMBS CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. ANCHORAGE NOTES: WINDOW HEIGHT MINUS SASH HEIGHT FROMTABLE B. 1.ANCHOR TYPES: 1-1/4"ELCO TAPC 92 2-1/4"ELCO SS4 CRETE-FLEX SUBSTRATE: 17.125 1 22.668 28.211 33.754 39.298 9 60.3 3-#12SCREWS ANCHOR TYPE: D U U t] U U 4 U U O U U D U • Al0 • U • O U 0 U •Z 2,ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING WINDOW GIASS�UNprONUNOrONONOrONONZOrZONONOrOM � rU • NUrU� U V DIMENSIONS: WITH TYPE U U U U U U D$ U U U U • • HEAD-181/2"MAX.FROM CORNERS JAMBS-171/2"MAX.FROM TOP CORNERS 19.125 D,E,F,J, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1_ 1 - 111/2'MAX.ABOVE THE MEETING RAIL K L -1 1 - 1 2 2 2 2 2 2 2 2 2 -2 2 2 3 2 3 3 2 3 9 3 3 6'MAX.BELOW MTG.RAIL D,E,F,J, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 .....1__ 1 1 ._.,1 1 1• ..1._. .1•...ty. 1 FROM BOTTOM CORNERS 15 MAX.F 24.000 �3 4 SILL-ANCHORS NOT REQUIRED K,L ...1......1._ _...1._- 2..._..2... 2 -2 .....2 2 2- 2 3 3 2 3 2 • • • 3.DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM D,E,F,J, 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 i s * 1• •1 M 1 1 VIEW WINDOWS FROM TABLES 7.AND 8.USING THE 32'000 K,L 1 1 1 2 2 2 3 2 3 3 3 3 3 2 3 4 •3 4 .4 3• •1 5 3 5 DIMENSIONAL CRITERIA OF NOTE 2.USE TABLE 7.FOR PSF 79 ABOVE THE MEETING RAIL AND TABLE S.FOR BELOW. 37.000 D,E,F,J, 1 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 4.WINDOWS ARE 125/8 M N.TO 38'MAX.CUSTOMAVAILABLE SASH HEIGHTS FOR VIEW K,L 1 1 2 2 2 3 2 3 3 3 4 3 3 3 4 3 4 4 4 5 5 4 5 5.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR PSF 79 79 79 t79 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 40.000 D,E,F,J. 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ?_ ..Z- 2. B.DESIGN PRESSURE LIMITATIONS: -- K,L 1 1 1 2 2 2 3 3 4 3 4 4 3 4 4 3 5 4 4 5 5 4 6 SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD PSF T9 78 79 77 79 79 79 ITALICIZED VALUE ABOVE THEM,INDICATE A MAXIMUM 44 000 D E F J 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS K,L 1 1 2 2 2 3 3 3 4 4 4 4 3 5 4 3 5 5 4 5 5 4 6 PRESSURE IN PORTHEOTHERWISE.THE MAXIMUM DESIGN PSF 78 79 70 79 79 71 79 73 �', 8 RESPECTIVE SIZE AND 48.000 D.E,F,J, 2 2 2 2 2 2 2 2 2 3 2 2 2 2 3 2 2 3 2 2 3 2 2 GLASS TYPE IS K,L 1 1 1 2 2 2 3 3 3 4 4 5 4 5 5 4 6 5 4 6 8 5 6 AVAILABLE. PSF 71 79 83 71 79 B4 74 66 77 69 TABLE 7.KEY: 6s 53.126 D,E,F,J, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 _2_ 3 MAX.PSF K,L 1 1 1 2 2 2 3 ..3... 3 4 4 4 .5. .4 . .6. ._.8... 5 6 -6 5 7 8 5 7 (DP LWIfTED) 112 HEAD 2 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL,CUSTOM FLANGED WINDOWS BASED ON SASAH HTBLE B JAMB ABOVEP2 MTG.RAIL SASH HEIGHT SUBSTRATE: 12.776 15.778 18.776 21.776 24.776 27.776 30.776 31.106 FULL DP ANCHOR TYPE. o U U 4o U a U U fr cny z ,,Un A Z ,?o N Z r poi M l(J�y�[ N r " oQ N Q Z r ZQ HEAD 2_ WINDOW N N O O N{� N O N G N O r O N ;Q ' N+ N V NVNN5 `� `-' .JAMB ABOVE. 4PRODUCT REVISED WIDTH C� 5 U [UUJ Z� C� U v » Building odwith Ua Florida 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 MTG.RAIL A�npt .Nu 1 Iy /_) 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 ,Date 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 By 79 TABLE 8.KEY: Miam ' ° ' 37.000 2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 MAX.PSF 40.000 74 DP LIMITED) f12 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 3 4 3 4 4 3 4 13ELOWL 2 jtltt�� 69 78 `�� ONV LTMV/H7 V, 44.000 2 2 2 2 2 2 3 2 3 3 3 3 4—F-37-37 4 3 4 5 3 4 5 3 4 MTG.RAIL � ,.``�`ws�,llF9 �.•' 48.000 83 72 79 FULL DP 1: No.58705 :} 2 2 2 2 2 2 3 2 3 4 3 3 4 3 4 4 3 4 5 3 4 5 3 4 JAMB B O 2 B 53.125 72 MTG.RAIL =-o '• !Y 2 2 2 2 2 2 3 3 3 4 3 4 4 3 4 5 3 4 5 3 5 5 3 5 7 IS :.t, _ (,)'•. STATE OF /l/u- LM.• "anv�a ""e" NOCHANGeaTHIS SHEET ANCHORAGE SPACING,CUSTOM VIEW �,'P<;••.Fcora�op.••'C o,t« w,.b. Amo Tecwwolocr oarve ,� ' S/ .'.'.•�C� ,� J.J. 1ann11 o NoCH4NGE37HISSHEET w.vewtce,Fl�ns `I'T OIVAI_ awe ALUM.SINGLE HUNG WINDOW,IMPACT A.(IhIN,MILL ,P.E. J.R. ppDf/Tf C NOCIWVQE3THIS SHEET P.o.twx+sso �,,.,,�., er rs 7" woROMts.FL3�2T1 VrrfbJy Berm 8M00 NTS f0 +11 4040.20 E FL P.E.#58705 . r _ a.m F.K. 7,2aW J.J. 3V7 . . ... . . . ... .. •. . . . .. •. . . • • . . • . . . . w NOTES. �EXTERIOR INTERIOR ®1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY ALL HEAD AND SILL DETAIL ) WOOD ANCHOR APPROVED 1/4"ELCO TAPCONS OR 1/4"SS4 CRETE-FLEX.MINIMUM DISTANCE FROM 1-3/4'MIN.EDGE (SEE NOTE 2&3) • • •ANCHOR TO CONORETL•LOGE IS 1314. CONCRETE ANCHOR •• • • •, R�•,�y��D�PPCI TIOjS.IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(GS)OR (SEE NOTE 1&3) (SEE WOOD 1"MI&.EDjE • 0 I"SS/CRETE-F • 1 • • • 6.FIAT HEAD ANCHORS.NIHERE REQUIRED,MUST HAVE#12 TRIMFIT HEADS. 3.35 KSI MIN. 1 ••• • 4!WOdb%8CKS DIFR&ED IN THE SECTIONS ON THIS PAGE AS ix ARE BUCKS WHOSE CONCRETE .-. ,.� ! ,1 3/B"MIN.,114"TAPCON TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE -� .1 3/4"MIN.,114"CRETE-FLEX INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2x ARE OPTIONAL 1x o 1318" 1 112 Tt110E Qf3�OT� PROVED BYiAUTHORITY HAVING JOURISDICTION BE o MIN.•• • • � a g� (SEE NO U —�•• • i.FpR ITTICHMENT TOWLUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF • • • • p�g3fi�AND11 MINIMUMbF 1/8"THICK.THE ALUMINUM STRUCTURAL MEMBER SHALL BE 1/4" 1/4" • • • • 7� IZ!TdP�V1��LL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT MAX. 1�" MAX. •• • • •"� IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BEA#12 SHEET E SHIM SHIM METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA AR DETAIL A DETAIL B MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS TYPICAL FLANGED HEAD ANCHORAGE MAY BE USED. A FLANGED FRAME COMPONENT MAY MED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE 1 1/4" 13V MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. MIN. 8.ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. MIN. 1/4"MAX.SHIM +� :• 1/4"MAX.SHIM�{ -- 7.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT 1"MIN EDGE WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, 13/4"MIN EDGE EDITION. 11 . CONCRETE ANCHOR, WOOD ANCHOR. FH BELOW MEETING FH BELOW MEETING RAIL(SEE NOTE 1&3) RAIL(SEE NOTE 2&3) 3.35 KSI MIN.CONCRETE INTERIOR OR 1.5 KSI MIN.CMU (ALL JAMB DETAILS) EXTERIOR ix BUCK OPTIONAL WITH SOLID CONCRETE 2x WOOD BUCK fZ OR CMU SUBSTRATE(SEE NOTE 4) ® (SEE NOTE 4) �J DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 114" 5/8'MIN.EDGE 2-112"EMBEDMENT MAX. 1/4" SHIM OD MAX. PRODUCF REVISED �WO SHIM 1 0saaal lYiogwilh Olo Florid5 (WOOD FRAME 0twA"tp�oc dcN 5/8"MIN.EDGE AcceplalccNo 15'O 1q.Q8 131'DIA.MIN. E piralial DWe r7p21 x 21/2"NAIL, ey 2-1/2"EM EDMENT AT CORNERS Mi DodeProAKlCootroi .131"DIA.MIN. AND 5"O.C. WOOD FRAME x 21/2'NAIL, ATCORNERS AND 5"O.C. 5/8"MIN.EDGE � x2 DIA.MIN. O 1/4" x 2112"NAIL. ��.rONY LYNN MAX- AT CORNERS SHIM AN05"O.C. 2-1/2"EMBEDMENT :P �1GENSF'•.(�� DETAIL E,(JAMB) DETAIL G,(SILL) rt: No.58705 't DETAIL F,(HEAD) - TYPICAL INTEGRAL FIN ANCHORAGE a"wt� o� rrras7J VCORRECT BUCK NTE TION2003L&4 REF. 7 '. 5fCF OREMOVE SEC !([. LM. wmfx/15 E ANCHORAGE DETAILS 1070 TECHNMOGY ORM JJ. IWAIf �_D NO CHANGES THIS SHEET N.VENK:E.FL3Q75 EALUM.SINGLE HUNG WINDOW,IMPACTJ.R. OIN1/11C NO CHANGES THIS SHEET P.O.SOx 1579airm .o k das Dow NOKOMIB,FL 34274 I�A1161y Setter SMO NTS 11 °r 11 4O4Q-Ql7 E FL P E 66 58705 1 F.1C fV1ACS JJ. 2&SV7 i MIAM[•DiADE MIAMI-DADE COUNTY ►R�1W PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidaALgov/economy PGT Industries 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance put-poses. 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. RER reserves the right to revoke this acceptance,if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone.- DESCRIPTION:Series 11HR-710"Aluminum Horizontal Rolling Window-L.M.I. APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact', sheets 1 through 11 of 11, dated 02/28/06,with revision F dated 05/14/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Date Cim1nty Pi;;tfucl Contrsl •••• Section. •0 00.0 R • MISSILE IMPACT]RATING:Large and Small Missile Impact Resistant. .:0:69 .0:•0 Go***•0• •••••• 0000.. LABELING: Each unit shall bear a permanent label with the manufacturer's tmnw or logo f c ', stated model/series, and following statement: "Miami-Dade County Product Control Approved", unless•etherwi":••• noted herein. •••••• 0 000 0• 000.00 RENEWAL of this NOA shall be considered after a renewal application has bgeoal'J ed and there has been • • no change in the applicable building code negatively affecting the performance oI thiS pjoduct0 0 0060:0 TERMINATION of this NOA will occur after the expiration date or if there his bgatt a revision or change 0•• in the materials, use, and/or manufacture of the product or process. Misuse of thi%NOA as e0e4d'1semetit • of any product, for sales, advertising or any other purposes shall automatically terminate this MA*Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and. followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#11-1114.04 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 15-0519.09 QMIARMADEOUNTY Expiration Date: December 21,2021 7/-z//5 Approval Date July 09 2015 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA Is No. 07-0815.09 and 06-0405.06) 2. Drawing No. 4127-10,titled"Alum. Horizontal Roller Window, Impact",sheets 1 through 11 of 11, dated 02/28/06,with revision F dated 05/14/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an XOX aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-5330,dated 07/18/07, signed and sealed by Carlos S. Rionda,P.E. (Submitted under NOA No. 07 0815.09) 2. Test reports on: 1)Air Infiltration Test,per FBC; TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 ..4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an XOX aluntinum .....e horizontal sliding window,prepared by Fenestration Testing 1.abpt4tory,Inc.,Test *so*:* Report No. FTL-4858,dated 03/08/06, signed and sealed by f drcdmuhdo Laf c�spada, '. ...... . .. ...... P.E. • (Submitted under NOA No.06-0405.06) .... .... . . 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-0- 2) 02-9 2)Uniform Static Air Pressure Test,Loading ppr FJ3C TM 292-94 ••'•• 3) Water Resistance Test,per FBC,TAS 202-94" ..4) Large Missile Impact Test per FBC, TAS s01*9-9 j •• „• 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94: 6)Forced Entry Test,per FBC 2411.3.2.1,TNS'1&94 .• :•: :so**: along with marked-up drawings and installation diagram of an XOX alumt►tunf horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-4859, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0405.06) Manuel P re ,P.E. Product Control miner NOA No. 15-0519.09 Expiration Date: December 21,2021 Approval Date: July 092015 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis;complying with FBC-5th Edition (2014),dated 05/14/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14,expiring on 05/21/16. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "Kuraray Butaeite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5111 Edition (2014), dated May 16,2015, issued by manufacturer,signed and sealed by A. Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller,P.E. . 3. Laboratory compliance letter for Test Report No. FTL-5330:isspeo by lwestration ••••;• Testing Laboratory,Inc.,dated 07/18/07, signed and sealed b3rCarfos...... S. a,P.E. ....Rl>,Ml ...... (Submitted under NOA No. 07-0815.09) *•0:•• • 4. Laboratory compliance letter for Test Reports No..FTL-485$A4d FTL.4W, issutd•••; by Fenestration Testing Laboratory, Inc., dated 03/08/06r.4ghed ahcl."s led by... Edmundo Largaespada,P.E. ••;••; ;• ••••• (Submitted under NOA No. 06-0405.06) " " "•'•• . . . . ...... G. OTHERS •••••• 1. Notice of Acceptance No. 11-1114.04, issued to PGT Industrieslof*their Seliig& "HR-710" Aluminum Horizontal Sliding Window - L.M.I., approved ori W/ /1.2 and expiring on 12/21/16. Man el P e ,P.E. Product Control b4miner NOA No.15-0519.09 Expiration Date: December 21,2021 Approval Date: July 092015 E-2 . ... . . ... % .. % .. GENERAL NOTES:IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WI OW' 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2).FOR INSTALLATION ABOVE 30 FT,GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. KURARAY BUTACITE PVBINTERLAYER A.6/16"(AAAI CONSISTING OF(2)LITES OF 1/8'ANNEALED GLASS WITH A.090-"PVB"INTERLAYER •• • s • • •• •• • SAFLEX PVB INTERLAYER BY 8.5/16"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE OF 1/e'HEAT STRENGTHENED&ASS WRH A.090"'"'INTERLAYER • EASTMAN CHEMICAL COMPANY C.5/16"LAMI CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS WITH A.090""PVB"INTERLAYEFL D.7116"LAMI CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH A.090- PVB-INTERLAYER. E.7/16"LAMI CONSISTING OF(1)LITE OF 3116'ANNEALED GLASS AND(1)LITE OF 3/16"HEAT STRENGTHENEDGLASSiVIT*i AAM-PYB"WTjItXYE&* • 000 • • • • •• • NOA DRAWING MAP F.7/16"LAMI CONSISTING OF(2)LITES OF 3/16"HEAT STRENGTHENED GLASS WITH A.090' PVB"INTERLAYER. ' ' ' ' ' " ' • • • • • • • • • • SHEET •• • • • • • ••• •• G.13/16"LAMI IG:(1)LITE OF 1/8"OR 3/16"ANNEALED(MIN.)GLASS,5/16'OR 3/8"AIRSPACE AND 5/16"LAMI GENERAL NOTES.............1 CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A.090-"PVB"INTERLAYER. GLAZING DETAILS............2 DESIGN PRESSURES.......3 H.13/16"LAMI IG:(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 ELEVATIONS.....................4 OF 1/8"HEAT STRENGTHENED GLASS WITH A.090"'PVB'INTERLAYER. VERT.SECTIONS.............5 HORIZ.SECTIONS............5 I.13/16"LAMI IG:(1)LITE OF 1/8"OR 3/16"ANNEALED(MIN.)GLASS,5/16"OR 3/8"AIR SPACE AND 5/16'LAMI PARTS LIST ....................6 CONSISTING OF(2)LITES OF 1/8'HEAT STRENGTHENED GLASS WITH A.090""PVB"INTERLAYER. EXTRUSIONS ..............7 CORNER DETAILIL..............5 J.13/16"LAMI IG:(1)LITE OF 1/8"OR 3/16"ANNEALED(MIN.)GLASS,3/16"OR 1/4"AIR SPACE AND 7/16"LAMI ANCHORAGE....................8-11 CONSISTING OF(2)LITES OF 3/16'ANNEALED GLASS WITH A.090""PVB"INTERLAYER. K.13/16"LAMI IG:(1)LITE OF 1/8"OR 3/1W ANNEALED(MIN.)GLASS,3/18"OR 1/4"AIR SPACE AND 716"LAMI CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE OF 3116"HEAT STRENGTHENED GLASS WITH A.090"'PVB'INTERLAYER. L.13/16"LAMI IG:(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)LITES OF 3/16"HEAT STRENGTHENED GLASS WITH A.090"RVB'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 E 1300. AB.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 4.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5.SHUTTERS ARE NOT REQUIRED. PRODUCC REVISM ns cmplying with do Florida 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. Oo;l Code q Acm1laoce Mol -o CI,D 1 'moon Date !� 7.REFERENCES:TEST REPORTS FTL-4858,FTL-4859 AND FTL-5330. ELCO TEXTRON NOA'S M;aln' rod n Co^ Q ANSVAFSPA NDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL 8.THIS PRODUCT HAS BEEN DESIGNED 8,TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY QHURRICANEZONE(HVHZ). `��( D 9.FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP.BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. ; Z�.•��L[NSC P Q-: •.is 1Jo.5870 -13` 1 IS RwmWu LM. m4n5 F 5MEDMON +FBCl/PDATE GENERAL NOTES o P.•'' 1070 TECHNOLOGY OHNE T FLOR10, \Cf: J.J. 10117111 E FBC201000DECNANOE N.VENICE.FL m" i'��s'� L�� v.o.eox 1519 ALUM.HORIZONTAL ROLLER WINDOW,IMPACT 'i��S JJi WW1 D ADDED IS CAP TO BE TEMPERED +30F7N01E rrrs nr. •.war ""' wi✓r{dMkWay.E. o—sp t rrn.1e NMOMIS.FL 34274 1Riib(y Batter FIR7to NTS 7 + 11 4127-10 F REJ 5870 FJ(. 2/2&08 r—i7i 9/23A)8 . ••• ... .. .. . . . .. .. . . . . . . . . . . . PVB- ZE KURARAY BUTACIT PVBINTERLAYER • • • ••• 0 or •• ••• ••• •• •• • • • • • • • • • •• SAFLEX PVB INTERLAYER BY • • • • • EASTMAN CHEMICAL COMPANY 21 50 21 • • 5 • • • • •• • ••• ••• • 1n•NOM. 55 1 NOSn�,,� ••• •• EXTERIOR AL SECTITONS)� 53 GLASS BITE •Gws BI»-• • • • • • •• • 51 60,61,62 51 63,64,65 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS 090 PVB INTERLAYER .090 PVB INTERLAYER 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3116"ANNEALED OR HEAT STRENGTHENED GLASS 5/16'NOM. 7/18'LAMINATED 5/16"LAMINATED GLASS 7/16"LAMINATED GLASS 21 50 21 50 1/2"NOM. 1/2'NOM. 59 GLASS BITE 59 GLASS BITE 52 52 PRODUCT RB m comptying with ilh"Ow FbNde 66:lv� ,87,68,69,70,71 72,73,74,75,76,77 �uldp#118"ANNEALED OR HEAT STRENGTHENED GLASS 3/16'ANNEALED OR HEAT STRENGTHENED GLASS.090 PVB INTERLAYER .090 PVB INTERLAYER1!8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS 5116"LAMINATED 7118"LAMINATED 5116"OR 318"AIR SPACE 3/18"OR 1/4"AIRSPACE 118'OR 3/18"ANNEALED OR TEMPERED GLASS Qp 1/8"or 3118"ANNEALED OR TEMPERED GIASSQD 13116"NOM. 13/16"NOM. \\��r`I L.NN/yC 77��ii 13/16'LAMI IG GLASS W/5/16"LAMI 13/16"LAMI IG GLASS W/7/16"LAMI icr NO.58705 QD FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G-L SHALL HAVE A TEMPERED I.G.GLASS CAP.BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. o..tr F gTATE LK 0114/10 MF RENS®INTERLAYER AlANWACTURER GLAZING DETAILS U� ''•.FL URIUP•' (j`'`. p�,� 1070 TECHNOLOGY DRNE 1Q%7H1 E ND0MGETNTBSKEET N.VEN10E.FL34275 P ALUM.HORIZONTAL ROLLER WINDOW,IMPACT JA amil D ADDED IO CAP TO BE TEN0ERBD +&W NOTE. P.O.BOX 1520 a„� wnc au+rN• wR aiSrlw Ll P.E. •..qe o+r 0.e NOKOMlS.FL3a27a Vita*agar „ 3R.L00 HR710 FUII 2 11 4127-10 F P.EY Sg705 • .•. . ... .. .. • . .• .• • • . . . • •• . . . . •• . • • • • • ••• TABLE 1. XOX(114,112,114)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE 1"SMALLER) WINDOW GLASS WINDOW HEIGIT •• • • • ••• WIDTH TYPE 26" 36" 38 3/8" 48" •80"00- 63" 84" A,B,G,H +60.0 1 -60.0 +60.01 -60.0 [+60-0 60.0 -60.0 +60.0 .60.0 + : +d.Q -§QQ +6Q - .A +60.0 ; -60.0 96" A,B,G,H +60.0 -60.0 +60.01 -60.060.0 -60.0 +60.0 50.0 +60.0 -60.0 +60.0 -60.0 +56.8 -58.8 +56.2 1 -56.2 �D FOR INSTALLATION IN 106 318" A,B,G,H +60.0 -60.0 +60.0 i -60.0 ! -60.0 +60.0 -60.0 +60.0 ; 50.0 +60.0 $00 +552 -652 +52.3 -52.3 THE HVHZ ABOVE 30 108" A,B,G,H +60.0 $0.0 +60.0 1 -60.060.0 -60.0 +60.0 50.0 +60.0 60.0 *68.0 i0.i •+54.6 - .6 +51.7 -51.7 FT,GLASS TYPES G- L SHALL HAVE A 111" A,B,G,H +60.0 -60.0 +60.01 -60.0 +60.0 -60.0 +60.0 60.0 +60.0 ' w5 .5 ,6g5 •+53.6 tb3.6 +50.9 -50.9 TEMPERED I.G.GLASS CAP.BOTH THE DP UP TO 111" C,I •• • • • c • ••• •• +60.0 -60.0 AND ANCHOR QUANTITY REMAIN UP TO 111" D,E,F, +75.0 E -75.0 UNCHANGED. J,K,L TABLE 2. XOX(113,113,113)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE 1"SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE ALL HEIGHTS UP TO 63" TO 86 7116" A B,C, +60.0 -60.0 G,H,1 TO 86 7/16" �'K L' +75.0 -75.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE 1"SMALLER) WINDOW GLASS 4f lo )I WINDOW HEIGHT WIDTH TYPE 26" 36" 38 S/8" 48" 50 518" Ise 60" 83" 60" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 i -75.0 +75.0 -75.0 +75.011 -75.0 +75.0 -75.0 66" 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 I -74.2 +70.2 ' -70.2 72" A,B,G,H +75.0 75.0 +75.0 ; -75.0 +75.01 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +69.6 -69.6 +65.2 -65.2 r c..oyi 5"ilh D .��dri�aha ao eloido 09 IAS I�2�(P�13 74" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 = -75.0 +75.0 -75.0 +68.1 68.1 +63.8 [ 63.8 A"�pi��19-05 ZO'LI UP TO 74" C,D,E,F, +75.0 -75.0 or v` Mi•n erfodwA GLASS TYPES:TEST REPORT FTL-4858()QOX),FTL4859(OX&XO)AND FTL5330 A.5/16"LAMI-(118"A,.090,1/8"A) G.13/16"LAMI IG-1/8"OR 3/16"A(MIN.),5/16"OR 3/8"AIR SPACE,5/16"LAM[-(1/8"A,.090,1/8"A) B.5/16"LAMI-(1/8"A,.090,118"HS) H.13/16"LAMI IG-1/8"OR 3/16"A(MIN.),5/16"OR 3/8"AIR SPACE,5/16"LAMI-(1/8"A,.090,1/8"HS) ``` C.5/16"LAMI-(1/8"HS,.090,1/8"HS) I. 13/15'LAMI IG-1/8"OR 3/16"A(MIN.),5/16"OR 3/8"AIR SPACE,5/16"LAMI-(1/8"HS,.090,1/8"HS) \��,p��\cT..se.lze'n D.7/16-LAMI-(3/16-A,.090,3/16-A) J.13116"LAMI IG-1/8"OR 3/16"A(MIN.),3/16"OR 1/4"SPACE,7/16"LAM[-(3/JV-A..090,3/16"A) E.7/16"LAMI-(3116-A,.090.3/16-HS) K.13116"LAMI IG-1/8"OR 3116"A(MIN.),3/16"OR 1/4"SPACE,7/16"LAMI-(3116"A,.090,3/15'HS) - N0.53705 F.7/16"LAMI-(3/16"HS,.090,3116"HS) L.13/15'LAMI IG-1/8"OR 3/16"A(MIN.),3/16"OR 1/4"SPACE,7116"LAMI-(3116"HS,.090,3/16"HS) = _ = o.: 7X15 tu; LAL 5114/16 �� NOCMNGETH/SSHEET D SIGN PRESSURES �O••'•• sTn� F ,"., " loroTECNNOLocrornvE '. °�''..Ftaao?.•' J.J. 1QH7/if E NO CHANGE MS SHEET N.VENICE.FL 34278 lg;ww DR. ,••,„� P.O.Box,sze ALUM.HORIZONTAL ROLLER WINDOW,IMPACT ��5/pN��@�� J.R. 51TQHl D ADOEDIG CAPTOBETEWERED +80FTNOM e.`.rrrt er. m G".qN. Me aLrp{AilµFKvi orr '*092m NoxoMls,FL 3e274 vtst6ly Barrer HR710 NTS 3 +11 4127-10 F r•E.00 sa7os FK' 2ftW J.J. 27 3/8" 27 3/6r 27 3/8" MAX.DLO 54 5/16"MAX.DLO,FIXED MAX.DLO MAX.DLO VENT VEVENT0 FARXE:D*• D D 00— a I B B B X 0 x x 0 x 85 7/16"MAX.WIDTH I.F.FRAME 110"MAX WIDTH I.F.FRAME "MAX.WIDTH FLANGE FRAME --111'MAX.WIDTH FLANGE FRAME DETAIL B-XOX(1/4-1/2-1/4) DETAIL C-XOX(1/3-1/3-1/3) NOTE: 339/16'MAX. 33 9/18"MAX. 1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. DLO FIXED C�;l DLO VENT SEALANT OR GASKET 63"MAX. FLANGE AT HEAD AND SILL FRAME PA ALL 15 56. CONFIG. 57 318" MAX PRODUCT REVISED MAX. DLO ALL 15 I.F.FRAME c plying with 1b.Florida DLO ALL VENTS Build ng Code FIXED 82"MAX. LITES I.F.FRAME 0 Ix ALL By CONFIG. Miami Product 13 FLANGE FRAME LYNN 73"MAX.WIDTH I.F.FRAME VIEW D-D 74"MAX.WIDTH FLANGE FRAME NO.58705 (FRAME CORNER CONSTRUCTION) DETAIL A-OX OR XO 0'. '4 STATCOr 41 LM. S14n6 I'F 1N0CWJM?M&qEET ELEVATIONS 1070 TECHNOLOGY ORVVE 342 5 J..L 10/1,-/Il E 1N00tMWTIfS&ffEr N.VENICE, Ar.w Nw— -Acmy— ALUM.HORIZONTAL ROLLER KINDOW IMPACT IVAN- .0t a2mi D1N0cwm7msSNEET P.O.BOX ISN A.L�� IL IV Omar NOKOMIS;,FL 34274 wribly Better j-N-rSja4 - 11 1""'a'4127-10 IF f 58M F.K. 212M J.J. %2M Z. INTERIOR 37 32 35 22 � . •. 39 1 22 •� i i • • • • • • • 16 2 13 EXTERIOR INTERIOR • • I 21 MAX.VENT DLO - • MAX. T DLO t�� MAX.fIX�D(4 0�� • MAX.VW;11 FLIAE I'Awt) ••• •• EXTERIOR 19 SECTION B-B 17 (HORIZONTAL SECTION-XOX SHOWN WITH FLANGE FRAME) MAX. INTERIOR 17 35 32 37 39 HEIGHT FLANGE FRAME MAX. VENT 01HUH 16 DLO MAX. FIXED DLO MAX.FIXED DLO MAX.VENT DLO 43 22 r MAX.WIDTH(I.F.FRAME) 21 EXTERIOR SECTION A-A (HORIZONTAL SECTION-OX SHOWN WITH INTEGRAL FIN FRAME) 24 8 22 21 41 22 PRODUCT REVISED os complying with dx Florwe 2 Iluilding Codc /1 n Aetepinern No 13'�519A�7 12 24 $ EXTERIOR INTERIOR pirNionDne / � 7 12 21 7 EXTERIOR INTERIOR 111111 6 1042 '1c: mo.58705 SECTION C-C SILL HEAD (VERTICAL SECTION,FLANGE FRAME) (VERTICAL SECTION,I.F.FRAME) (VERTICAL SECTION,I.F.FRAME) cr= nww nwr w.rae er1tlw' '--9Q STA C O �V LM. 514115 F NO CHANGE TM SHEET TIONS W , ,worecNNOLocrORluE ALUM.HORIZONTAL ROLLER WINDOW,IMPACT J.J. 1QH7/11 E NO CHANGETHIS SHEET N.VENICE,F ,91Icy- .AR. BITQHI D bfO CFLWGE 7HfSSHEEf P.O.BQX 152e �iYe1� aerr �r�� a.r.r► A.LYNN P.E. NOWMIS,FL 34274 Visibly Better HR710 Half 5 • ? 4127-10 F P.E.s 59705 07F.K. SK15 J.J. 3113roS ITPM DWC#1 m DESCRIPTION MATL PGT# ITEM DWG#RFY DFSCRIPTION MAT'L PGT# 1 4102 A FLANCEFRAMEHEAD 6063-T6 AL 612237 66 ASS 13116"LAMI IG1/8"A(MIN.).318"AIR SPA 5116"LAM[(118-A-090 PVB,1/8"A 2 4025 SASH STOP STD. ANTILIFT'CLIP 6063-T5 AL 612244 67 3/16" MAGI/81A RR. 3/8 SPA 16"LAMI 1/8"A .090PVB 1/8"HS 3 #8 X 314 PH.PAN HFAD 7834AA 68 • 3/160 I G 3/Sr AIRSPACL� 16"LAM[(1/8"HS,.090PVB,I/rHS) 4 4053 SASH STOP COVER(SASH STOP) 6063-T5 AL 69 31164AiA11G3016 .),5/16" SPACBI S/16'LAMI(118"A,.090PVB,ll8"A) 6 4136 FLANGEFRAMES11L 6063-T6 AL 6413670 16 I IG li"A **,5/16"AWSPA 5/16"LAMI 1/8"A,.090PVB,1/S"HS 7 4137 SILL ADAPTOR 6063-T6 AL 64137 71 13/16"LAMI IG3/16"A(MIN. 5/16"AIR SPACE 5/16"LAMI(1/8"HS,.090 PVB,1/8"HS) p 8 4131 ROLLER TRACK 6063 TEAL 64131 72 13/16"LAMI IG1/8"A IN. 114"AIR SPA 7/16"LAMI 3/16"A .090P 3/16"A 10 71298 WEf??HOIECOVER POLYPROP. 71298 73 1311 " 1 ll8" RNa UMABtSP�,7/16"LAMI 3/16"A .090P 3/16'HS 12 126 WEEPHVE COVER LFOAMPAD 7P71298 74 " 13N6"LAMINA /4.41RSPhCE 7/16"LAMI(3/16'HS,.090PVB,3/16"HS 75 13/1 A 1 Yi6"A(I M. 3/r!'AIR SP 7/16"LAMI(3116"A,.090 PVB,3/16"A) 13 4002 A FIANCEFRAMEJAMB 6063-T6 AL 612225 76 13/16" II 3/ N.).3/16iAlIRl1�ACT>7/16"LAMI 3/16"A,.090PVB,Y 6"HS 14 4134 GASKET FOR MAINFRAME SILL JOINT 74134W/K 77 13/6 LAMIIG3/16"A IN.).3/16"AIRSPA 7/16"LAMI(3/16'HS,.090PVB,3/16"HS) 15 1155 #S X 1.000 QUAD PN.SMS 781PQA 90 1014 SCREEN FRAME OR&VEIL) 3105-H14 AL 16 4110 G SCREEN ADAPTOR 6063-T5 AL 6411OG 91 1630 SCREEN CORNER KEY W/RINCIS POLYPROP, 17 4054 B FIX®MEETING RAI. 6063HD-T6 AL 64054A 92 1631 SCREEN CORNER KEY W/OUT RINGS POLYPROP. 19 4066 W STP..187 X.230,FIN SEAL 64066G 93 1073 SCREEN SPRING ST.ST. 21 4105 SASH TOP&BOTTOM RAIL 6063-T5 AL 612240 94 1624 SCREEN SPLINE-.135 DIA.FOAM FM PVC 22 1683 W STP..250 X.270 BA FIN SEAL 616830 95 1635 SCREEN SPLINE-135 DIA.HARD EM PVC 23 225-1 ROLLER HOUSING&(NIDE 42112HD 96 SCREEN CS,(YTH 24 226 BRASS ROLLER W HEELS BRASS 7BRW HL2 29 4128 HORIZONTALROUER SASH TOP GUIDE POLYPROP. 44128N 32 4006 D SASH MEMNGRAIL 6063HS-T6 AL 64006 2.710 33 1235 W STP.,.170 X.270 BACK,FIN SEAL 67S 16G 35 1096 SWEEP LATCH DICAST 71096 36 1016 #8 X.625 PH.FL.SMS 7858 all R 37 4126 SASH SIDERAIL 6063-T5 AL 64126 2.624 38 1683 WSTP..250X.270BACK,FIN SEAL 616830 F 2 39 7070 BULB W EATHEtSTRIP.187 X.275 67070K 40 ILIFT RAIL COVERCAP 74078"C'LORR 41 4139 I.F.FRAME HEAD 6063-T6 AL 64139 41 I.F.FRAME HEAD 42 4140 I.F.FRAMESILL 6063-T6 AL 64140 #4139,6063-T6 43 4141 LF.FRAMEJAMB 6063-T6 AL 64141 50 GLAZINOSIUCONE,DOW 899,995 OR UIVALFNT PRODUCT REVISED 51 1224 VINYL(i<AZINGBFAD BULB CK 6TP247W,K as complying with she Florid. de 52 1225 VINYL aAZINGBFAD BULB 6TP248K 2.784 Accept m"N l -051 2�W 53 4039 B GLAZINGBFAD-5/16" 6063-TS AL 64039B P Dale 54 4044 B ($AZINGBEAD-5/16'W/aUMKIT 6063-T5AL 644703 .062 3.152 By 55 4222 A G AZINGBEAD-7/16' 6063-TS AL 64222 n1 l Produce .062 56 985 C C AZINGBEAD-7/16"W/GRUIKIT 6063-T5 AL 698.5 1.988 59 4067 GLAZING BEAD-13/16" 6063-T5 AL 64067 60 GLASS 5116'LAMI U8"A,.090PVB,ll8"A 43 I.F. JAMB \\`��O�IILYNNI4f/(�''�,� 61 5/16"LAMI 1/8"A .090PVB,118"HS � c�ceNs� '.tP 62 " S/IG'LAMI(1/8"HS .090 PVB 1/8"HS) i 63 7/16"LAMI 3/16"A_090 PVB3116'A z 710 No.54705 64 " 7/16'IAMI 3/16"A .090PVB 3/16'HS q2 I.F.FRAME SILL �'6 65 " 7/16"LAMI 3/16"HS,.090 PVB,3/16"HS #4140.6063-T6 case arrs.e orya." n •` ~�`: S1T]"L-of: LM. OW015 F NO CHANGEnMSHEETP T PARTS LIST FL..... lmoTECNNOLocvoRa7E ,.n :�FS`s;•.........•`��C�,• ,LJ, or 7n1 E NO CHANGE N.VENICE,FL34275 ALUM.HORIZONTAL ROLLER WINDOW IMPACT ''� ;�?,�AI !; dR. 84QH1 D ADDED lr1 TO ss P.O.egxI 8 syr s — sw.«aw. me ALYNNMR�ERP.E Onr Dtle NOKOMIS,83/270 1?JIb(f BfNan' HR710 NTS. 8 11 4127-10 F P.E/50705 FJG 2/2M J.J. 32M Fes-1.513-�{ .062 • I. ... 1.187 ' •• •• .738 •3. 52 •• �• ••• • 1. 062 ••• Akj SASH STOP COVER 1. 73 1.73 .082 3.190 O #4053.6063-T6 1. 22 L 9 ••• ••• • • • :• •00 •710--- 2.710 • • • • • ••• •• •• • • 2.784--1 G) O FLANGE FRAME HEAD O FLANGE FRAME SILL O FRAME SILL ADAPTER r #4102A,0063-T8 #4138,8063-T6 #4137,6083-T6 I 1.363 O 1'b 062 FLANGE FRAME JAMB .061 � 13 #4002A,6063-T6 490�1 43� 48 I F 1.403 O SASH STOP gO HORIZ.ROLLER TRACK 17 FIXED MEETING RAIL #4025,606375 #4131,6063-TB #4054B,6063HD-T6 .062 2.:79 .OB � 2. 28 .05� 1. 87 1. 9 �3 ` .678 I�1.3491 11.081 1.096 L� PRODUCT REVISED 21 SASH TOP&BOTTOM RAIL 32 SASH MTG.RAIL 37 SASH SIDE RAIL O GLAZING BEAD,5/16" "w plying-lb 012 P107i& #4133,6083T5 #4006D,6063HS-T6 #4126,6063-T5 53 #4039B,6063T5 6u0diogCbde n�e�lonrc Hn 15.0514.0 •nlion DaO: ZI .05� Muni ProdOet I 683 050 .678 .678 .050-+ .878 I 0501 1.096�- -i 1.096 I��{7 1.115 -IAF 1.097 GLAZING BEAD,5/16" 55 GLAZING BEAD 7/16" 56 GLAZING BEAD,7/16" 59 GLAZING BEAD,13/16" ��`�\DNY LYNN q.74e , 54 #40448.6063-TS #4222A,6063-T5 #985C,6063T5 #4067.6063-T5 P q\0 ��GENSF <<Fp'�: (USED Wr GRILL KIT) (USED W1 GRILL KIT) y; ;4 - No.56705 •v. �"( re= ww.F 0.a wnrNec �•°►� '�t7.'•, s4 Tr: F L.M. 6R41+6 F NOCHANOETHIS SHEET � EXTRUSIONS R1oI`•'•• 1070 TECHNOLOGY DRNE J.J. +OnT/11 E NO CHANGE THIS SHEET N.VENICE.FL 34275 ALUM.HORIZONTAL ROLLER WINDOW IMPACTftdmr. JA. 82QMf D NO CHANGE THIS SHEET P.O.BOX 1520 eiM � t� wrt a.."sx. arc A LY+III L11L4.1'PI.b.E _ NOKOMIS,FL 34274 Mabry Beean HR7f0 Helf 7' •11 4127-10 F P.E.650705 FJC 1/16NS J.J. 1SOS ANCHOR QUAN7111ES.XOX(114-112-114)WINDOWS TABLE 4 NOTES: GLASS TYPES A.B.C,G,H,I GLASS TYPES D.E,F,J,K,L 1. ANCHOR TYPES: • • • ••• ANCHOR M! 2.3,WOOD 2,CONC 1,CONC 2,3,WOOD 2,CONIC 1,CONC 191/4-�&P TAPCQNS f 4x1/4-ELCO jS4 C@FJE-FLEX 3-O12 STEEL SCREWS(G5) 3 SUBSTRATE ZONES ZDNES ZONES ZONES ZONES ZONES •0 • • • 0 0 0 ' •/� • pypp N 0) N O7 IN 2.GWSS TIY : g&D WINDOW SIZE HEAD&SILL g HEAD&SILL I l HEAD 6 SILL 2 HEAD a SILL ' HEAD 8 SILL�� HEAD&SRL 12 A•5/16'LARII-(1/8"•A•�0,619- ,) ••• •FOR INSTALLATION IN THE HVHZ ABOVE 30 v < I� < ]� gBOM6"LAMI-(1/B"A,.090,1/8'HS) FT.GLASS TYPES G-L SHALL HAVE A W TEMPERED I.G.GLASS CAP.BOTH THE DP AND C.5/16-LAMI-(1/8"HS,.090,11W HS) 53.125 x 38.375 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 D.7/16"LAMI-(3/18"A.090,3/16"A) ANCHOR QUANTITY REMAIN UNCHANGED. 46.00D 1+C2+1+C2+113 1+C2+1+C2+1 3 1+C2+1+C2+1'3 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+C2+1+C2+11 3 E.7/16' ( 16*4.090."6'H*a• • F.7/l ( 16%HS809Q 3118"� • 50.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+t`3 3 �• ( .),5/18 OR 3/8"SPACE,5/16"LAM]-(1/8'A,.090.1/8"A) 54.000 1+C2+1+C2+1 3 1+C2+1+C2+113 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2►1 3 H.1311611AIRl 1 1 1 'ep(11111.).5/18'OR 3/B"SPACE,5116"LAMI-(1/8'A,.090,1/8"HS) 60.000 1+02+1+02+tI 3 1+C2+1+C2+1 3 1+C2+1+C2+1{3 1+C2+1+02+113 1+C2i1+C2+1 3 1+C2+1+C2+1 i 3 J.13}116`LAMI IG-1/�OR 3118'A(MIN.60 ).3/6"�1/4'SPACE,V18"LAMI-(3116"A,.090,3/6 FA) 63.000 1+C2+1+C2+1{3 I+C2+1+C2+1 3 1+C2+1+C2+11 3 1+C2+1+02+1 3 1+C2+1+C2+1`3 1+C3+1+C3+11:3 K.13/16"LAMI IG-1/8'OR 3/16-A(MIN.),3116"OR 1/4"SPACE,7/16"LAMI-(3/16-A,.090,3/16'HS) 60.000 x 38.375 1+C2+1+C2+tI 2 1+C2+1+C2+11 2 1+02+1+C2+1.2 1+C2+1+C2+1I 2 1+C2+1+C2+11 2 1+C2+2+C2+1I 2 L. 13/16'LAMI IG-1/8"OR 3/16-A(MIN.),3116"OR 1/4"SPACE,7/16"LAMI-(3/16'HS,.090,3116'HS) 48.000 1+C2+1+C2+1{3 1+C2+1+C2+113 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+C2+1+CZ+1 3 1+C2+2+C2+1€3 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 60.626 1+02+1+C2+113 1+C2+1+02+1`3 1+C2+1+C2+tt 3 1+02+1+C2+1 3 1+02+1+C2+1 3 1+02+2+C1+1 13 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. 54.000 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+1I 3 1+C2+1+CZ+113 1+C2+2+C2+1{3 HEAD 6 SILL: 101/2"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE. 60.000 1+C2+1+C2+11 3 1+C2+1+C2+113 1+C2+1+C2+l 3 1+C2+1+02+1`3 1+C2+1+02+1 3 1+C3+2++;3+11 3 25 3/4'MAX.FROM CORNERS. { I JAMBS: 9"MAX.FROM CORNERS AND 22 VY MAX.O.C. 63.000 1+C2+1+C2+113 1+C2+1+C2+1 3 1+C2+1+C2+1{3 1+C2+1+C2+1 3 1+C2+1+C2+113 1+C3+2+C3+t 3 TABLE KEY: 74.ODDx 38.375 1+C2+2+C2+1i2 1+C2+1+C2+1{2 1+C2+2+C2+112 1+C2+2+C2+12 1+C2+2+C2+12 1+C2+2+C2+1 2 X O X 48.000 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+11 3 1+C2+2+C2+1 3 1+C2+2+C2+11 3 1+C2+2+C2+11 3 1+03+`4+C3+1 3 rANCHOR QUANTITY PER JAMB 60.626 1+C2+2+02+1 3 1+C2+1+C2+1`3 1+C2+2+C2+1 3 1+C2+2+02+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 I HEAD AND SILL ANCHOR QUANTITY. 64.000 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+02+1 3 1+C2+2+02+11 3 1+C2+2+C2+1 3 1+C3+2+C3+11 3 LLL---- A CLUSTER OF(3)ANCHORS CENTERED AT EACH MEETING RAIL PLUS(1) 60.000 1+C2+2+C2+1 3 1+C2+1+02+1 3 1+C2+2+02+113 1+C2+2+C2+1 3 1+C2+2+02+1 3 1+C3+2+C3+1 3 ANCHOR AT EACH OPERABLE VENT 63.000 1+C2+2+C2+1 3 1+C1+1+C2+1 3 1+C3+2+03+1 13 1+03+2+C3+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 PLUS(4)ANCHORS AT FIXED SECTION. 84.0DOx 38.375 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1I 2 1+C2+2+C2+1 2 1+C2+3+q+1 2 (12)ANCHORS TOTAL AT HEAD AND SILL. 48.000 1+C1+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+02+1 3 1+C3+3+C3+1 3 (3-MtN.O.C.ANCHOR SPACING) 50.625 1+C2+2+C2+1 3 1+02+2+C2+1 3 1+C2+2+C2+113 1+C2+2+02+1 3 NC2+2+02+1 3 1+C3+3+C3+1 3 54.000 1+C2+2+C2+113 1+C2+2+C2+113 1+C2+2+C2+113 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+G+3+G+1 3 25 3/4"max. 60.000 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1+C2+2+C2+1 3 1+C4+3+G+11.3 J- 63.000 1+02+2+02+1 3 1+C2+2+C2+t12 1+C3+2+C3+1 3 1+C3+2+C3+143 1+C2+2+C2+1 3 1+C4+3+G+1 3 9"REF. X 0 X Pgooucrxsvls6D 106.375x 38.375 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+02+4+C2+1F 2 w muplying with Un Flodh Uuilding Coda 48.000 1+C2+3+C2+1 3 1+C2+2+C2+1{3 1+q+3+C3+1 3 1+C3+3+C3+1`3 1+C2+3+C2+1 3 1+C3+4+C3+ii 3 MTG.RAIL,TYP. Accagmce No 1 -051q•�Z1 60.625 1+02+3+C2+1 3 1+C2+2+C2+1 3 1+q+3+C3+1 3 1+C3+3+03+11 3 1+03+3+03+1 3 1+03+4+q+1 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS �p1otionD'1e 54.000 1+C3+3+C3+113 1+C2+2+C2+1 3 1+03+3+C3+113 1+C3+3+C3+113 1+C3+3+C3+1 3 1+C4+4+G+113 (SHOWN IN TABLE KEY ABOVE) 60.000 1+q+3+C3+1 3 1+C2+2+C2+1 3 1+G+3+C4+1 3 1+C4+3+C4+1t 4 1+03+3+C3+1I 3 1+C4+4+G+1.3 63.000 1+C3+3+03+1 3 1+C2+2+C2+1 3 1+G+3+C4+1 3 1+04+3+C4+1 4 1+C4+3+C4+1 3 1+C5+4+C6411 3 25 3/4'MAX. 1 112"TYP. 111.000x 38.375 1+C2+3+C2+112 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 211+C2+4+02+1 2 � F�3"MIN. 11 48.000 I+q+3+02+1 3 1+C2+2+02+113 1+C3+3+C3+1 3 1+C3+3+C3+1`3 1+C2+3+C2+1 311+03+4+C3+1 3 9"REF. �� NV LYNN f/4 60.625 1+C2+3+C2+1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+113 1+C3+3+C3+1 3 1+C3+4+C3+113 X O X r,.•'��GFNSL' '(`P ' Q : 61.000 1+C3+3+03+1 3 1+C2+2+C2+1 3 1+C3+3+03+1 3 1+C3+3+C3+1 3 1+q+3+03+1 3 1+G+4+G+1 3 ' N0.587U5 -_ 60.000 1+q+3+C3+1 3 1+C2+2+02+113 1+04+3+C4+1 3 1+04+3+C4+1 4 1+C3+3+03+1 3 1+C4+4+04+t'3 MTG.RAIL,TYP. - 1 p.aoo 1+q+3+C3+1 3 1+C2+2+C2+1 3 1+G+3+G+1 3 1+04+3+C4+1 4 1+C4+3+04+1 3 1+C5+4+05+1 4 EXAMPLE CLUSTER W/QTY.OF(4)ANCHORS - CC 71 41 LAI. 6n4f6 1 F I IYO CHANGE 7H6B SHEET P ..�. ANCHORAGE SPACING,XOX 1/41-1l2-1/4 ;�o'• F �' lwsw 10707ECNNOLOCY OaIVE 7e� %i iP�,.,Lo;�1DP.•'Ci AA 1Q�'17111 E NO CHANGE TM SHEET N.VENIM.FL34275 ,,, ALUM.HORIZONTAL ROLLER WINDOW IMPACT JJ7. S2Nf f D ADDED/G GPTO BE7IEMPERED +JOF'T ND7E, P.O.BOX 1529 r,,,, o.r�1r a.. !J� ��`�� NOKOMIS,FL 3427+ Vbib&Better - A LYNI!'M1LLa7e,P.E. FX.. Z/TN05 J.J. 3�/28A76 wrno NTS B 11 4127-10 F P.E/58705 er ANCHOR QUANTITIES XOX 1/3-1/3-1/3 WINDOWS TABLE 5 NOTES: GLASS TYPES A,B.G.H GLASS TYPES C,D,E,F,I,J,K,L 2,3,WOOD 2,CONC 1,CONC 2,3,WOOD 2,CONC 1.CONC 1.ANCHOR TYPES: • • • • • ANCHOR TYPE 10114"JL TAPCjNJ� S:'114"ELCC jS4 Cjr&TE-FLEX 3412 812 STEEL SCREWS(G5) &SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES •• • • U) •m �rn I�m `N � 2.GWSSSYPES:• • * • /D f • WINDOW SIZE HEAD 6 SILL HEAD A SILL HEAD&SILL{M HEAD d SILL i4 HEAD 8 SILL!9 HEAD d SILL, A65/161.I-(1/8-000,6"1 1,) •••_-' FOR INSTALLATION IN THE HVHZ ABOVE 30 V I t ! I I Ml9M 6"LAMI-(1/8"A,.090,1/8"HS) FT,GLASS TYPES G-L SHALL HAVE A 49.000x 38.376 1+C2+1+C2+1 12 1+C2+1+02+1 2 t+C2+1+02+1 2 1+C2+1+CZ+112 1+C2+1+02+11 Z 1+C2+1+C2r1 2 C.5/16"LAMI-(1/8'HS,.090,1/8"HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND D.7/18"LAMI-(3/18"A,.090,3116"A) ANCHOR QUANTITY REMAIN UNCHANGED. 48.000 1+C2+1+C2+1 j 3 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1 1+C2+1+C2+11 3 1+C2+1+C2+1 3 E.7/16"LA (w16"4-090,�Y8"I • • 50.625 1+C2+1+CZ+t3 1+C2+1+C2+1 3 1+C2+14C2+1 3 1+C2+1+C2+113 1+C2+1+C2+113 t+C2+1+C2+1 3 F.7/�' -( 16wiS1t09s 3116 '• 64.000 1+C2+1+C.'2+t 13 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1'3 1+C2+1+C2+1!3 1+C2+1+C2+1 3 G.13/86'LAMM•-118" !y1V oA .),5/16"�R 318"SPACE,5/16"LAMI-(1/8"A,.090,1/8"A) 60.000 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+11 3 1+C2+1+C2+1 3 H.13/16*LAIMI I�.1 4{16"r1(MIN.2,5/18"CR 3l8"SPACE,5/18`LAMI-(1/8"A.090,1/8'HS) 83.000 1+C2it+C2+11 3 1+C2+1+C2i11 3 1+Cx+1+C2+1 3 1+02+1+C2+1 i 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 I. 13N a I 1/8'OR 311V A(MIR.,3116.OR 3/B"SPACE,5/16"LAMI-(1/8" A,.09,3f16 1/8" A) J.13�76'LA I IG-1/8"OR 3/16"A(MIN.),3N 6"OR 1/4'SPACE,7/18'LAMI-(3116"A,.090,3116'A) 53.125x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1!2 1+C2+1+C2+1 j 2 1+C2+1+02+112 t+C2+1+C2+11 2 1+C 2+1+C2+1t 2 K.13/16'LAMI IG-1/8'OR 3/16"A(MIN.),3116"OR 114"SPACE,7/16"LAMI-(3116"&.090,3116"HS) 48.000 1+C2+1+C2+1 j 3 1+C2+1+C 2+11 3 1+C2+1+C2+1 i 3 1+C2+1+C2+1 3 i+C2+1+C2+11 3 1+C2+1+C2+1 3 L. 13118"LAMI IG-11W OR 3/16"A(MIN.),3116"OR 1/4"SPACE,7116"LAMI-(3118"HS,.090,3/16"HS) 60.625 1+C2+1+C2+1 3 1+C2+1+02+11 3 1+C2r1+02+1 3 1+02+1+02+1 3 7+02+1+02+1 i3 1+02+1+02+1 31 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 64.000 1+C2►1+C2+11 3 1+C2+1+C2+1!3 1+C2+1+C2+1!3 1+C2+1+C2+113 t+C2+1+C2+11 311+02+1+C2+1 3 DIMENSIONS.FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. 80.000 'I+C2+t+C2+11 3 1+C2+1+C2+113 1+C 2+1+C2+11 3 1+C2+1+C2+13 1+C2+1+C2+1311+0+1+041 3 63.000 1+02+1+C2+1 3 1+C2+1+02+1I 3 1+C2+t+C2+1t 3 1+02+1+C1+1 3 1+C2+1+02+1 3 1+03+1+03+7 3 HEAD&SILL: 10 112"MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE 25 3/4"MAX.FROM CORNERS 60.000x 38.376 1+C2+1+C 2+1!2 1+C2+1+C 2+11 2 1+C2+1+C2+11 2 1+C2+1+C2+11 2 1+C2+1+C2+11 2 1+C2+1+C2+1!2 JAMBS: 9"MAX.FROM CORNERS AND 221/2"MAX.O.C. 48.000 I+C2+1+C2+1 3 1+C2+1+C2+1j3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1l3 1+C2+1+C2+1°3 TABLE KEY: 50.625 1+C2+1+C2+1{3 1+C2+1+C2+L 3 1+C2+1+C2+11 311+C2+1+02+113 1+C2+1+C2+13 I+C2+1+C2+11 3 X O X 54.000 1+C2+1+C2+1`3 1+C2+1+C2+1'•3 1+C2+1+C2+113 1+C2+1+C2+1 1 3 1+C2+1+02+11 3 1+00+0013, t+C3+1+23+1 3 ANCHOR QUANTITY PER JAMB 60.000 i+C2+1+C2+113 1+C2+1+02+1!3 1+C2+1+C2+11 3 1+C2+1+C 2+11 3 1+C2+1+C2+11 3 1+C3+1+C3+1 3 63.000 1+C2+1+C2+1C!3 t+ 2+1+C2+1`3 1+02+1+02+1!3 1 1+03+1+03+7 C'3 1+C2+1+ 2+11 3 1+C3+1+C3+1 3 HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF(3)ANCHORS CENTERED 66.000 x 38.376 t+C2+1+C2+1 2 1+C2+1+C2+11 2 1+C2+1+C2+112 1+C2+1+C2+1 2 7+02+1+C2+1 2 1+C 2+1+02+1 2 ON EACH MEETING RAIL PLUS(1) 48.000 1+C2+1+C2+1!3 1+C 2+1+C2+11 3 1+C2+1+02+1 3 1+C2+1+C2+t 13.1+C2+1+02+113 1+C2+1+C2+113 ANCHOR AT EACH OPERABLE VENT 60.626 t+C2+1+C2+1.3 1+C2+1+C2+1 3 1+C2+1+C2r/ 3 1+C2+1+C2+1 t 3 1+C2+1+C2+1 3 1+03+1+C3+113 PLUS(1)ANCHORS AT FDCED SECTION. 54.000 1+C2+1+C2+13 1+020+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+C3+1+03+1 3 (9)ANCHORS TOTAL AT HEAD AND SILL. 60.000 1+C2+1+C2+1.3 1+C2+1+C2+11 3 t+C2+1+C2+1 3 I 1+C3+1+03+113 1 1+C2+1+C2+1'3 1+C3+1+C3+1 3 (3"MIN.O.C.ANCHOR SPACING) S3.000 1+C2+1+C2+1 3 1 1+C2+1+C2+1'3 1+C3+1+03+1 311+C3+1+03+1 3 7+C2+1+C2+1 3 1+03+1+C3+1 3 74.000x 38.375 1+C2+1+C2+1t2 1+C2+1+C2+1 2 1+C2+1+C2+112 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 �25 3/4'MAX. 48.000 1+C2+1+C2+1,3 1+C2+1+C2+113 1+C2+1+C2+1 3 1+C2+1+C2+113 1+C2+1+C2+1 3 1+C3+1+C3+1 3 --H 1--3"MIN. 60.625 1+C2+1+C2+1 3 1 1+C2+1+C2+1 3 1+C2+1+C2+113 1+C2+1+02+113 1+02+1+02+713 1+C3+1+C3+1 3 9"REF. 64.000 1+C2+1+C2+1 3 03 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+ +1+C3+1 3 X O X 60.000 1+C2+1+C2+1 3 03 1+C2+1+C2+11 3 1+ +1+C3+1�3 1+C3+1+03+113 1+C2+1+C2+1 3 as 1+C3+1+C3+7 3 PRoouct ws® caoplyin9 with the Florida 63.000 1+02+1+C2+1 3 1 1+C2+1+C2+1 3 1+03+1+C3+113 1+C3+1+03+113 1+C2+1+C2+1 3 1+C3+1+C3+1 3 "'I'cioe Code 64.000x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+11 2 1+C2+1+C2+112 1+C2+1+C2+113 1+C2+1+C2+1 2 1+C2+1+C2+1 2 MA RAIL,CLTYPAcccpw,ceNo 5-O �,Qq' EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS ° 'r"ionDxu /LO'1 48.000 1+C2+1+C2+113 1+C 2+1+C2+11 3 1+(2+1+02+1 3 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+03+1+C3+1 3 SHOWN IN TABLE KEY ABOVE °y 50.626 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+113 1+02+1+C2+113 1+C2+1+C2+1 3 1+03+1+C3+1 3 ) Mi i ode Product Oona 64.000 1+C2+1+C2+113 1+C2+1+C2+113 1+CS+1+03+1 3 1+C3+1+C3+1 3 1+C2+1.FC2+113 1+03+1+C3+1 3 ' 60.000 1+C2+1+C2+1 3 1+C2+1+C2+7 3 1+C3+1+C3+1 3 1+C3+1+03+1 4 1+C3+1+03r1 3 1+03+1+C3+1 3 25 314"MAX. 1/2'TYP. 63 000 1+03+1+q+1 3 1►C2+1+02+1 3 1+gr1+C3+1 3 1+03+1+q+1 4 1+03+1+q+1 3 t+C4+1+04+1 4 h-3'MIN. YNN i 86.437%38.376 1+02+1+C2+7 2 1+C2+1+C2+1 2 1+02+1+02+1 2 1+02+1+02+1!3 1+C2+1+C2+1 2 i+(2+1+02+1 2 ��` pp1 ..•• 48.000 1+C2+1+C2+113 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+113 1+C3+1+C3+1 3 9*REF. X O X �`��\0 ..'�weNSE •.6p 50.826 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C1+tI3 t+03+1+q+1 3 �' �.; w 64.000 1+02+1+C2+1,3 1+C2+1+C2+113 1+q+1+C3+1 3 1+03+1+03+113 1+C2+1+C2+1,3 t+03+1+03+1 3 _ No.56705 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+03+1+q+L 3 1+C3+1+03+1 4 1+03+1+C3+1!3 1+C4+1+C4+1 4 MTG.RAIL,TYP. 2 EXAMPLE CLUSTER W/ QTY.OF(4)ANCHORS ct. q/ 63.000 t+C3+1+C3+113 1+C2+1+C2+11 3 1+03+1+03+1 3 1+C3+1+C3+1!4 1+C3+1+C3+t 3 1+C4+1+C4+1 4 7)ZIbf -,o.. S ATF F �J LAft.wW/4H6 n.rrr< IUDCNANOE7Hl88NEET ANCHORAGE SPACING,XOX 1/3-1/3-1/3 "O FCOnpw �o!:.•'�" 1070 TECHNOLOGY DRIVE ii CC�''•......... \ J.0 10N77T1 E NOOMIGETHISSHEET N.VENICE.FL3C275 r'e ��,5`5/O(V/\l P.o.eox 15?8 ALUM.HORIZONTAL ROLLER WINDOW,IMPACT JR 872W11 D IG CAP TOBETEMPERED +3ffl-7W E ++..,� sur srY a++r► a" ALYNNMILLERP.E. asr orr "Oxohxs.FL 34274 1/trtlrb Better Itlt710 NTS 9 +11 4127-10 F P.E.N 65705 FX ZMW J.J. 3123N8 ANCHOR QUANTITIES,XO&OX WINDOWS TABLE 6 NOTES: GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K,L 1.ANCHOR TYPES: • • • ••• ANCHOR TYPE 2,3,WOOD 2.CONC 1,CONC 2.3,WOOD 2,CONC 1,CONIC 1-1/a•ELCQfAfCONS• 2.1/eELCO SS4(jtETP:FlEX 3412 STEEL SCREWS(G5) 8 SUBSTRATE ZONES 20NES ZONES ZONES ZONES ZONES i • • • • • • N 2.GLASS.T pa: • • • A�\ • • pQ m p� 2 f U) pQ m pp A.5/160 LAW. 118'A.O>�•1�'I`)•• •�i� OR INSTALLATION IN THE HVHZ ABOVE 30 WINDOW SIZE W N y to f N lil{/) W B.SRB-PAMI 1/8"A,.090,1/8"HS) FT,GLASS TYPES G-L SHALL HAVE A V = ep ' _e6 ' =e6 ' =a0 _"!1 i _ °0 C.5116"LAMI-(t/8"HS,.090,1/8"HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND 32 1+C2+1 2 1+02+1 2 1+C2+1 2 D.7116'LAW-(3116"A,.090,3116"A) ANCHOR QUANTITY REMAIN UNCHANGED. 7.000 x 38.375 1+C2+1 2 1+C2+1 2 1+C2+1 t E.7/16"LAMI-( 6' 094 3/16") ...•• 48.000 1+C2+1 3 1+C2+1 3 1+C2+1 i 3 1+C2+11 3 1+C2+1 3 1+C2+1 3 F.7116• Alr(3 i6•ils,AWpWIr H8) • •• 50.625 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 G.13/16" I lal I OR 3N6' 'y,•�11'N. X16•ort 3JY"SPACE,5/18^LAMt-{U8^A,.o9o,1/8-A) H.13110"LAMI IGIL 1 O);t 31=6' (NyN.).SN6"OR 3W SPACE,6116"LAMI-(118"A,.090,1W HS) 54.000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1. 3 1+C2+1 3 1. 13116' IGS 1/ Muir 60000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 i 3 1+C2+1 3 1+C3+1 3 J.13116"Mi IG-118"OR 3116^A(MIN.),3/16'OR 114'SPACE,7116^LAMI-(3116^A,.090,3/16'A) K.13116'LAM[IG-1/8"OR 3/16"A(MIN.),3/16'OR 1/4"SPACE,7/18'LAMI-(3(16"A,.090,3116"HS) 63.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+11 3 1+C3+1 3 L. 1311W LAMI IG-11W OR 3116"A(MIN.),3116'OR 114"SPACE,7116"LAMI-(3/16"HS,.090,311("HS) 48.000 x 38.375 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 48.000 1+C2+1 3 1+C2+1 3 1+C2+1 j 3 1+C2+1 i 3 1+C2+1 3 1+C2+1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN.GO TO NEXT LARGER WINDOW IN TABLE. 50.625 1+C2+1 3 1+C2+1 3 1+C3+11 3 1+C2+11 3 1+C2+1 3 1+C3+1 3 HEAD&SILL: 101/2"MAX.ON EACH SIDE OF MEETING RAIL CENTERUNE. 54.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+11 3 1+C2+1 3 1+C3+1 3 18 3/4"MAX.FROM CORNERS. 60.000 1+C3+1 3 1+C2+1 3 1+C3+1! 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 JAMBS: 9"MAX.FROM CORNERS AND 221/2"MAX.O.C. 63.000 1+C3+1 3 1+C2+1 3 1+C3+1 E 3 1+C3+1 E 3 1+C2+11 3 1+C3+1 3 TABLE KEY: O X 53.125 x 38.375 1+C2+1 2 1+C2+1 2 1+C2+1_: 2 1+C2+1 12 1+C2+1, 2 1+C2+1 2 2+C3+2 3 ANCHOR QUANTITY PER JAMB 48.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1' 3 1+C2+11 3 1+C3+1 3 50.625 1+C2+1 3 1+C2+1 3 1+C3+11 3 1+C2+11 3 1+C2+11 3 1+C3+1 3 HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF(3)ANCHORS 54.000 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+11 3 1+C2+12! 3 1+C3+1 3 CENTERED ON THE MEETING RAIL 60.000 1+C3+1 4 1+C2+1 3 1+C3+1, 3 1+C3+1` 4 1+C2+11 3 1+C3+1 3 PLUS(2)ANCHORS AT OPERABLE 63.000 1+C3+1 4 1+C3+1 3 1+C4+1 j 3 1+C3+1 4 1+C3+11 3 1+C4+1 3 VENT AND FIXED SECTION.(7) i ANCHORS TOTAL AT HEAD AND SILL. 60.000 x 38.375 1+C2+1 3 1+C2+1 2 2+C2+21 2 1+C2+11 3 1+C2+11 2 2+C2+2 2 48 000 1+C2+1 3 1+C2+1 3 2+C3+2 3 1+C2+1 3 1+C2+11 3 2+C3+2 3 (3-MIN.O.C.ANCHOR SPACING) 50.625 1+C3+1 3 1+C2+1 3 2+C3+21 3 1+C3+1 3 1+C2+11 3 2+C3+2 3 8 314^MAX. 54.000 1+03+1 4 1+C2+1 3 2+C3+21 3 1+C3+11 4 1+C2+11 3 2+C3+2 3 j -►j 1•x-3"MIN. 60.000 1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1' 4 1+C3+1 3 2+C4+2 4 9-REF. 63.000 1+C3+1 4 1+C3+1 3 2+C4+21 4 1+C3+1 4 1+C3+11 3 2+C4+2 4 X O I PRODUCT RGV{SED 66.000% 38.375 2+C2+2 3 1+C2+1 2 2+C2+2I 3 2+C2+2 3 1+C2+1 2 2+C2+2 3 I m`°"'p1r's°'ih ft Ron4. MTG.RAIL Bu IJd IgCode 48.000 2+C2+2 4 1+C2+1 3 2+C3+21 3 2+C2+2 4 1+C2+11 3 2+C3+2 3 Accep�ancrNo 15-05)�I D�„I 50.625 2+C3+2 4 1+C2+1 3 2+C3+2i 3 2+ 3+2 4 1+C2+1 3 2+C3+2 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS 54.000 2+C3+2 4 1+C2+1 3 2+C3+21 4 2+C3+2� 4 1+C2+1 3 2+C3+2 4 (SHOWN IN TABLE KEY ABOVE) M,•,; Product Vol I + + � 60.000 2+C3+2 4 1+C3+1 3 2+C4+2 4 .2+C3+2 4 1 C3 1, 3 2+C4+2 4 63.000 1+C3+1 4 1+C3+1 3 2+C4+21 4 2+C3+2 4 1+C3+1, 3 2+C4+2 4 183/4"MAX 1 1/2"TYP. 74.000 x 38.375 2+C2+2 3 2+C2+2 2 2+C2+2I 3 2+C2+2 3 2+C2+2' 2 2+C2+2 3 I---3'MIN. i 48.000 2+C3+2 4 2+C2+2 3 2+p+2. 4 2+C3+2 4 2+C2+2i 3 2+C3+2 4 9^REF. \`��oV LY... 111YY�i,��' 50.625 2+C3+2 4 2+C2+2 3 2+C3+2j 4 2+C3+2 4 2+C2+2I 3 2+C3+2 4 X `��.,.'��cEh1SC '•.F� F: 54.000 2+C3+2 4 2+C3+2 3 2+C4+2 4 2+C3+2 4 2+C3+2 3 2+C4+2 4 ;c %c MTG.RAIL _ No.58705 80.000 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+C3+2 5 2+C3+21 3 2+C4+2 4 = _ 83,000 24 C3+2 4 1+C3►1 3 2+Ca+2 q 2+C4+2 5 2+C3+2 i s 2+C4+2 5 EXAMPLE CLUSTER W1 QTY.OF(4)ANCHORS ti �( r7ow. FEF s - onei+�t �� .i fA1C/ aa4mir "F'" Ivo CHANGE THIS SHEET � � ANCHORAGE SPACING,OX AND XO WINDOWS = �;�..Fror�toP..�cJ 1070 TECHNOLOGY DRIVE '••.... , J.l 1(17111 E NO CHANGE THIS SHEET N.VENICE,FL 34275loom � � ALUM.HORIZONTAL ROLLER WINDOW,IMPACT �,;�ONAIi-F J.R. 6H(V11 0 IGCAPTOBETEMPERED r30FTNOTE. F.O.IS, L34 o ;,7 4rk • , ,,,. .,,, w...4pc 0iM" oar NOKOMIS,8.34271 Yi.+Iby Behar NR710 NTS. 10 • 1 4127-10 F `P E y 55667�o5R P.E. F.K. ?/Am J.J. 9/TS'DS 1314"MIN.E.D.TYP. NOTES: MIN.3.4 KSI 2x WOOD BUCK, 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USF"4Y MIAMI-DADE COUNTY APPROVED 1/4"ELCO ��1"MIN.EDGE NOTE 3 13/6" TAPCONS EMBEDrjD 13/86 MIN.OR 1A'SS.01ETE-FL EMBiDED 13/4'MIN..MINIMUM DISTANCE FROM CONCRETE .' '• MIN. ANCHOR TO COYORETEPEDE++E 6S 12/4*.FEgHEAO ANO:IORVOJPT BE#12 TRIMFIT HEAD. 1x WOOD '. a ••:: NOTE 1 2.FOR WOOD APP4ATI$S%N MIAMI-131E�C rTY,U642 STEEL SCREWS(GS)OR 1/4'SS4 CRETE-FLEX WITH BUCK, #12 TRIMFIT HE04• • NOTE 3 3.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS 1/4" 1/4 Q THAN 1 1/2. Ix WOOD BUCKS ARE OPTION@I•IF UIOT•QAN Bf INSTALLED DIRECTLY TO SOLID CONCRETE OR MAX.J MAX.J CMU.WOOD BUCKS DE*I D$S V ASE'WA THICK ORGg�iEATER. INSTALLATION TO THE SUBSTRATE OF SHIM SHIM WOOD BUCKS TO BLOFOGIN WWD BY*THRRSw0FV APPROWD BY AUTHORITY HAVING JURISDICTION. 60 CONCRETE WOOD • • • • ' ANCHOR. ANCHOR, 4.FOR ATTACHMENT TO ALIUNtl AF.&AI RIAL SHAIR BEA MINIMUM STRENGTH OF 6063-T5 ANDA MINIMUM NOTE 1 DETAIL A NOTE 2 DETAIL B OF 1/6"THICK.THE ALOMINGMTTRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS.THE ANCHOR SHALL BE A TYPICAL FLANGE FRAME HEAD SECTIONS #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 1/4" 5.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER MAX SHIM I I 3/r 1/4"MAX.SHIM—�1 F� 1 1A MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. I I MIN. I I (1.5 KSI CMU) OR 2-1/2"MIN.EMBEDMENT PER NOTE 1 (3.4 KSI CONCRETE) WOOD CONCRETE ANCHOR, —f ANCHOR, T 13/4. EXTERIOR INTERIOR NOTE 2 1"MIN.EDGE NOTE 1 ?. MIN.E.D (HEAb&SILL DETAILS A,B,C,D, &H) TYP. — j�u� S^T 2x WOOD BUCK,NOTE 3 1x WOOD BUCK,NOTE 3 L� SEE NAILING INTERIOR 5W MIN.EDGE DETAIL E DETAIL F (JAMB DETAILS E.F&1) —r EXTERIOR t TYPICAL FLANGE FRAME JAMB SECTIONS n 5/e"MIN. CONCRETE WOOD V DETAIL H (HEAD) ANCHOR, ANCHOR, NOTE 1 NOTE 2 NAILING .131 DIA.MIN.x 2 1/2"NAIL AT CORNERS AND 5"O.C. I RODUCTREVISBD TYPICAL DETAILS G,H&I. complying with the Fbrids Building Code 1!4" 1/4" ncceptance No 15-0$t �aq 1 MAX. MAX. ��Dale 2 SHIM /4- S IM 0 "MIN.EDGE By SEE M DedeProdud • '' NAILING NOTE 1 13/6 MIN. 1 3/4"MIN. 2-1/2"MIN. SEE NAILING ` ��ONI LYNN MIN.3.4 KS E.D.TYP. 2x WOOD 1�IIJIN.EbGE o ��4�.''�,cENSF •.Fq CONCRETE 2-1/2"MIN.EMBED % DETAIL C BUCK. DETAIL D DETAIL G SILL DETAIL I JAMB = '� No.56705 NOTE 3 ( ) (JAMB) TYPICAL FLANGE FRAME SILL SECTIONS TYPICAL INTEGRAL FIN FRAME SECTIONS = -o rsaisn o.,. n.w+"c pwMR %Io STAT L. ANCHORAGE DETAILS JM. �OH7/11 E . NO EST HO7ETDWCI.UDEQMU 1070 E CE.FL3 27 hlE PST ALUM.HORIZONTAL ROLLER WINDOW,IMPACT '/ SS�ONn1.E,�Ci`,.� JR. Br1AH1 D NO CHANGE THIS SHEET P.O.89X15zs �� NOKOMIS.FL 0437p V1s16/y BeKn -A.LYNN A,IxLLER P.E. F.K. SrDB J.J. &2SM8 hW710 Half 11 + 11 4127-10 F P.E.p 58705 MIAMI.DADE i••IIA111I--DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SSV 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wiviv.miamidade.aoWeconomy PGT Industries,Inc. 1070 Technology Drive North Venice,Fl.34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER— Product Control Section to be used in Miami--Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may,immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. ce if it is determined b Miami—Dade County Product RER reserves the right to revoke this acceptance, y h' Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"PGT"Clipped Extruded Aluminum Tube Mullion—L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 01 through 25 of 25,prepared by manufacturer,dated 08/29/1 lwith the latest revision dated 01/29/15, signed, sealed and by Anthony Lynn Miller, P. E., bearing the Miami—Dade County Product Control Revision Section stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant ;••• •••••• LABELING: Each unit shall bear a permanent label with the manufacturer's inane-or logo►,-%ky state, • series, and following statement: "Miami—Dade County Product Control Approved"'blitess otherwtse noted*•••• herein. •••••• . ... .... . . RENEWAL of this NOA shall be'considered after a renewal application has be8z� cd and t'l}pl g J%s beep•••• no change in the applicable building code negatively affecting the performance ofida6prduct. ..:..' TERMINATION of this NOA will occur after the expiration date or if there has belst!a revision or change'••;• in the materials, use, and/or manufacture of the product or process. Misuse of thois=1 as an endorsement • • of any product, for sales, advertising or any other purposes shall automatically t�rmiA to this N0 4rFailu�e • to comply with any section of this NOA shall be cause for termination and removdL9fNPA. ;••••; ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, -Ploricla, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. . This NOA revises NOA No. 13-0815.05 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. Gascon,P.E. NOA No. 14-1105.01 M1AM1•D DE COUNTY f` fs�.+� Expiration Date: May 26,2016 Approval Date: February 12,2015 2`�i1ES Page I PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTINUED) 4. Laboratory addendum letter for Test Report No. FTL-6443, issued by Fenestration Testing Lab,Inc., dated 05/05/11,signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NOA No. 11-0922.01) 5. Laboratory compliance letter for Test Report No. FTL-6443, issued by Fenestration Testing Lab, Inc.,dated 02/28/11, signed and sealed by Marlin D. Brinson,P. E. (Submitted under previous NOA No. 11-0922.01) 6. Proposal No. 10-1070—R issued by BNC to PGT Industries, Inc., dated 01/07/11, signed by Ishaq I. Chanda,P.E.,Product Control Examiner. (Submitted under previous NOA No. 11-0922.01) G. OTHERS 1. Notice of Acceptance No. 13---0815.05, issued to PGT Industries, Inc. for their "PGT Series Aluminum Clipped Mullion--L.M.I.",approved on 11/31/13 and expiring on 05/26/16. ...... .... ...... .... .... . . . ...... . . ..... ...... . . . . ...... Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 14-1105.01 Expiration Date: May 26,2016 Approval Date: February 12,2015 E-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTINUED) 4. Laboratory addendum letter for Test Report No. FTL-6443, issued by Fenestration Testing Lab,Inc., dated 05/05/11, signed and sealed by Marlin D. Brinson,P.E. (Submitted corder previous NOA No. 11-0922.01) 5. Laboratory compliance letter for Test Report No. FT"443, issued by Fenestration Testing Lab, Inc.,dated 02/28/11, signed and sealed by Marlin D. Brinson,P. E. (Submitted under previous NOA No. 11-0922.01) 6. Proposal No. 10-1070—R issued by BNC to PGT Industries, Inc., dated 01/07/11, signed by Ishaq I. Chanda,P.E.,Product Control Examiner. (Submitted tinder previous NOA No. 11-0922.01) G. OTHERS 1. Notice of Acceptance No. 13-0815.05, issued to PGT Industries, Inc. for their "PGT Series Aluminum Clipped Mullion—L.M.I.",approved on 11/31/13 and expiring on 05/26/16. •• • 0000 • 0000•• 0000 0000•• • 0000•• • • • 0000•• 0000 0000 • • ' 0000 0000 ••••r •0100• • • 0000• • • 0000•• •• •• • 0000•• • •00.0• • • • • • • •000•• 0000•• • • • ••000• li •• • f! Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 14-1105.01 Expiration Date: May 26,2016 Approval Date: l+ebruary 12,2015 E-2 . . ... . . . ... .. .. . . . .. .. . . • . . . . . . . . . . ... . . . . ... SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NON-IMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHDWN ARE INRDDITION TO ANY ANCHORS RBLIARED FOR THE MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL AFjIcATfaNfARE SHOWII E01M SRUATIANNS UNIQUE AND SHOULD BE �+^� EVALUATED BY AN EXPERIENCED INSTALLER FOR TEST¢ISTkI.LATI M�i}K OPTIONAL TX ORWOOD BUCKS IF USED, GENERAL NOTES.__._....._......_._1 MUST BE ANCHORED PROPERLY TO TRANSFER LQADS�V•ID 41E;10 BE D EDB BY OTHERS. � • � �'T�cT�--��-�--��---�-�1 FIGURE 1: ELEVATIONS.__._.__.__._.._._.__i ••• • • ••• ••• • p u 2 THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO 2X WOOD_..._._._.._._...2 MULTIPLE [—OPENING WIDTN FOR VERTICAL MULL ARCHES D I BE ) INSTMULALLATION TO TI&MASONRY._.–__2 MULLIONS --r SEE DETAILS INscRleEo INSIDE HAVE BEEN TESTED AS'FE THAN 1M*FROM ANO 00 NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL INSTALLATION NOTEs_._..._..___2 E' A•o c,n; REcrAHouIAR NOT HAVE A GAP OF MORE THAN 1H'FROM THE CUP. MULL 7o MASONRY_._...._.__....310 SHEETS 2.1 SHAPE �• MULL TO STEEL STUD__._.__.._.3 RV 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIQNEa T(';RE�IS•f•T�i�Wll DWG TO THE REQUIRED MULL TO MULL......... m F DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLIICT NO M0RE7HAfN U160.i}1E"rA ST�R CREASE WAS NOT USED ANCHOR SPECS-.--•_._._.__._.3 Z AUL BAYALTMIL INSTALLATION LATION _._._..4 IN THIS ANCHOR EVALUATION.THE 1.8 LOAD DURATION FACTOR NA9USlD FOR TNf EVAYlATION OF WOOD SCREWS. BAY MULL INSTAlUT10N.........._..4 O W 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THl{RESPd1I�IBW�Y OTHERS ARD IS BEYDND TFIESC.OPE OF THESE 1 X 2 X.126 WILL SPECS...__..__6 •--I W �� \\ 1 X 2 X.376 MULLSPECS_.__._...8 J INSTRUCTIONS. t X 2.75 X.85 MULL MULL PECS.__....._a W Z a8 Q I 1 X 3.125 X.690 MULL SPECS__-..9 ca O sE�THRU G; / IIA / III /U 6)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES ANDo F ATHRU G; 1 111 1X4X.126 FRILL SPECS�_...__..10 )- (0 `+SEE DETAILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER � to SHEETS&3 I 1 1 X 4 X.376 TUBE MU.L SPECS._11 Q J 1 i-� i 1 SHEETS 2� ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN 1 X 4 X.376 T FRILL SPECS......_11 ? W \ III PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1.26X3.188 X.285 MULL SPEC3...12 OPENING 1.25 X 3.25 X.100 MULL SPECS-...13 I j ms' � VE HEIGHT 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLES} 1.26 X 3.25 X.624 MULL SPECS 14 Z O e MULL FOR 1.26 X 3.94 x.824 MULL SPECS__15 LENGTH HOMEONTAL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X a x.26 MULL SPECS._._.__1e Q Z SEE DETAIL E. W U BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT 2 X 8 X.25 MULL SPECS._....._.....17 U SHEET 3 1.26 X 2.11 X.12S WILL SPECS__18 AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT z 30'X 3.26 BAY MULL SPECS__._..19 Z W Q O REACTIONS. 46'X 3.26 BAY MULL SPECS_._-.20 Q 8z MULLION&CUP DIMENSIONS...._21.23 I'- Z e IN C FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACON/AGGRE-GATOR NOAS;ANSIAF&PA NDS FOR WOOD CONSTRUCTION; EXAMPLES t&2.._..___....._.__.24 PRODUCTS MAY ADM-ALUMINUM DESIGN MANUAL I LOADING EXAMPLES_..__._._.__.26 W BE OF ANY TYPE. MUST BE 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING Z U VO ByPOTFAcruaED CODE,AND ARE APPROVED FOR IMPACT AND NON-MAPACT APPLICATIONS MULLIONS ARE ONLY TO 8E USED WITH U ( Q 0 3 III PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. Qa.•• Z VO N ,/SEE DETAILS 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ Of°"w A-DAm; HowzaNTAL SHEETS 2a11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING MULL WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NQA LENGTH HORIZONTAL MULL LENGTH INSTRUCTIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/Fr FOR THE OPENING USING THE ASCE-7 STANDARD. 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR'OR-TRIANGULAR/TRAPEZOIDAL'. PRODUCPRBVISHD s+wmP(YIu9 With 18uFlodd4 I--HORIz MULL LENGTH—y 4)FIND THE CHOSEN MULUONS MULLION CAPACITY(LBS/FT')FROM TABLES 1A THROUGH ISA,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING Buodlu&Ondt _ LENM ILL r [- ,OPEN WIDTH- THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE MoIyO•Ioo No OS.• MULLION CAPACITY(LBS/FP)OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSFM FOR THE OPENING OBTAINED IN R / OPENING STEP 1). HEIGHT 5)FROM THE SAME TABLE USED INSTEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS L THIS VALUE Nlaml Odt— 9t1 CORW1 !� >y FOR OPEN No LENGTH �¢. �, fr �, ��• REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. 1 LENGTH 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE .\\\•(��CN•••••NN L ANCHOR/SU BSTRATE(ANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR P?•' INCENSE•�!!F CAPACITY IS MET. * •' OPEN NG WIDTH No.58705 SINGLE MULLION SINGLE MULLION FOR VERTICAL MULL 7)IF THE MULLION CAPACITY(LBS/FT')OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBSIM FOR THE _ OPENING WIDm OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS =-O - FOR vElalcu.MuuVALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE '1 SEE CORRESPONDING DETAILS MULTIPLE MULLIONS - -(<••. UTE FROM FIOURE 1 ABOVE. 8)VERIFY THE DESIGN PRESSURE RATING(LBS/FP)FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLIONAZ CAPACITY(LBSIM OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION �i�s ORIDA,,.•G �� 9PRODUCT H GHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. �S,0NAL e \%'� A.LYNN M(LILEik,P.E. FL P.EA 58705 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . . ... . . . . ... ... w . . . . . . . . . .. DETAILA: 6I I II ji MbC•10••••OET•••LAIL•••B:iD *,X:.°I •:•"ILUON NlACHE0 b II hIII • 1. RTR MULLION TO 2X WOOD BUCK • ESUBSTRATE, OR WOOD FRAMING WOOD BUCK AND MASONRY uD SEE SEE TABLES IB-188MENT (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BY EP_% TJ SEE1. N MULLION • • ••• Tn N ••• Z SEE SHEETS •• °I I • CET � O E21-23E •• •C • • • •• ONCREECCU WSTANCE, mo W ITLOCATIONS SEE 1WWD(—� SEE TABLES = STANDARD ORI FDOEDISTANCE MASS OFFSET MULL < I I EDGE E m c 1 1 • FOR MASONRY m Q CLIP MAY BE I a ANCHORS O F •ATALL�BY I FOR WOOD 1 1 (n f7 THIS METHOD. .A <° SCREWS 260•MAK FOR .^a G 1 I e SIDE VIEW F— O ( J a ALL MULLIONS IMER THE I— 7 d " u E ° STANDARD a ° < ° ° d OFFSET MULL Z g "� n !r/f' CLIP hMV BE Q: •R W n EXTERIOR ° . NsrAUED BY > y t€3 u ° TN�METHOD. J Z EDGE Q Z a•- � ° E a Q DISTANCE 4 ° FOR m O G0 ° MASONRY ° • THE OFFSET CLIP IS ANCHORS _y Z MY O.O RECOMMENDED PDR N _J,7Ai FwfIwAED EXTERIOR °d WINDOWS,BUT LNYILI ALSO BE USC-0 FOR ° i ~ OTHER FtTAAIE TYPES. Z Q 3 Q Z O O Y (A dg €0}QU 'rvP.ANCHOR rYP.ANCHOR F� PER SUBSTRATE, PER SUBSTRATE. 888 TYP.ANCHOR SEE TABLES 18-16B PER SUBSTRATE. SEE TABLES 18.180 SEE TABLES IB488 �EOOEIEND BL"STRIP DISTANCE AND r-- SEE LES ATTACHMENT EMBEOMENT BUCKSTRIP D SEEBY NOTE i. AND EMBEDMENT' •• SEHEET11. ATTACHMENT SHEET 1. • BYOTHERS. , . - SEE NOTE 1, - • . • + •• SHEET 1. MM 2.7 KSI CONCRETE OR CMU - rxooucrRev)seD SIDE VIEW FRONT VIEW BDSdIBgOode No 7T FRONT VIEW INSTALLATION NOTES: Miami ade m.dea Comm 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION `�. pNY LYNA( ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE :�p��•'' L10ENgF•�lF�i� FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 1 *' No.58705 •T1• 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEKHEAD OR FLATHEAD. 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C.SHEET 3. O�: S� _]5:•��` 5)FOR MASONRY APPLICATIONS IN MIAMI-DARE COUNTY,USE ONLY MIAMI-DARE COUNTY APPROVED •F,E ORIDP,.••G��` ELCO ULTRACON OR ELCO 1/4'S.S.AGGREGATOR MASONRY ANCHORS. ��//////qqqqqq��'��' l A.'ty .#58705 x ER;Y.E. FLP. #58705 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... DETAIL E: MLJ.LIOW 19 MULLION ar � DETAIL C: •• •• m.•• •NNTERSECTION NOTES: ^� MULLION DIRECTLY ATTACHED TO MULLION 0 • • IP) • MASONRY STRUCTURE • • • • : 1)MAY BE INSTALLED IN-TEE'OR-CROSS' o (STANDARD CLIP SHOWN) ••• • •• ••• • INTERSECTIONS. p VARIES I U 2)MAY BE INSTALLED HORIZONTALLY (SHOWN)OR VERTICALLY. N I EITHER THE i P R SUBSSTRRATE, •• ••• •• 3)SEE U-CUP DRAWINGS,SHEETS 21-23 B CO SEE TABLES 01.138 000 L • • • • FOR CORRESPONDING MULLION. N �CO i U OF LL I •• • rortPP;A • t• •• MULLION O H CLIP MAY BE I I EDGE DISTANCE W INSTALLED BY 1 • • • • • • • • • J THIS METHOD I II F R MASONRY •• W411ES�I-^—•i • • 000 • HORS 'I N12STEELSCREWS. 1 I SELF-DRILLING OR PRE-DRILL MULLIONANDUSESMS W p p /`` m O ♦- MULLION F Z m J EXTERIOR °`° a O j 'T THE OFFSET CUP IS Z U EDGE DISTANCE ° RECOMIdENDED FOR FOR MASONRY v FIN-FRAMED LNNTERSECTION �2 i �jJ ANCHORS < WINDOWS.BUT MAY U-CLIP � ! L ALSO BE USED FOR ~ O Z OTHER FRAME TYPES EXTERIOR Q Z a TYP.ANCHOR d Z Z Q N e Q p Z SEE TABLES 18PERSMYRAT-138 4 a _ SEE SHEETS 21-23 FOR 1y1 O O PER susSTMTE, HOLE LOCATIONS BUCIc3rnIP SEE TABLES IB-130 FRONT VIEW EDGE W J ATTACHMENT DISTANCE �' I-' y - I [ - r� 3EE TIABLE3 U Z Q SEE EUBEDAfENT .• - .. • �EOTE-1• EDGE D. Z y fn 1 mwo • —'�sEE T. SIDE VIEW MIN 2.7 KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU 18.130 FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHOWN) STRUCTURE ' INSTALLATION NOTES: TYP.ANCHOR 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. • PER SUBSTRATE, SEE TABLES 18-13a RODUCf RBVISiD 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION °� ` SEE' EFTS ® ns 14s Pbdda ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE HOLE dks Code CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE NO FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. LOCATIONSD�tc 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. `` MuuIDN Imrd ado l9oducNClmtn•- 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. ® 11 I I 1 1-DADE COUNTY USE ONLY MIAMI-DADS COUNTY APPROVED �,E �� MONY LY. '/,�� 6 FOR MASONRY APPLICATIONS IN MWM � .( ELCO ULTRACON OR ElCO 1/4'S.S.AGGREGATOR MASONRY ANCHORS, 'ONS STUDSTHINNERWITH THAN y10EN !��l FRONT VIEW 1HGA ANO COMPLUWTwrrH 7HE FL BUILDING ,ei7B LES `;-AC',.•' S.�.,1�. CODE,A 2X WOOD BACKER MUST USED. ATTACHMENT BY OTHERS NO-58705 EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW = NOTES: �D ` SOT ST 0 EEL STUDS WOOD �� 1)FOR 2X WOOD-BACKED ST ANCHOR VALUES MAY BE USED. :�Ssi F�ORIOA,..•G��`� 2)SEE CORRESPONDING MULLION TABLES, SHEETS 5-20,FOR QUANTITY OF SCREWS A.LYNN"Iett P.E. FL P.E.#68705 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... DETAIL F: DETAIL G: •: ••• *00 •: AIL H: h ai FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP • • • • • • • •BA*MULLIDN INSTALLATION (F-CLIP) (ANGLE CLIP) i i i : (A•NIE CLIP) o SEE DETAILS AE, 30*OR AV cc oY SHEETS 2 AND 3 FOR INSTALLATION BAY MULL TO SPECIFIC SUBSTRATES. N LiON •• • • • •• ••• co (D W • •• O p z N • • • • • • O O O O TOP VIEW g m SIDE VIEW 8 O 1 i m U c F SHOWN WITH I'X MULLION4 X.126' I TOP VIEW i i Z so J 1 1 1 I TYP.ANCHOR EXTERIOR I 1 I PER SUBSTRATE, 5 V m b i i SEE TABLES 168 OR 168 z ..+ I TYP.ANCHOR 1 I Ilse STANDARD MULLION CLIP I 1 PER SUBSTRATE, I I EXTERIOR =,I Z �_ a MODIFIED TO FIT FIELD I SEE TABLES 1B-i4B m 1� CONDITIONS I W I 1 2•x r ANGLE CLD, F" z Q 1 1 I I 2 PER MULLION END,MUST BE z Ct Z N 1 I I I INSTALLED INSIDE OF BAY MULL LLION I m N I I 11 I I I CD W Q Y Y j 1 rXS'X.126' N Tn Q� ;; I ANGLE CUP, y I I I I 2PERMULUONENO. Q. z 0 0 \ 1MUST BE INSTALL 1 1 I co INSIDE MULL.EO €'p dD I ",,—TYP.ANCHOR PERSUBSTRATE, SEE TABLES 18-14B INTO WOOD, (� STEEL.ALUM INTO WOOD.STEEL. STANDARD CLD TORE EXTERIOR OR MASONRY EXTERIOR ALUM•CMU OR MASONRY MODIFIED INFIELD. EXTERIOR ®—_ PR DU OE _„DR -LTJ ``N3� m�Wlly�a M(henaW ® I ® INTO WOO.STEEL, 1 "Ir `^C`> �'.J.(O ® ® M, ALUCMU OR MASONRY 1 O EDGE DINI6181 STANCE Od6 Produce C3Mro PER ANCHOR 111111111/// EDGE -—� DISTA CE NOTES FOR INSTALLATION OPTION G 6 H: •.•'y1GENs pct` �� PER ANCHOR NOTES FOR INSTALLATION OPTIONS F: O 1)USE 2 ANGLE CLIPS PER MULLION ENO”CLIPS MUST BE MSERTED INSIDE OF MULLION. e' No.58705 ' �t 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26'X 2.11'X.125 MULLION. LOCATIONS SEE TABLES 18-148 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE /e 2)SEE TABLES 18-138 FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE LOCATIONS. 3)DETAIL K SEE TABLES 188 OR 1118 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE :�Q'•, §q 5 •�� R'� 3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. LOCATIONS. ��s •...ORIO.. G ONAI- EN.�• A.LYNN CULLER,P.E. FL P.E.#58705 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . •.• . . . . .•a TABLE 1A Mullion Capacity Table 1t0t2 • . • • . ... Opening Width(for NerBcdyapeMnplrRAaro)orOpenIng HefpM(WrlatimrteN 11011 drrnvA onili • • • �WWWt6w7c� 50 in 601. 701. $010 "in IOON 120 & • 140.5 • 1601. O Peclargdw TrpfOWrO, Radenpl« Tnp/IIWp. ReeW#er Mp7Tderig. Redenpdsr TnpR6rq. RRedaetrOtier TIepR6OW Rsden9eMr TnpOf9)ry. ftrten•4r Tteq�6Nng. �tQna#e. nePlieerg. 1x2 x.126 Loading Laadeo Coating teedro Laa&w Looting Loaartp Loaft Leading Ioaang Lead" Loaam Loaft 1oa69q Ladn9 Laadrg Loadrrg L-ft �Y About.Tube multIon I I !I I I I a 1 1111 fill, 1 a I I I I I I I I I I It ED i !III 111 z 42h 111.4 406 120.5 332 93.2 406 115.5 325 7/A 408 IOTA 121 09A 406 104.4 310 62.1 408 104.0 319 65.9 406 104.0 3 .6 4 319 !oa 101.0 919 3&0 406 10L0 319 J W UJ fl . 74A 312 818 266 62.4 312 73.4 262 53A 312 67.0 246 46.6 312 63.2 248 41A 3t2 91.3 244 17.6 312 01.0 244 112 312 61.0 244 26-S 312 61.5 244 23.4 312 61.0 03.0 281 70.6 234 532 28t 61.5 228 45.6 241 55.7 224 39.9 281 621 222 35.5 281 50.1 220 SIA 281 49.3 219 29.6 281 49.3 219 22.8 2111 49A 219 20.0 2111 49.3 219 W 'O S 52A 247 57.5 207 43.9 247 49A 202 37A 247 44.8 199 UP 247 41.6 198 202 247 30.4 194 29.3 247 38.4 193 21.9 247 3&1 193 1&11 247 38.1 193 i&4 247 30.1 193 ? M 311.4 200 412 170 32.0 200 35.4 166 27.4 200 31.6 163 24.0 200 28.9 180 21.3 200 27.1 161 192 200 25.0 157 1&0 200 26.0 166 J 33.1 181 35.3 155 27A 181 30.0 152 23.1 let 2&9 149 20.7 til 24.5 140 1&4 191 22.0 144 16.6 151 21.7 143 26.8 165 30.0 142 24.0 165 20.1 too 20.0 165 23.1 138 18.0 165 21.0 134 W 22.2 139 23.3 120 18.6 139 19.9 Ila 16.9139 17.5 116N126 t&7 100 16.7 126 1&8 107 17.5 its f&2 104 7 Q N O TABLE 1B ANCHOR CAPACITY ADJUSTMENT FORMULA: Z ;C51 Anchor Capacity Table Obs) ANCHOR CAP.,R,•,,,, N Subatnd: 2.76 Corwnta ask Dao. 1408mcMU FRea C AJ PT Wood Metal (DP)X( )=ANCHOR OAP.- (n MULLION CAP.«„,,.,,, 6/18'E1. 114'S8 Eta 5118•Elco IW SS Ebo 010 Steil #12 SNaI 012 Sled N Y AnchorCfip Patterns Anolar °' 3118•EW Ullncorr 1/4'Elco Ulnean 1118•EM t#lecon 11.'Elco L110000 l#tnca Ag9•(isl« l#Isw,a Ap6nWbr eeww(O'4 senw(05) Sorow(05) USE THIS FORMULA TO OBTAIN THE"ANCHO � Edge Olslame Mk 1• 2-trr r 2.1rr 3-w I- I 244 1• 2-l/2• r 3.16' r &411• cA4• ga24' CAPACITY REQUIRED"CORRESPONDING TO AN F= EmbMnw9 1-3N• 11/4' 1.374• WI4• r t-1w 1-iW 1.14• 1-IM• 14x4• MA' r I-wr idM• 1e�Ns ACTUAL PRESSURE REQUIREMENT FOR THE Q-.� Z O p 2ArwMn Q4.75,h&L O.a lslsndwd«OBkd GIp IFy.1k SOOM 3906■ 4301. 8901. 18/41. uoM 2801. 354 roti rea11 37411 66111 11461. 9411. 44z ibe Geo11 OPENING. IT IS LOWER THAN THE MULLION d jow to 4 Andare Q 1.19-Mh Ox,I Standwd W Offset)Itp ffio•2): 410 M 7001. WA WA WA WA 3W lbs WA WA WA WA WA 0021. sas 1. 1120 M CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Andwa Q 7 f4kL O.C./R)h5 ArgN tips I ftp.3k 780 M 76011 8801. 1560 M Ie96 M 5401. 6601. WA 7601. 7481a $601. 1892 M 6621. WS M /12011 MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Arwlan Q Q4Y MNL O.C./UCIO.No.12Y Atom.(Fig.4k WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 71111. CAPACITY WHICH MAY BE USED TO QUALIFY �3 8 1 Aatwr/F-W".Sk 19511 19511 2251. 44s M e2211 11511 14o 11 1771. 370 11 1111. 1321. 4731. no 1. zzl fa 2601. ADDITIONAL ANCHOR OPTIONS FROM THE 2 Alwhwa Q 1.15•Mh O.CI F-CtO F19 6) 2401. 150 M WA WA WA WA 19OWS WA WA WA WA WA 341 M 442 M 500 M ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: PR DUCTRuvisRD • • • • cm/vlsIII9 uIth 16x VIM& 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. ffflu-MI'dep k _ SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 1.000' Byre X0.2 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. r - - FIGURE& I ro.Contml 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000" 1111 111 I 1 I II FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ON ANGLE CLIP MUST BE USED IN PAIRS .125 ��...,........��lC '� 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED �,10ENSF CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED r FIGURE 4: FIGURES: FIGURE B: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 8083-T5 AND BEA MINIMUM OF.125' I No.58705 THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045 THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1•X r X.125•MULLION LEAST.125 THICK AND ASB.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND = C( _ �� • THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 SS. =�O••. MIN S LLLLJJJ��JJ �N A.LYNN MILL911"P.E. FL P.E.#58705 . . ... . • . ... .. .. . . . .. .. . . . . . . . . . . . • . . ... . . . . ... TABLE 2A � Mullion Capacity Table Ibolle • • • • • ••• Opening Width Vorvel6ceMyapaminp mwiOns)0rOpening ife ht(for halmrtd1W409191rrym L le r � 601. BON 701n /01. go in 1001. • • • 1201.0 • • 1401.• • IRON d Oo mmna" TraWTMro. Re-lamer Twff w v. 14annww" Tmpfdm. fWONIA r TMWMV jft Wng r TW&W RNISN r T-1,6111p111 Re�•7p4m Tr.pQ r ita�.i9 LeBOkY PSSY` GOI 1 x 2 x 6 L.. L..* ero L..* Lo4Leading L-ft L9adlro Loaft t44dlro L-009 Loaaro Left Lne r. toamro Le�kg L^i IRL be Z fn I o r2ln,. 170.0 W0 170.0 435 751.3 002 1R0 478 720.7 682 170.0 608 1135 Bbl 108.5 618 Iona 682 1618 077 808. SM 186.8 617 67 ss Itwe 4617 644 02 1-9 5 68.7 •822 11x9 617 J W 121.8 6W 7380 419 101.4 6W 119.2 410 86.9 607 106.7 403 76.0 807 1028 899 87.8 607 W.e 3% 806 507 90.0 390 60.7 90.0 388 43 90.d8 9fl0 607 99.0 398 j z 103.7 468 110.8 379 Bal 496 99.9 371 74.1 158 90.6 364 84.8 456 81.8 300 67.8 488 81.3 357 618 458 80.0 368 432 468 80.0 356 37.0 458 80.0 358 821 458 80.0 359 85.4 400 933 338 71.2 400 60.8 328 81.0 400 727 322 534 400 873 318 41.5 400 84.0 315 427 400 823 314 35.8 400 61.8 313 30.5 400 81.6 313 28.7 400 81.6 913 W M O 623 324 06.9 276 519 324 57.5 210 445 324 61.2 264 38.9 324 46.9 260 34.6 324 439 257 31.1 324 420 255 28.0 324 40.5 253 71.2 324 40.5 259 19.5 53.8 294 67.4 252 44.5 251 412 245 364 294 438 241 330 204 398 237 20.9 294 37.1 234 20.8 284 35.2 232 224 204 336 270 191 294 334 730 1&$ 281 334 740 -081. 488 266 49.8 230 390 288 424 225 33.4 288 37.5 221 29.2 268 341 218 2&0 288 31.6 216 2L4 268 29.6 212 19.6 266 20.0 2f0 797 288 27.7 200 740 268 27.7 200 Z fn$ �' 72 N 36.0 716 37.9 190 30.0 225 32.2 to 25.7 225 28.4 188 226 225 25.6 185 20.0 225 23.6 182[14.2 226 221 180 150 223 20.3 177 12.8 225 19.6 176 11.3 225 10.8 778 W 781. 30.8 200 32.0 177 255 202 27.2 173 21.9 202 11.9 170 792 202 21.5 187 17.0 200 19.7 751 200 tfl4 183 128 202 157 180 1(1.9 202 188 155 0.8 202 158 158 N Z 78151 28.3 182 29.1 108 238 1B2 26.1 1B6 T0.2 199 220 182 17.7 190 19.7 15B 757 192 18.7 157 192 156 165 7t.e 162 152 152 10.1 182 14.4 150 59 192 741 150 J r H J 901. 155 144 19.0 128 151 140 181 128 Z 2 Q N zz C 981. 15.2 127 151 113 N yZ TABLE 26 ANCHOR CAPACITY ADJUSTMENT FORMULA: M 133P AnchorCa ac Table(lb a ��R '•�• W >C Y Y 8absletx 2.7k Conarcls 3.Sk Cons. fbOOM CMU fikO CMU PT1Nosd 281 (�)X( )=ANCHOR CAP.,,,, V X Q vtC Eko IM S9 Eko s/te Elan 1/4'818 ElsO 510 ame 512 87ea1 812 8tatl MULLION CAP.,.,,,,.,, F Anchor CUP Patterns An79or TI'Q0: v16'Elco ladaoon yr Elan Uieaeon 3nr Hw Ulbman tn•Eloo Utlmeon AamOsla USE THIS FORMULA TO OBTAIN THE'ANCHOR Ixtaooll A99raGslar 1lcrew lo»Su•r(175) 8omw(G51 G.. O O Edea 041anea In 1• 2-1R• 1' 2-vY itre• 1• 2•tlY t• 2-Yl' Y 3•vr Y 0.48• 0.61• o.32r CAPACITY REQUIRED'CORRESPONDING TO AN O.$$$ Z •O rq Emle4mem 11.k fart 1aH• f•sr tart Y tali• f•tn• t•vr 1-1M• 1-vr 1-ur Y tare' taro• te6es ACTUAL PRESSURE REQUIREMENT FOR THE OPENING,WHEN IT IS LOWER THAN THE MULLION Sy 2Amt ma N 4.W M1..O.C.I Sundae«oresl cap(Fl9.17. 390 Ds 3900. 450 V. 69D Lbs 1844 a 270 In 2806. 3541bs 740lbs 3741651 681 I n 940 its 311 V. 4/2lbs 112 e4 4 Amh m N 1.16•MN.O.C.I S1an0arl Or 011689 Cy F4.2r 4 ma To" NIA WA WA WA 3801.s NIA NaA WA NIA wA 8B210s 8651bs 1120 as CAPACITY(FROM THE TABLE)OF THE SELECTED 1 Anckme®9'MN.O.C.A(?)215 An91e C8W/(Fq.Sk 780 b 78010s 880 as 1580 be 1898 M 540IDs 380 Nu WA 7B0 1.w 748 es 880 M 1B921ba 882 M 885 We 7120 8e MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH 2 Anekma 0.4Y MAY BE USED TO QUALIFY MN.O.0.I UCLA.Nb.125•AW..(Fig.4k WA WA WA WA WA WA WA WA NIA WA NA WA WA WA 715 Ws P�EADD ADDITIONAL ANCHOR OPTIONS FROM THE t Aacb.1 F427p(Fb.5k 195 7ba 19510s 225 b Hi lbs 822 Ms 135Ibs tb IDs 177108 3701ha In ns 332 es /7910s 170 b 221 W ANCHOR CAPACITY TABLE 2 Aaelgm 1,10-MM,0.C1 fCap(Fip.Bk 2p es 350 ee I6A WA WA WA iBO Ws WA NIA WA 7YA WA 3411bc N21bs 6801bs NOTE:FOR THE OFFSET CLIP.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUCE REVISED FIGURE 1: FIGURE 2. TABLE NOTES: DuDdlg3 gDd9wbh 16o Florida 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. No SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. r - 2)LINEAR INTERPOLATION BETWEEN MILL LENGTHS ANO/OR OPENING WIDTHS IS ALLOWABLE. .1i-d ada Pro uct Ontr01 1 FIGURE 3: 1 I I I I I f 7 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2' \��BNy LYNN 4,, FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. I ��;.•'��ENgF•<<4S i ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED L ,, CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 600.WOOD SHALL BE PRESSURE-TREATED _ No.58705 FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 80&i•TS AND BE A MINIMUM OF.125' 7•X 2•X.3T5'MULLION _ • THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND '•, / �� S - �� THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBESTEEL.18-8 S.S.OR 410 S.S. ' O • TATE10. <C/\ A. R,P.E. FL P.E.#58706 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . TABLE 3A � Mullion Capmally Table Opening Width(forvsfflm*6pwlrgn6ANm)orOpeningHelght(!orho112ort*f perrtrgWAAWt6) 9 1 9 1.1 pw 301 10b »1 I NM 1 1n 1 100 in 1 1601 1xL76x neete119u1r limommy. R a' T09111 n} VOWRIe 6 I Tleden9i4er I M*Tb* Re0IaW4r I TaW6tsia IbNwplr 1re7r0.n0. d0eotdlelr 1WDbW dbomnpw Tap»len9 �q � 1 376A1um. 1044'. Lades Loo Looft Lei Lab. L-4-9 L-ft LSM Losdro t4edly Lae61y •L4wnp ---aba •LoeMp Msasy U Lady Ladog 'V Tube ,dllo" , s m tZ 421 1740 630 1»A p6 170.0 730 17&0 4» 170.8 Me 170.0 606 170.8 9K 1710 619 1»A 11U 1700 671 170.0 19110 17'0.0 �t111110r.2 J 170.0 IIIA 18001 /70A �t 48b 1740 7M 170.0 604 170 NO 170.0 630 MA 302 170.0 670 170.8 1126 1»A Mt 161.4 1120 170.8 677 196.8 1130 170.0 616 N 1130 /bA91M 030 170.0 000 UA 1170 170.0 060 = �A 60.161 1740 747 170.8 303 170.8 6M 1»A SH 1WA 1032 170 630 148.0 1002 170.0 721 130.6 1002 170A 747 117.8 1002 170.0 730 67A SM 170 RA 1 730 74 1032 170 730 � 0: N 301 1740 7W 17U 612 161.3 IW 176 601 1362 M7 1617 730 110.4 307 1112' 770 IW.6 9W 11&0 714 90A 107 111.1 710 MA 107 110.0301 111.1 736 161.6 026 117.8 136 1343 Mt 100.8 736 1140 Me 662 736 18.2 MO M/ 736 MJ 303 NUI 736 30.1 6» 60.6 736 91.4 30.4 730 91A W4 44.1 736 /1A 674 301 IVA M/ 130.9 6» WA 666 11th 307 WA 6M WA 307 72 OM e0.t 630 W.T 630 03A 301 019 6M 7t 026 30.0 306 ».8 47.6 OM 711A 621 30.1 630 76 MI 301 106.0 6W 112.8 672 MA 6W 90.1 611 77 6W 96.0 101 30.2 307 77.1 430 60.9 307 71.8 430 30.0 6W WJ 481 44.2 630 614 W.4 607 627 474 311 6W OZ7 471 Z 117 3�e 721 81.8 610 MA 4N MA 510 73.0 434613 10 30.3 420 61A 610 07A 416 48.4 610 30.3 N3 410 010 MA 430 34.0 610 46.9 48 202 610 44.4 330 26.5 610 K3 3011 a »1 MA 430 MA 430 W.6 /M 30.7 302 49A as 30.1 330 13.4 IM 40.6 3» 36.6 430 44A 373 317 IM 4th 369 309 430 37.7 3611 2I.8 430 36.0 330 21.7 IM 30.7 330 ' a »1 U2 136 WA 361 30.6 436 60.6 3» 46A 436 10.6 330 441 476 417 330 30.7 4M *A 330 321 436 36.1 361 20.6 436 36A 344 22A 436 32.6 301 20.1 436 3Z2 30 ppp�771 301 41A 327 41.1 230 34.6 327 MA 230 230 327 314 280 20.1 327 262 274 232 327 26.7 211 2" 327 217 230 17A 327 21.0 230 14.0 327 19.3 230 r ly p 301 34A 2W 36.4 267 267 1W 29.9 230 24.6 2W 26.0 248 214 367 ZSI 20 111 207 20.9 240 17.2 217 10.3 237 f4A 287 10.9 232 y X p a i8N 242 227 21.7 206 242 227 20A 230 172 227 10.0 130 10.1 10.0 IM �3htLt H 1111 ?u 216 2Z7 IM 1210 141 191 10.9 216 tes IM Ty n 1901 t7J 130 17A 1W 30 T tV y TABLE 38 _..__ _._. _._ _..._..__ ANCHOR CAPACITYDJUBTMENTFORMULA: Q X Z yOy AttohaC o Table __ U 6ubNNa: OvAnts Me Caw. 1b9mr CMU Filed CMII PTV" m" (�)X(1M110N CJ1P.,,o,,,,a,�a ANCHOR CAP.- �J-1- 2.7k BWEM 11.86 Ebo O/W EM tlr as Eleo 010811 6120wN W281ee1 AnohorCNp Padems Alt W 31W Ebouma VP Elio UAIaa1 uu w VW Boo LM4oM SW EM U4eo4n A01� U111 A97eltetm A. Nwr IW am 07s) USE THIS FORMULA TO OBTAIN THE*ANCHOR Edge awns 1' 2.112' 1' 2.180 3-Vr 1• ata 1. 2-Mr r 3-fa r o1w o.W M32C CAPACITY REQUIRED'CORRESPONDING TO AN Embedmd Wp' I-3w 1-014' 1.3N• r 1-114' 144 I-Iw 1-IN• 1-V4' 1-UP r 14W I w Ie1Me ACTUAL PRESSURE REQUIREMENT FOR THE 2AMMw 671MkLO.C.181MN00r01QObfy.lk 310.e ]101 4301 61006 904426 2»M 3001bs 3041 740No 1741 MtM M6M NIM 4421 MOM OPENING,WHEN IT IS LOWER THAN THE MULLION 4AMMn�t.tr►Y�O.a l61sl9e1ltrObleb Cls Fia•$ 48069 781 WA WA IMA NR 310 the WA WA INA tIR WA 6801 MSM IINIA CAPACITY(FROM THE TABLE)OF THE SELECTED 1AMIne f7'M10.0.1MMAWe Qp/Fb. IMM 7101 6101 10101 IINM 6101 6101 WA 7601 7481 MOM 11006 0021 MSM 11201 MULLION.IT WILL YIELD A MINIMUM ANCHOR 2;W Q 0.48•Mh 0.a/u43y,I0b.12r Abe.O'19.4k WA WA WA N61 NR NM NR WA WA WA PN1 WA NR 31st 7161 CAPACITY WHICH MAY BE USED TO Ql1AlIFY 1 AMM I FAMp M 6k IMM IM M 2261 "SM W2 M 1361 1401 1771 3»1 1W M 3321 4731 i»06 z41 fa 2101 ADDITIONAL ANCHOR OPTIONS FROM THE 2AMMO 1.11 MIL O.c.IF 31DM 3601 NIA WA WA NN1 18006 NR -- WA -- WA MR WA 30106 4121 MOM ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. bnbw CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. 6"oMS FIGURE 1: FIGURE 2: TABLE NOTES:i)3ESHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 11111 FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. � NY LYNN 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DMENSIONS,SEE 3HEET3 21-23. 2.750' 1,10ENSF'•.,F,P [ ] F 1HOLES TO BE DRILLED N THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58705 ' ANGLE CLIP MUST BE USED N PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED - CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED376' ;'0 �+ FIGURE 4: FIGURE& FIGURE ;�-°��S •:W,- YELLOW SOUTHERN POE WITH AN 80 OF OSS.ALUMINUM SHALL BE 8063-T6 AND BEA MINIMUM OF.125 -T 'tJ S'ATE F (I/ THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK 18 GAUGE STRUCTURAL STEEL TO BE AT n P,,•' ( )' VX 275• X.375 MULLION ,f� !cLOR.. , G\\• LEAST.126'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND �SisJ THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,I"S.S.OR 410 S.S. �l i ANAL 1�� A LfFUWMILL ,P.E. FL P.E.#56705 . . .•. . . . ..• •. .. • . . .. •• . . • • . • . . . • . TABLE 4A gg 1111u8lonCa TabNM Opening WMIh(forvaticeyapanill dlon)orOpsnlnOHagMMr • •s• Cts' 5012 MY TOM MM IOM 100% • • • ii01n• 1 loin $ 1 x 2.70 x Inq Lee" 1.6061• 146dn0 Laa610 10641• IA6a1• 1461010 T LOtl00 Lo00p 11Y as1� •Loa�1• tn6�0 •LSV •.46411 Iosdln0 TLowling 117 fill a a a I I a 1 I II I if if 11 11 if11 11 1111f if [ if II tat j if if II I I z 420 170.0 070 170.0 435 1701 IN 170.0 470 trao IM 170.0 606 170.0 aM 170.0 1019 170.0 nW 1rao 62[1 110.0 1110 Irao MI Heb ti6A earl w.l (149 iTAO sy 130.10 itM 1rao �+ W Min 170.0 706 170.0 OSI 170.0 050 170.0 584 170.0 102 17.00 830 170A 1133 170.0 681 170A TM 170.0 OR 170.0 1417 USA 1.7 N 1 849 12 t 17A 1052 1417 1760 M OU26In IMA 747 17U 663 170.0 Me 170.0 031 170.0 1040 170.0 564 170A 11M 1760 727 NU 1260 ira0 747 1462 120 170.0 A6 121.0 12" 170.0 700 10{.6 120 1760 765 919 1256 170.0 756 1 541 IMO 707 110.0 012 MA 055 1766 M 170.0 1118 1760 754 1567 1130 1760 6M 1339 1130 17W 037 120A 1130 170.0 060 100.6 1130 170.0 161 0.1 1130 170.0 851 762 1130 1760 661 ~ 0010 1760 606 170.0 701 1MA 496 1023 781 12M 016 114.6 7N 100.9 615 1322 735 079 016 123.9 720 674 016 116,5 720 732 016 114A 715 029 015 110 716 649 016 114A 715 J MY 161.0 630 181.0 710 178.0 dm 136.6 601 1066 RM 1232 Mt 042 649 1122 670 649 MO 104.0 862 769 MO ORA 066 03.3 OM 049 SM 542 030 061 6M 47A 830 91.1 640 a0M 132.1 767 140.0 Me IWO 767 1166 670 767 1061 024 026 767 661 014 10.4 767 49.1 Me 06.0 767 64.2 000 66.6 757 79A 603 472 767 782 591 41.E 767 702 Mt 12M 101.7 630 2010.0 M a4A 875 OIA 810 77.7 e36 861 630 63A = 722 621 60.6 = 60A 6H 509 W 02.3 506 414 Me 572 MO 362 06 00.3 W 312 838 662 407 � Z h7l, 069 671 ODA 496 72.1 611 769 406 07.4 176 6{.f 671 660 471 40.0 671 06.6 404 492 671 611 4OR 360 671 47.0 161 MA 671 44.6 +17 279 $71 492 416 a s 513 49.4 474 667 612 70.8 Me 57.1 642 60.1 4x 80.0 642 66.7 IM 449 642 519 142 10.0 662 472 437 332 613 429 429 26.0 642 409 425 25.0 6tl 40.1 427 Q G 661 407 OLT 381 43A 400 464 355 372 401 366 340 329 407 368 113 269 407 32.1 3310 766 MOT 266 374 2L7 /00 20.1 327 IU 407 291 SSi 162 407 23.0 310 � .0 G429 356 +1.1 300 368 390 372 314 367 351 329 300 26.6 356 20.8 304 236 366 261 300 21.6 366 24.0 196 179 366 21.0 709 162 366 102 104 InX 361 249 368 756 7S1 209 769 261 219 103 77.6 217 160 249 199 2H167 717 t0A 210 161 003 169 237 S2 S2 271 267 CRE 262 231 257 136 231 10.1 7q 7D.516.4 767 U,5 221 279 220 272 200 163 220 UA 205 15.7 220 162 200 Q X = rp]� TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA: AnOhorC TobN bs a� e6ENnex Z71 C.Nds 3.Oa Oono. NoOon u Filed Chu PT bMiq (DP 1 X/ANCHOR CAP.,p,,,o`a ANCHOR CAP..,. �t 61W ms 1rY 8s 6/WSW 11C88 EM /108Yd 01128001 112 absl `MULLION CAP.,..-) � AnohorCepPaSams A"oro' 7/1aEY°Lwsoon 1a•EkoUYffiom 71WEboUY4op1 11Elo111 n +Oa6om A00e4Ybr U01oo6n AW.G.M1 8616w M 8061e 613) eamr fob) USE THIS FORMULA TO OBTAIN THE*ANCHOR Edw 016MM Mk r 2•vr 1• 2•Vr 3-Ur P aur 1• aur r 3•trr r 64r o.91• 0.321• CAPACITY REQUIRED'CORRESPONDING TO AN EYbo*NM Imo• 1mM I-w taro• r t•11r MW 140 144 LSAT• 14AP r 14W I-W 16116 ACTUAL PRESSURE REQUIREMENT FOR THE 2 «0ffWCIMF7R.1k 391)In 390M 490a MW uw06 270 Me 29011 394~ 74011 3746~ W=_ 91660 34111 4Mes owes OPENING,WHEN IT IS LOWER THAN THE MULLION 4Anchm0L16•MYao.Isl0�rdp0660CIPMn Moa mrm WA NAk wA NN 31010 NfA wA WA NM MR own one +tt0b CAPACITY(FROM THE TABLE)OF THE SELECTED 4ArAlw®r Mn.O.C.Ip)2t6A6p6Cleslft Anes Aloes 4016 15M 10 H00es 5ab 000106 NA TOM 749110 66060 16MIM 00211 1120b MULLION.IT WILL YIELD A MINIMUM ANCHOR 2.0110111• 640 M L O.C.I U ft MY.t2r mm.(fl9.4k WA WA NA WA NA NA NA WA NA Nal WA NM NA 716 es CAPACITY WHICH MAY BE USED TO QUALIFY 1 AndwI F43p fle. J. tM11 ?toes 44911 a72es 1360 14911 1770 3700 10711 N 116 47311 ROes 7210 CMM ADDITIONAL ANCHOR OPTIONS FROM THE 2 1.10 MN.O.0/F4370 CMM dM11 I" NA NA 1414 lMes WA NA WA WA NA 3410 +1211 OM11 ANCHOR CAPACITY TABLE )RWND NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. 9�1Pbtlda FIGURE 1: FIGURE 2, TABLE NOTES - DS 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 1.000' SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. h01 X01 I �71111111111j1 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: ,.• i 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2,750• I,IGEN '•., ,p • • . • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. �' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58705 IM ANGLE CLIP MUST BE USED IN PAIRS, 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED w - - CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-W.WOOD SHALT.BE PRESSURE-TREATED S Zct i ,•N�` FIGURE 4: FIGURE 5: FIGURE 8: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 80WT5 AND BE AMINIMUM OF.1217 THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE.STRUCTURAL STEEL TO BE AT 0� "••,F<OFt10 .•' \?� ® LEAST TER 125'THICK AND 138.ALL ANCHORS INTO METAL STEEL. EXTEND AT LEAST 3 SCREW THREADS BEYOND 1•X 2.76•X.850'MILLION ' .......... �. THE MATERIAL 010 8112 ANCHORS INTO WOOD MAY�STEEL,18�8 S.S.OR 410 S.S. ��'';ts/O(�q A.LYNN1R,P.E. FL P.E.058705 . .. .• oe• ... .e. . ••e .. .. . . o . e e . .e e . . ... . . . . ... TABLE 5A • o • o•o o � Mullion CO eo TabN bsIR2 • Opening VNdth(for ved-h-peniaprrMons)orOpening Height(lorhwWrAa9Y orringrINA10l9) o o 0 0 o e o • e o•• 59N BON 701n e0In %N loci. 120N N 1%N • 000 Trap/TMry. Raeleryd• 7.01hang. Raaanod• Trc www ilgala lir 11*111� R°�� {a o Raol.pulr 1tWnw0- Racl•pdr Tnp1111eng. RManpWr 71epTIrlp. wd.Wr ToWRWO. Reabpul• loedilq Londry Ladry Laedry Loring 7iI"" pYa v I".3.126"x L*ean9 Londry laWry Le ft ED"" 1.06*9 L-ft Loans Loading Lowry ladn9 Loan cn 600"AWm _ _ gPy _ _ F _ tg $ gFs �g gy g� g d TubsMNU g �. 6 >' ? �. 1) � .t3 S� �. fF HH 3 d �� •It U3 • N 42 N 170.0 820 170.0 435 170.0 744 170.0 478 170.0 8% 170.0 IN 170.0 002 170.0 SAO 170.0 1110 170.0 621 170.0 1210 170.0 521 170.01488 170.0 521 177. 735 170 62L 154 10 521 J W 46h 170.0 7% 170A 524 170.0 NO 170.0 5% 170.0992 110.0 630 170.0 1133 170.0 %1 Inn 1276 17o.0 877 170.0 1417 170.0 BBO 157.7 1577 170.9 880 13LI 1577 170.0 6% 1182 1571 170.0 680 m by co _ 11-70.0 747 170.0 563 170.0 %6 170.0 631 170.0 1040 170.0 %4 170.0 1195 170.0 723 170.0 1945 110.0 747 170.0 149! 170.0 758 141.7 44% 170.0 758 121.0 1495 170.0 758 1%.3 1"5 1700 7% W p o � 70.0 797 170.0 612 170.0 958 170.0 091 170.0 1118 170.0 754 170.0 1276 170.0 803 IS&I 1401 170.0 037 149.5 1101 11&0 950 124A 1401 170.0 %1 1%A 1401 170.0 %1 914 1401 170.0 %1 m M ~ 70.0 0% 170.0 701 170.0 1063 170.0 797 LSSA 1158 170.0 878 13&7 1158 167.0 928 123.3 1156 160.6 917 111.0 1156 140.7 010 923 11% 144.6 903 79.3 1150 144.0 903 80.4 1156 144.5 %3 F J 70.0 %0 170.0 745 169.6 10491179.o 050 137.0 1019 155.5 800 119.0 1019 141.7 910 100.0 1049 1-a e3e %.0 1019 1255 020 79.0 1019 110.3 5211 %3 1019 110.9 619 59.9 1019 118.0 619 U 88.8 953 170.0 189 139.0 955 161.9 501 110.1 955 1317 7% 1042 165 121.4 776 92A 955 112.0 785 83.4 OSS 100.4 767 80.5 98 %A 749 %.8 956 1&7 740 62.1 956 %.7 JIS Wd ,3• 28.0 603 131.9 597 107.0 8% 114.0 862 9IA e% 101.1 670 80.3 8% 01.2 %9 71.4 e% 93.9 640 6L2 9% 760 642 515 803 722 632 45.9 803 69A 626 40.1 903 69.7 027 Z 02092 721 114.1 620 01.0 721 07.0 610 1&0 721 %.1 8% 68.3 721 76A 5% 60.7 721 70.1 586 %.6 721 %A 679 46b 721 69A 569 30.0 721 50.5 S% 94.1 721 S&1 58301.0 ON 105.4 599 84.2 6% 89A 5B7 722 ON 7&4 578 83.1 8% 70.4 687 S&1 O8/ 64A 658 50.5 B% 59.0 531 42.1 6i. 54.1 541 30.1 884 61.3 638 31A S% 50A 534%.4 614 07.0 158 54.6 514 67.3 449 47.0 644 50.0 440 41.1 514 44.6 433 36.5 514 40.6 427 329 514 37.3 421 27.4 514 33.0 412 21.6 514 30.4 406 20.6 614 20.0 403Z54.2 452 55.7 401 452 452 47A 3% 38.7 152 40.9 390 33.9 452 38A 3% 30.1 452 32.0 378 27.1 452 30.3 373 22A 452 25A 305 19.4 452 242 359 18A 452 22.6 356 XU) 38.1 367 98A 9Y! 31.7 357 327 317 272 957 29A 312 216 337 252 3% 21.1 357 22.7 303 10.0 367 20.8 2% 16.9 357 16.0 2% 13.8 357 10.2 287 ItO 357 15.0283 W _ 52 2311 338 318 3% 20.2 33e 30.1 801 2&0 398 1&1 2B8 21.9 338 23.1 212 t0A 338 20A 298 17.5 338 19.0 284 14A 730 18.5 ne 12-5:p- 111 14A 273 11A 978 13A !n (n 1201n 27.7 289 282 289 23.1 280 217 259 10.8 M 20.5 258 17.3 = 1&1 252 10.4 2e0 16.3 240 13.0 299 1{.9 246 11A 200 123 240 9.9 11.4 236 e.l 28A 10.4 232 U X � O O TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: AnchorCapecity Table Obs) /(ANGiORCAP.,,",,,,,, tt Su6alwle 2.ik Concaie &rAcom. Hdoe CMU FFMCMU PT Wood Mdd (0P)X`MULLI014 CAPANCHQR CAP.a, d0 g Eko W'9S Eta l41r Ek0 Vr 33 Elco /110 Sled 012SIed 012 Steel AnchorCllp POlbme Anchor W 311r Elto lBlyda+ f14'Eta Ubacon Sl 9'16'Fh0U11am yr ExoUlMan U9raron AgpreGda Ulacan AggreOda senea(c5)Saar Serer(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge Distance pa) r 2-VT 1• 2-Vz 3.1/r r 244 r 2-1/2• r star z 0AB" 0.5r o.32r CAPACITY REQUIRED'CORRESPONDING TO AN Enwe0nenl n 1314• tyr ty4• 1yr r 1-V4• t-9r 1411• t-i.1• avr 1-vr r 139• lye• vks ACTUAL PRESSURE REQUIREMENT FOR 744E 2AMlars 04.75•Min O.C./MOW a Onet COP @40 t? sow 32D RG 45063 000 as 1541IDs 270hs 20363 3%63 7401Ea 37463 66163 016 i.6 3410n 442- 560- OPENING,WHEN IT IS LOWER THAN THE MULLION 4Amhas01.15•Mho.c.Isandam(orMal)cup("021 4831s 70D W. WA IVA Hal NIA Seo- H/A NIA N/A IVA r6A %263 a%63 tt29w CAPACITY(FROM THE TABLE)OF THE SELECTED 4Ancign 09•MN.0.0../(2)0:6 Angle cpsl6r93j 7eO Ns 7%Es MMS 1560 nc INS ns 840us 50316 N/A 760 its 748 os 0%030 1592 as 6ez1Ds e%19s t12010s MULLION.IT WILL YIELD A MINIMUM ANCHOR IS'MIn O.C./U N1o.12Y Num. 4. IUA ItN NIA ILIA RIA xrA HFA r+/A NIA Huy IUA IUA tuA IUA tO73 N CAPACITY WHICH MAY BE USED TO QUALIFY SAnclnn 00. 770 7 IAM Mr/F1:9p 17p.67 t%63 19516 22563 1/590 B?2w 1659» 14016 0363 370 IDs 19763 33zw naw 17963 zrw 28063 ADDITIONAL ANCHOR OPTIONS FROM THE 2 AnC"01.15'IJVL-F 24063 350- LVA WA t1lA nu 1%63 NIA IUA IUA IUA IVA 34163 44263 9.004 ANCHOR CAPACITY TABLE. PRODUCT REVISED NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. o �die PlaidsM I-1.00('-1 NO FIGURE 1: FIGURE 2: TABLE NOTES: Dau /4u/J.4p 1)SEE SHEET t FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. will a Product Control- t11111111/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3125, �� CNV Mj FIGURE 3 I3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. ��e��.•'1,10ENgE'<<F.p Fe- • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. No.56705 -`¢ = I ANGLE CLIP MUST BE USED IN PAIRS. 4 SUBSTRATES:CONCRETE SHALL CONFORM TO AG 301 SPECWICATIONS.HOLLOW AND GROUT-FILLED Dr CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED •, FIGURE 4: FIGURE 5: FIGURE @ YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 8083-75 AND BEA MINIMUM OF.125 �� 10ATIEF7�tQ THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK 18 GAUGE).STRUCTURAL STEEL TO BEAT 1'X(V VF X L MULLION ( ) 1 VF MULLION) CO.....•'Gx LEAST.125 THICK AND A36.ALL ANCHORS U4T0 METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (• � �S ••"' 0 THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. ��rri �NA)-E N' A LYP.E. FL P.E.#58705 . . ... . . . ... .. .. . . . .. .. . TABLE 6A ••• • � Mullion Capacity Table(IbUR=) • •• •• • Opening Width(forver9ca*sPanningmAorls)OFOpeningHeight(for tadzorllay-eparWngmullions) • • • • • • • • •• C! • Som 601. 70 In 801. 901. took WO in join • 4 • 1001. • • • Reognper I T(WRdwo. Rocterwier I TMON.M RedwgAw Trwm w. Rs"WAW ToWrd-W RwtuW r TrWM-W ft"WJer Tr.W11kn• ReoWoft 7mm.0 11.w9•er TmWTh Tr • p a 1x4x.126 L-Aft 1.0"m Lead" Loa•rq L."m Lo.an9 Lading U"m I.o." 1.9"m Lawn9 too" t.-ft IAmIrm IA.dn9 LwMp L--dm 1,001"9 Alum.Tuba ^ d^ d^ ., • 0^ 0^ a if fi to to Mullion d d d d d d d d d d di d d d • e d d • N ll I.,I I I I 1 1:113 421. 170.0 620 170.0 436 170.0 744 170.0 478 170.0 688 17.00 508 170.0 992 170.0 519 170.0 1118 170.0 621 170A 1240 170.0 621 170A 1486 110.0 621 1 t 1 12Tj 1r9 j7 620 J 461. 170.0 708 170.0 624 170.0 850 170.0 664 170.0 092 170.0 4M 170.0 1133 170.0 081 170.0 1275 17MO 677 1503 1303 170.0 880 130.3 1303 170.0 480 111.7 1303 170.0 680 $7.7 t303 17.00 on of $0.0251. 170.0747 170.0 553 170.0 896 170.0 631 170.0 1046 170.0 064 170.0 1195 170.0 723 156.1 1236 110.0 747 140.5 1235 170.0 758 117.1 12]5 170.0 756 100.4 1235 170.0 756 $7.4 1235 170.0 756 W '0 O 81 In 170.0 797 170.0 612 170.0 958 170.0 491 170.0 1118 170.0 754 158.4 1158 170.0 800 1372 1158 170.0 037 123.5 1158 170.0 858 1029 1158 170.0 001 86.2 1166 170.0 $01 77.2 1160 170.0 661 ED O H 401. 170.0805 170.0 701 156.7 1042 170.0 797 142.0 1042 161.1 632 12LI 1042 140.7 015 111.2 1042 130.8 801 100.0 1042 130.2 Tel 635. 1042 125.1 782 71.6 1042 125.1 702 62.5 1042 125.1 782 1 631. 170.0 930 170.0 745 1512 992 IS&$ all 120A 902 144A 709 113A 082 131.0 782 IOOA 902 121.4 748 00.7 012 11M 768 755. 992 108.4 745 64.8 992 108.0 7M 50.7 902 100.0 744 001. 105A 947 170.0 789 137.8 047 140.0 748 110.1 047 130.3 788 IMA 047 117.T 732 91.9 W 100.7 738 aLT 947 1022 727 45.9 947 95.1 713 69.1 947 94.0 771 $1.7 947 94.0 711 Z e 721. i35.9 $49 142.7 737 1132 60 121.6 722 97.0 $49 108.9 708 $4.0 W 96A 698 76.5 $49 6L7 688 $7.0 1149 e2.7 GM 66.8 84 76.3 669 45.6 049 72.6 832 42A 849 72A 651 LU = LU 11in 6 762 09.7 086 96.3 762 tad 652 824 702 W.0 810 72.2 782 80.9 629 64.2 762 742 020 57.8 762 692 813 40.1 782 62.8 602 41.3 782 59.9 597 30.1 782 60A 505 rq Z 9 724 111A 634 89.0 734 96.6 621 7&3 724 625. W9 06.8 724 74.4 690 69A 724 86.7 691 63.4 724 43A 583 44A 724 57.3 573 38.2 724 54.3 6817 33A 724 533 585 J r J 901. 643 712 483 58.0 613 60.7 471 45.7 643 62.9 446 43.8 513 47.1 468 30.0 643 425. 452 34.8 643 395. 448 28.0 643 31.9 430 24.8 6N 52.1 430 21.7 643 30.7 428 = Q 2 Z go 4M 585. 427 47.0 4M 49.7 {19 40.9 4M 432 412 SSB IM 36.5 406 SIA 4M 34.D 400 26.7 4M 320 396 23.9 {78 2a.i 366 20.8 478 2b.6 340 I7A IM 242 SM N N pp 377 41.1 341 SSS 377 34A 335 26.8 377 30.0 330 25.2 377 26.8 325 225. 177 24.0 321 25.1 377 22.0 317 16.8 377 19.0 310 14A 377 17.1 301 357 375. 323 30.9 357 31.6 31S 26.5 367 27.6 311 LU X 212 357 245. 300 205. SST 22.0 SOS 10.3 367 20.1 301 16.{ 357 175. 29{ Q_' � 308 20.D 2M 26.5 306 26.1 274 21.0306 21.7 210 19.3 30.6 02 247 1aa 3O6 v3 253 XIv,OO 0 212 172 196 a (p 0 TABLE 6B ANCHOR CAPACITY ADJUSTMENT FORMULA:rCa acit TabN bs las OOnerda 0.50can Ho3oCMU Fned CA4U pr wood Mew (pp )X/ANCHOR CAP.,,,,,,Z.aANCHOR CAP.,„ LIC Ebo 1/4'89 Eko 5114'EioO 1/4.88 Eko 910 8tal 912 Sled 812 SIM `MULLION CAP.„„„„„ _ Anchor Cop Patterns Anc1Ar type: LIC Eko U6xm iN•Ebo UBlanm X1C Eko UBmeo. 1N'Eke 180ewr1 Ulbaeon Aggalldu 141reeon A9p�e(1.fa 8mer 635)Suer(G5) Suer(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge 01slow.OnY r r2-1rr r 2-lir 3-1/8• r 2-Vr r 2-1w r 3.IAr 2• 0.4• 0.64• 0.321' CAPACITY REQUIRED'CORRESPONDING TO AN Embedmed Onj: 10.14• 1.3/4• IaN• r 1410 mw 1.114• 1•t/P 1.114' 1-1N• r "r tare' wdn ACTUAL PRESSURE REQUIREMENT FOR THE 2ArWm @ 4.75 Lin.O.G I aWWxdorOmdC9p(Ft 1623 390 w450 w 490 w 1644a. 2M w 280 w 354 w 740 w 374 w 6641b. s4 w 341 a 42111, Seo w OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Ano1a.@ 2.25 MOL aO I Owtl•d(or09.s0 Cep ff10.Sk 100 w 580 w umIbe 052 w w5. 680 w w5. 1130 w w5. 11e0 w w5. 11112 w 485 w +120 w CAPACITY(FROM THE TABLE)OF THE SELECTED 8 Anolar.@ 1.15 Mh QC ISUrMvd(orObenCtp(FIg. t 960 w WA WA WA WA 766 As WA WA WA WA WA 1363 as 1710bs 2240 w MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 A.drle @ r&ft O.C./(2)h3 M&Cop.I(FW 5k 100 Ms $ebbs 1580lbs 1491116, 6401- 50010. WA 7801- 741- 8809» 16921- 682 w 085 w 1120 w CAPACITY WHICH MAY BE USED TO QUALIFY 6 AwtA Q r WA O.C./(2)0.S Ange 0.p,I(Fla.e): i1M w10201- 23101- 211/41- Blow 64110. w5. "4010$ I Ii2W 13201- 26.181- 10221- 13271- f8e0 w ADDITIONAL ANCHOR OPTIONS FROM THE 4 Anchac@0.4•Mm.o.0.lualp,1.1o.i25 Abm.(F19.7): WA WA w5. WA w5. w5. WA WA w5. w5. WA w5. WA +4301- ANCHOR CAPACITY TABLE. PRODUCTRBVISED 2.0"01•.@ 2.25 Mk.O.CI FCAp*W le): 3501- 3:5.In 2901- IOS In 478 w I WA SBOw WA 3161- WA 440 lb. WA 3111- 41210. 5801- 4 Ano1a. +.15 M1..O.Cl FCYp .87 480 w 700 b. I WA I WA WA I WA 380 w WA WA WA WA No •Dmf NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 1.001rr Date By TABLE NOTES: diem aProductcontrol FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTK)NS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE 1111 I I 1 I/III • • • • • • • • • • • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ��`�Ot�..........LT NN M/e//,,r�i' • • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. '\ P�1�,•''�,1GENSF•'• Q . • • • • F. • 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23.HOLES 4.000' No.56705 ' TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW FIGURE 5: FIGURE 8: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. - LCL C • • • • 1 ,ZZ FJ iU 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI SPECIFICATIONS.HOLLOW AND GROUT-FILLED 1.07E fir/ • • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED YELLOW �� •.• L0R1Op•.,•' SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.126'THICK.STEEL ' FS ......... G STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK ",S/ONAI- ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. AND A3&ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL N10& 1'X 4•X.125' A,L"U MILI�R`P.E. #12 ANCHORS INTO WOOD MAY BE STEEL 18.8 S.S.OR 410 S.S. MULLION FL P. 58705 . . ... . . . ... .. .. . . . .. .. . TABLE 7A • •• • Mullion Capacity Table Ibs •• tt;; � Opening Wldth(brverticalyepeMrpmullions)orOpening Height(torhoA ntetly-apannignkllons) • • • • • • • • • •• W� SON SON 70N DON DON h 120 In 240M , 1810 In • • 51 1 x 8 x.576 Recl•nOL6v 'RWrd.ro• RedWWUW TFWTdere. RectwWAN T,,M-• Reot.red• T W T"V. Redww" Tr•PITd•ro. ReoUroWu TrWrft O. Red.rodr j 1•aNv Topmk0w, Laean9 Rlaare • �Y a U w.aro I.eeanp Wane 11-0.171 Loft 1700.171 Lo.anp la•dkp lBedNe tws 9 l o.are 10.0.171 11710.171 twaec Lo.dklp L••an0 0 Alum.Tube 6! 11 ih I 04 g o F�-7 421. IMO 620 170.0 130 170.0 744 +700 478 170.6 941 170.0 606 170.0 993 170.0 6+9 170.9 11116 Ira0 671 170.0 1240 17&0 521 170.0 1494 170.0 621 0 1 !PA Gp 17101110 WO fiat• W 481. +70.0 700 170A 624 170.0 860 170.0 5M 170.0 M INA 030 170.0 1133 170.0 WI 170.0 1275 170.0 877 170.0 1417 170.0 850 170.0 1700 IMA O30 1702 1953 170.0 O30 161.8 2021 170.0 880 50W5 In. 170.0 747 170.0 683 170.0 946 170.0 631 170.0 1048 170.0 894 170.0 1105 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1703 170.0 750 166.0 tett) 170.0 760 130.6 tate 170.0 768 W C O 541. 170.0 707 170.0 612 170.0 956 170.0 091 170.0 1118 170.0 794 170.0 1276 170.0 003 170.0 1434 170.0 037 170.0 1694 170.0 656 169.0 1709 170.0 081 IVA 1799 170.0 $61 120.0 1799 170.0 081 m O 1-- 60 - 60N 170.0 885 170.0 701 IMA IOU 170.0 797 IMM 1210 170.0 878 170.0 1417 170.0 a94 170.0 1504 194.0 998 155.6 1619 17&0 1033 120.6 Taal 170.0 1067 111.0 1619 170.0 1053 97.2 1619 170.0 1063 f=.. r0 -.1.1 63 N 110.0 994 170.0 745 170.0 1118 170.0 050 170.0 1302 170.0 940 170.0 1494 170.0 1015 106.7 1642 170.0 1076 141.0 1642 170.0 1122 117.5 1642 16&6 1168 100.7 1542 167.1 1167 845 1642 187.9 1167 661n 170.0 674 170.0 789 170.0 1169 110.0 $03 170.0 1364 170A 1002 180.5 1472 170.0 1086 142.8 1472 180.8 1148 120.5 1472 108.0 1130 10Lt 1472 147.0 1106 91.5 1472 146.0 1194 00.3 1472 146.0 1194 m 72 In t70.0 1063 170.0 870 110.0 1270 170.0 10DO 160.8 1320 1862 1101 1320 1320 149.9 1002 117.3 1320 137A 1066 193A 1320 12&8 1049 840 1320 117.0 1024 75A 1394 112.6 1013 840 1320 112.5 1012 ? �; W 76 In 170.0 1122 170.0 937 149A 1194 INA 1013 12&2 1184 139.9 994 112.2 t154 125.7 678 91.7 1184 115.3 964 69.8 1184 107.5 952 14.8 1184 WA 930 64.1 1*4 93.1 927 5&1 1164 023 923 Q J e- 2 701. 18&1 1124 170.0 987 138A 1124 147.0 965 110.6 1124 12&8 947 103A t124 115,6 931 920. 1124 105.8 fib 83.0 1124 946 994 94.2 1124 690. 830 69.3 1124 94.3 88 51.9 1124 83.2 678 e- .- 90N 100.1 MI 111.6 750 10.1 611 94.3 750 712 564 021 724 870. 644 73.3 712 60.1 944 66.6 767 64.0 814 61.4 893 45.0 944 94.2 WD 34.8 814 60.0 868 3&D 014 17.7 682 7 Q W ►- 10 ZM 981n 94.1 742 910. 663 74.2 742 77.2 652 S&S 742 67.2 941 55.7 742 59.6 631 49.5 742 94.1 6r2 44.5 742 49.9 814 37.1 742 43.6 630 31.8 742 391 690 27.8 742 370. 644 N h p 108N 67.6 680 930. 630 67.1 600 63.8 521 44.7 580 4&8 567 39.1 606 ItA 605 34.6 688 371 496 31.3 680 34.2 492 28.1 518 20..8 461 22.3 946 20.6 172 19.6 608 24.7 186 (n M 101,1 1 h 670. 550 66.6 603 48.0 653 :49:.54495 412 656 429 467 36.0 556 78.0 LM S2A BSS 34.2 /7S 2&8 555 31.3 187 240. 566 27.1 457 200. 655 24.3 446 16.0 545 22.1 442 N 120h 15.8 170 16.1 433 50.0 476 30.0 428 320. 476 33.7 120 240. 494 291 414 25.3 476 26.8 409 228 175 24.6 401 190. 494 21.1 306 100. IM 18.7 347 IAS 175 172 301 V Q 164N 280. 330 26.7 505 220 330 22.4 301 feA 330 10.3 2W 160. 350 17.0 293 d..- Z N TABLE 78 ANCHOR CAPACITY ADJUSTMENT FORMULA: SWstrHe: 2.7kO.rorae ADe9 Capacity Table Ha6owcMU Few Cut) PT Wood McUI (DP,)X(ANCFIORCAP.,,,•,.,\=ANCHORCAP.- 5118'Elco 1/{'88 Ebo 511WEI- V4'88 Eloo 610 01ed 012 SMI 812 SMeI l`MULLION Anchor Cap Patterns Andar Type: 3I1C FA;o uUnwn IW ON Uerewn 3118•Elco lllbeeon 1N'Elco llbacen Ulteoon AWaGda 1 ft a AO9wGeter Seine(05)So (O5) eaew(Gs) USE THIS FORMULA TO OBTAIN THE' Edge oisdwepn7 IF 244 r 24 3118• 1• 2-lir r 2•Irr r 3.118' r 0.46• 00.4• 0.324• CAPACITY REQUIREO"CORRESPONDWGTOAN Enbe•n•8 14W 1-3W lair I-3W r 1-14• 1-1r 1494' faa• 1410.• 1414• 2' lair +aro' ade. ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchm 0 4.75'MN.O.G/Swaderd 0.r 06.1 cap ft.1623 39090. 390 roe 450 b. 800 bs 1644 roe 270 bs 280 bs 354 ba 740 be 374 inn 854 les 918163 341 bs N2 b. 580 V. OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anehae A 2.25.Lt..O.O/Slyder4(.O W Clip".3y 700 me 700.3 sea P. 14101be ase fix WA 5601b. WA Lw ne WA 690 w0. WA 692 M. 9461176 1120 914 CAPACITY(FROM THE TABLE)OF THE SELECTED S Anah=0 1.15•MIR.O.G 1 sww rd(w0bW C5p 691.q 970 V. 1400 r. WA WA WA WA Morn WA WA WA WA WA 1303 IM 1770 an 2240 b. MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Anohor.@ r tart O.C./(2)2-5 Angle Caps/(Fq,s7 794 W0. 7801" 680 be 15W" 1894 b. 5401. No Ib. WA 700 bs 748 we 6801ba 18921. 602 8. Des Ib. 1120 bs CAPACITY WHICH MAY BE USED TO QUALIFY 6ANN"6 r Mn.O.C.1(212-5 An9N CBp.1 OTO.ek 1170 b. 11701b. 1020 be 2340 bs 2844 b. 810 bs $401b. WA 1140lb$ 1122 b 1330 bs 2938 fm 1022 bs 1327 bs 1094 b. ADDITIONAL ANCHOR OPTIONS FROM THE IM 4 Anchm 0 OAS'MN.O.C.I UCBA Nb.125•Alum.(Fig.73 WA WA WA WA WA WA NIA WA WA WA WA WA WA NM 11:10 b. ANCHOR CAPACITY TABLE. RO)�)CI'NB b*A 2Anch=g22TMNO.0/F121pffq.bk 350 b. 35011. 290 be 705 b. 476 be WA 280 b. WA 315bs WA 410163 WA 341 to 442 bs 560 as �1WU1�Flo? 4 Arohae 0 1.fY Mas O.CI F-00p(Fq.47 4906s 700 bs WA 194 NIA WA 330 r. NIA WA WA WA WA 062 be 865 bs 1120 bs u6dl98Cbde NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. -� +.0152' r-- --'{ 1-000• �"'- •� TABLE NOTES: Ata' ade Prodacl Cumtrol FIGURE 1: FIGURE 2: FIGURE 3. FIGURE 4: FIGURE 8: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 11111 1111))/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE P�'��`,,GENS •/(�F/moi • • • • • • • • • • SHEETS2N AND MULLION23.HOLESOB DRILLED IN THE FIPS SHOWN ARE r1EL0 FOLLOWING DIMENSIONAL RESTRT TO SCALE.FOR EXACT ICTIONS SHOWN 4.000• 4• No.58%05 ' SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. FIGURE& FIGURE 6: FIGURE 7: - •' t1TAI 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 30+SPECIFICATIONS.HOLLOW ANDIEF GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE :Q'; ((% PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SWILL BE ��'•.F<ORIOP.•''G\? 6063.75 AND BE A MINIMUM OF.125'THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045• .375' ai,�' THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.126'THICK AND A36.ALL ANCHORS 'T i, 'SS10NAL 1� ANGLE CLIP(FIGURES 588)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10 8 672 T X 4'X.375• I 1'X 4•X.375' Il ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. •T'•MULLION MULLION A.LYNN MrLLI�R11,P.E. FL P.E.#58705 . . • .. • .•• ••• .. .. . . .. .. . TABLE 93. • ••• �i��ni Mulllon Capacity Table(IbelR1) A, •• • • dS Opening Wldth(forverka91+pe7Nnp a'MYolw)or Opening Height(for ladzoNaN-spamM6 nvAons) • • • • • • • ••. u • eta MM BON 7062 MM 9062 162 In 1 120 in / M 1 M • • • fbaen94r TnpTAen9. Rwle"r Tnprrd w. Reebn9Mr TnprAw,p. IboMp4er TnpITAMB Renm9eMr Tnp7Yn0. fleeWpeMr 71eN81e110. Reennpler Tgp/rAeap. 1 6tepRAen6 I�iN19d� �1plfAenp. •• • 1.26x/26 L-'Iv Lead" Lee61p Uedo9 L"ft L.&M Loadeg Leoft I..," Leaft teeft L"ft Laednq L."" Loedn9 Loeeeq Leedep Lowing. lid Akun'Tuba In Mwillon 1 11 It B � - Z �L 42M JIOAI 820 117&0 435 1740 111 1170.0 478 170.0 888 1110.0 SO 170.0 9921740 519 170.0 1118 170.0 621 153.3 1116 170.0 621 127.7 1118 170.0 521 1046 1116 70.O 6% 6 111 21 0 •• M N 170.0 706 170.0 524 1740 860 1740 6M 167.6 978 170.0 830 114 97 7 8 170.0 861 130.4 978 110.0 art 117.3 978 170.0 880 97A 976 1740 610 83.6 T?F I?Off 680 TAS 978 110.0 660 60.625 M 170.0[.71 170.0 563 170.0 Me 170.0 631 160.1 027 170.0 662 131.9 627 1646 708 117.2 927 162.1 629 105.6 921 1662 626 87.9 927 150.3 all 75.4 921 156.3 aM 86.9 927 168.3 826 141, 116.0 170.0 812 151.6 On 170.0 Mi 132A 662 1 3.0 623 1149 662 141.6 662 103.0 862 434.0 662 92.7 862 IM.B 654 77.3 629 1248 652 62.2 00 126A 852 3-7.9 BM 1246 622 'g M M 113.2 162.8 634 11.01 746 1323 620 02.3 746 117.4 BOB 62.5 746 107.0 629 79A 746 101.0 622 71.8 718 MA Set 62.7 746 93.3 041 51.2 716 62.3 662 44.8 746 93.3 623 m M 0 p MM 123.7 132.0 670 103.1 011 1132 662 SBA 677 162.{ 666 71.3 071 91.4 50 647 877 05.2 662 61.9 677 $IA SM 613. 877 77.0 alp N.2 677 747 529 30.7 877 76.7 520 H O J ]Tg9 MN 107.8 114.1 530 62.7 617 07.6 610 76.9 617 62.3 562 67.3 8IT 78.3 600 62.6 617 72.6 462 53.8 617 62.7 462 44A 617 64A 489 38.4 817 W.7 462 33.0 817 63.7 402 ? CL dd 7 RM 62.9 616 67.1 46e 69.1 618 74.2 440 62.2 SIG 65.2 432 61A 610 62.6 426 M.I 616 62.2 419 41A 616 62.7 IH 34A a16 463. 462 "A 518 45.0 405 26.9 616 46.0 406 Z _j ' 7662 70.5 485 73.7 106 647 445 62.8 398 50.3 165 62.9 380 11.1 462 19.1 381 39.2 162 45.3 378 3S2 625 422 37{ 20.{ 466 343 367 26.2 IM 30.6 362 22.0 626 362 383 j W 181. 62.2 UI 60.0 397 64.3 Mf 67.7 379 483. 441 546 372 40.6 Mt 45.1 362 38.2 441 41.8 362 323. HI 383 362 27.2 441 31.9 349 23.3 441 33.1 340 241 621 32.7 346 J � �Z M N 42.4 332 43.8 265 35A 332 37.0 262 30.3 332 32.3 281 28.6 332 28.6 262 23.8 332 28.1 218 212 332 24.1 272 17.7 332 212 268 18.2 332 10.8 262 132 332 147 200 F O �- MM 62.0 291 349 2M Y41 2B1 30.3 262 263. 291 76A 622 21.9 Mg 144 201 21.3 211 173. 262 19.8 211 116 391 17.1 238 12.5 201 ISA 762 M 21.11 230 Yb.1 262 20.5 230 21.1 205 173. 230 143 201 I44 Z 5 1111, 22.0 218 23.1 197 149 21B 10.4 762 16.2 218 144 191 14.1 N N y O 10 1Mb n3. 187 142 tro 14.9 tel is's 167 X anh Y 8$Y to U H Q p 0 g ZmO 3-O TABLE 9B ANCHOR CAPACITY ADJUSTMENT FORMULA: 0'ma. Anchor CapacityTable(lbs ANCHORCAP.,,�„•ee s1wwM: 2.7k Cometle 3Ak Cerro. Nohow CMU FNM C81U PT 1Noo0 Me1N (DP_)X( )=ANCHOR CAP.- ..a Eko 1/P 83 Ekq 9/C Eko VY 38 Eke N/0 31eei Rig 8ke1 /12 54ed MULLION CAP.,p,„,,, Anchor CNpPari9ma AnehorType 918'EIeoUOnpon 114'EboUlkeoon 3/18'EkoU641ean 1/4•EkoNraeon Ulreeon AppnGala Ubacon Affees er senwv(06)ll 16 (G5) 8-(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge DkIs-Ont 1• 2-Irr 1• 2-112' 3-716• t• 2-UV 1' 2-12• r 3-W r 0.48• 9.62• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN EnbMned(Mt 1.3W 1.3V4' 744' 134• T 1.114' 1-114' 1.114 1-1N• 141C 7-114• 2• 1x16• 1316• wAM ACTUAL PRESSURE REQUIREMENT FOR THE 2 Ano11on 04.75•MM.O.C.I SMMud or OaM alp(Fig.tt 3621. 3006» 41.1. ago 626 15441. 2701. 2M 1. 354 lbs 740 It. 3741. 6541St 9461. 341 be 442 be 5621. OPENING.WHEN IT IS LOWER THAN THE MULLION 4 Anohm!LIr Mkl O.C.I SnedW Wrabel)Cep(Fig.2k 462 be Mae WA WA NIA WA 3621. MR NM 1.A WA WA 062 be 8651. f 1201. CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anctlors 0 3•MM.O.C.1(2)266 AOde C"I(Fla.3k 7M be Teo 1. eeo 1.s 15M 1. toe roe 6201. 5w roe WA 7626■ 74616. am V. 18021. 0621. BOB b6 11201. MULLION.IT WILL YIELD A MINIMUM ANCHOR 3 AMhaa 00.64•MN.O.C.I tl 6CW MM.100•Akan.iFlp.3-k WA WA WA WA NIA 1.A 1.A 1.n 1.A WA WA WA WA NIA 95066 6 CAPACITY WHICH MAY BE USED TO QUALIFY 1 Awl..f47p(119-3-t 195 be 195 be 225 an 4151. 622 6r 11.1. 140 be 1771. aro 1. ILT IN 3321. 4731be no 1.s ZZi 162 2621. ADDITIONAL ANCHOR OPTIONS FROM THE 2 ARMWA®1.IY MN.O.CJ F421p(FP.ek 2101. 350185 WA N/A NM WA 162 b3- WA NIA WA WA WA Mt IN 412 be 5621. ANCHOR CAPACITY TABLE Z REVISED o �IL9AIo1Ma FIGURE I: FIGURE 2: -1.250' � 4"' .01 TABLE NOTES: _ • • • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION e1N 1'/oduel Clnllrol ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. \11111/7 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. y LYNN Jig FIGURE 3: 3.250' �� ON\GENS M/(�F ANGLE 3)MULLION AND MULLION CL.Ie3 SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE QS',• �- E •.'P 8E USED C IP T SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS �.; SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 140.58105 IN PAIRS 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND 1�, GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BEI (U 6063-T5 AND BE A MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND O'n,C. F<OR\O4`.•' •\�� .w THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125"THICK AND A38.ALL 126'X 3.25'X.100' �'�-Si5'/ ..• Er�� ` ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. MULLION �1T j ONA� �� • #10&#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. A.LYNN MILL@}t,P.E. FL P.E.#58705 • ... ••• .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... TABLE 10A Mullion Capacity Tanta FIISM • • RJR 61 R Opsllkg YOdth(brvedic60yspenift mdbm)orOpening Height(brtmlvA01a"palaft me11ms) • • • • • • • • • 00 #4' 601. Nin 706 SO in 766 1006 120 in • • 1408 • ISO* 0 Y( 1.26x]36 Raal'Aw" '.'in' Rndmgalar Tnpn&% R-"rAa TnyrOnp. Mclaaldar T•p7dW. Rawnphr TrnO/rrianp. Rutngubr Tnwdeny. RaaaneuW T•p06•r0 Ft1a00uW L�f^W ROctMtYar iayRlwq.• Loafing LoMi• Wfne Leading Wake Landing Loafag Law*" I-&" Leediig Loafing L-0`0 Innding Leaf05g Land6g Lending Loading Laad6g Y 3 x.8210 LL Aknn.Tube ,e• '.. £ a".. & �' �'.. �' '_ s c_ ,. �' �',. £ '� '_ ,. �' �'.. #',. •§'.. �' �,. €,. s s,. In MuWon art s a � � 'r =� a ��. gm 's $a x $�. a �€. € e . I: $ e� � �� e S € a �� ' a s m u '11 u u u < u € u • u• u a i a €s ij '11 ' �g• 50. 3 e s0. € s0. ee s a - 1 co) r ate fa 3� Ea �3a �a 3 fa i8 fd fe S8 fa fd fg �e �a 3� �d �3 e 0 1- 4210 170.0 620 1176.01 4% 170.0 744 170.0 470 IMA Iia 170-01 606 170.1 992 INA 619 110.0 Iiia 170.0 521 170.0 1240 1100 621 1170.0 Alt 170.0 I 621 firo.f 1115 170.0 621 14.0 190 176.0 1111 1W 406 170.0 740 t7O.Oj 624 170.0 ISO 174A 640 170.0 402 170.0 630 IMA 1133 1170.0 661 110.0 1276 170.01 671 VOA 1411 170.61 680 1170.0 1700 170.0 400 I 109./ 1979 178.0 ail 148.5 1979 170.0 aro 606266 17111 747 170.0 663 170.0 40fi IMA 631 170.0 1616 170.0 684 176.0 149S IINOA nW3 170.0 INS 170.0 747 110.6 US$ 170.11 766 170.0 1793 1700 Thi 152.6 fall 170.0 768 133.6 1177 170.0 766 r2 V) SIM 1100 797 110.0 612 110.0 9S6 170.0 691 170.0 1116 VOA 764 1700 12M 170.0 803 170.0 14]4 170.0 837 170.0 1591 176.0 no 166.4 1769 170.0 861 134.1 1769 170.0 061 117.3 1769 170.0 061 111 p 04 m 606 170.0 US 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 816 17011 1417 110.0 Su 161.1 1511 170.0 996 H5.0 1511 170.0 70]9 120.1 1611 170.0 1063 103.8 1511 IMA 1063 90.6 1511 170.0 1061 m J 634" 170.6 930 170.0 745 Into 1116 176.0 060 170.0 1302 170.0 940 1606 13M 170.0 1016 139.2 1310 17010 1076 126.3 1770 164.0 1012 104A 1]70 156.9 IOM 09.6 1370 155.3 1070 70.3 IM 165.3 1010 2 W j 170.0 974 170.8 789 176.0 1169 170.0 903 156A 1240 170.0 1002 1363 1240 INA 1013 121.1 INS 147.1 1000 1011.9 1248 1391 SIS BOA 1248 130.4 970 77.8 INS 129.6 916 68.1 1244 129.0 976 o- 661. � - Z J 706 167.8 1049 170.0 ITS 139.9 1049 160.2 092 119.9 1019 1]2.1 476 101.9 1049 119.1 460 972 1019 109.7 440 93.9 1049 1027 ON 6910 1049 91.3 026 69.9 1019 912 $20 62A 1049 91.1 120 0 766 112.7 !/1 119.1 Q2 1111.0 911 126.8 105 101.8 971 111.4 701 403 941 100.0 111 79.3 941 91.7 768 71.1 j4- f 7 6910 911 71.0 TN 51.0 911 7410 737 40.8 911 T]] 736 711 in 132.0 191 UTA 103 t10.0 894 116.9 Tal 943 094 102A 703 826 194 91.9 740 13.3 1194 84.1 130 66.0 721 6510 099 70.7 707 11.1 194 67.0 70t 41.3 SW 40.f 4011 Q 04 901a 85.9 Sit 80.7 6% 71.6 at 74.9 605 atA 671 85.3 676 63.7 611 60.2 666 47.7 611 62.9 658 43.0 651 3SA 61i 43.1 640 30.7 011 39.1 631 26.9 611 3110 626866 10.1 QD M.t 627 600 690 61.4 611 ,.A ON 63A SO$ 44.3 690 47.6 602 39.3 690 43.0 494 3510 488 291 690 34.1 477 70.3 Sea 31A 469 22.1 SM 291 461 F Ntoo In 49.1 168 SOA 421 41A 460 42A 411 3510 466 37.1 401 31.1 466 32.9 402 27A 466 29.7 396 24.9 391 20.7 466 23.6 702 11.8 460 212 376 16.6 460 19b In11110 45.1 401 46.1 400 38.2 401 39.3 393 32.7 401 34.1 707 28.0 441 30.2 302 70.4 Nl 273 370 22.9 312 19.1 441 21.6 363 1610 Nf 187 ]66 NJ 407 17.0 351 W M 74430.2 31831.0 239 2510 378 2610 334 22.7 In 23.7 329 70.1 JIa 21.3 325 10.1 321 16.1 370 16.7 314 w X N Ul -F- H41. 21.0 262 21.2 242 1710 262 VA 279 15.0 202 16.3 238 a i Z Vi � TABLE 10B ANCHOR CAPACITY ADJUSTMENT FORMULA: AnchorC•paclty Table(lbs) ANCHOR CAP,.:,,_) SWtUafa 2.70 WrxMe S.Sk Cane. MabO OAU F11186CMU PTWaOd Metal (pp.)X� sANCHDR CAP.,,, dill•Eko VC 39 EK N1a'Elco Vr SS Elco 010 Sted 112$Iee1 012 Steel MULLION CAP AnchorCRp Pahema &16'acOlMfBtpr 1/I'Eko Uartcon Y16'Elca utllxan V4'FYOUtlIKarn ubacon Apve(9nta4 Ubaran Aggrec4alOr Sca1w(O6)Screw l08 Scre1(cN USE THIS FORMULA TO OBTAIN TFiE'ANCHOR EOge g9larce@n) 1• 2-Vr I• 2-Vr 34W 1' 2-Vr 1. 2-lir r 3116' r 0.40' 0.54• 0.32r CAPACITY REQUIRED'CORRESPONDING TO AN En0e0x=d 1.970 1.914' 1-we 1514' r 1.114 1-Ur 14M' I-V4 __!-IW 141r r 1-s•• IS'6' isdat ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchus®4.79'Mln.O.C./Standard or OViel CDP(R0 t) MUM 390159 450 be ago rM 1614 rot 270 m 260 be 354169 74010e 374 be 664 be 946 h9 941 b9 442 FA No" OPENING,WHEN ITIS LOWER THAN 711E MULLION 4 AMIM®1.15'Mb 0411 standard Otani)COP pig 2) LBO b9 700 bt WA lgA RIA link aro 16 RIA IVA RIA IVA WA 602M SM 9s 1120 to CAPACITY(FROM THE TABLE)OF THE SELECTED 4Amtn1 e3'Min.O.C.f(!)2r6AngleglpS 100,3) ISO b9 700 ht 680109 15m bt IW.h9 54009 560 Ox RIA 700101 740 b9 neom Imes 6B2I. ON 1120 be MULLION.IT WILL YIELD A MINIMUM ANCHOR 3AK 00,W Min.O.C./UCIP.Inlo.W NMa.ft 1) RIA WA RIA ITA IIM NM IVA 141A IVA IIIA IOA IVA IRA ITA 0501st CAPACITY WHICH MAY BE USED TO QUALIFY I AMPXI FC1P p191x ISO 19 105 d 225 be 405 he 822 ba I 140 a m be On- 107 bs 332 bt 473 to 170 ba 221110 280 ax ADDITIONAL ANCHOR OPTIONS FROM THE RODUCT RBVISIID 2 AKIm @ 1.15'Min O.CI f o.S) 240 be 350 Me IIIA rUA IIIA 1170 loom IUA IUA RM IVA IVA 34105 442 bs 560 Ox ANCHOR CAPACITY TABLE. 0� 0 the Plodda cap0an°°No .Q FIGURE 1: FIGURE 2: TABLE NOTES: 1.250' �to • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION • • �Noducl Crn(rO ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 1\111117/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. � �y LY N FIGURE 3: •\,\G[NSF •...f3 ANGLE 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250• CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Z �� No.58705 'x IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND FIGURE 4: FIGURE 5: FIGURE 8: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL 6'14' S-A -.••';� BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BELl STATE OF <(/ • • 6083-T5 AND BEA MINIMUM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND ��''•.F40RIDP.•'•G\�� .045'THICK 18 GAUGE.STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL i S • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 1.25'X 3.25"X.627 #10 81112 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION A.LYNW�dIIt R,P.E. • FL P.E.#58705 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . . ... . . . . ... TABLE 111 Million Cspldly T•bN pw#F) • • • • • •• • Openteg Width 0x1edicaly-powingm iliom)orOpeninp Height(forhodzortaWspen11110 tm9Fiow) • • • • • • • 0 0• � �' 60 1. 7 Din 701. loin 01. 3401. 101. • • 140131 460 1.26%314 R.mod. TnpTdw•. Rec1.ri•dr TnPrtiurp. Rndan•Ir T.S.T&M. Rec%Wlw Tmordrq. RKlandr T."K.t9. R1cUnguW TnpTdrq. Rldaay1.r TtIMlres. 13Mr1gu1.r T•NGir» Mc1m9Wr jr9yir1.np• 4 %.624 Loa3ny tad. Lna6+• L..;" Loading Wdr9 Loadq L."" twirl I..&* L-&* Ualiag L."no Lead69 I.-&" Leeft Loed6g WO(n9 plr O Ahm1.Tubs Mu81on 3E : � e s €• �� • p$ ; a u u e v c4 0, v u v. u u u u u u u u u e u u u u u u u Tf lY] e 3e as �a �a �s g fa as fa �a as �e fa 3€ fa a fa as f >sa rea tit I zz IZ In 170.01 620 110.0 435 110.0 711 170.0 410 170.0 ON 176-01 346 710.0 192 MIX 619 118.0 1116 171.0 521 110.0 1210 170.0 621 I70A NM trot 621 1708 136 Mjtf s2R I%.0 903 170.0 X11 J N1. 174.0 701 170.0 641 170.0 loo 170.0 690 170.4 992 170,0 630 INA 1133 170.0 661 110A 1276 170.0 677 170.0 1417 171.0 60 trot free 110.0 NO 170.0 193 170.0 880 170.6 207 ITOA NO W 60.6261. list 741 110.0 63 INA NO 170.0 31 list 1016 170.0 611 170.0 1Its VOA 723 170.0 1346 176.6 717 170.0 U90 170.4 766 170,0 0193 110.0 7N 170.0 2092 170.0 166 170.0 2391 170.0 134 � �� 0 Nin 170.0 197 170.0 612 111.0 966 170.0 691 170.0 1116 170.0 164 1roA 1276 170.0 03 110.6 U34 170.0 837 170.0 1590 114.0 06 1TOt 1913 170.0 461 170.0 2231 170.0 461 166.2 2403 170.0 861 W p Nin 170.0 8M 170.0 701 170.0 NN 170.0 797 list 1340 170.0 171 110.0 1417 170.0 934 170.0 1694 110.0 9% 110. IP1 flet 1033 170.0 2126 list 1067 1463 2163 170.9 1063 129.1 2163 170.4 103 H U C0 60 � 31. 170.0 930 170.0 745 170.0 1116 170.0 834 170.0 1302 170.0 910 110.0 14N 170.0 1015 170.0 167] 110.0 1076 170.0 1069 170.0 1122 166.9 00 170.0 1169 134.6 200 170.0 1171 111.7 200 list 1171 2 W E01. 170.0 971 111.0 IN INSA 1169 170.0 903 110.0 13U 170.0 1002 170A 169 170.0 i(IN 110.0 176] ireA JIM MIA 1918 170.6 1210 143.0 1966 170.0 1276 122.6 1966 list 1206 101.1 190 170.0 1286 Z y g 1 Pin 170.0 1063 170.0 179 170A 1276 110.0 1009 110.0 IIN 170.0 1126 170.0 Ilse 110.0 /234 151.1 1734 170.0 1316 138.1 1134 169.8 1786 115.6 1131 165.9 1364 "A 173! 134.4 1362 1&7 1134 lN2 1352 0 791. 170.0 1132 170.0 937 170.9 1346 170.0 100 168.6 0% 1701 1209 NTA 169 165.2 120 131.1 1666 151.6 1266 117.9 INS 141.3 1261 343 KN 10.J 1229 34.2 7346 122J 1219 77.7 159 121.2 1216 .7J Z g711. 170.0 11fi1 170.0 93 170.0 1381 110.0 1116 134.9 1117 169] 1416 136.0 1177 752.0 1224 121.2 1111 139.1 120 10.1 7417 129.6 1191 0.f 1417 116.9 1169 11.9 1177 710,1 JIM 34.2 NP 1013 1734 Q r- •7 Nin 112.0 1110 146.6 9M INA 1110 123.9 934 101.5 1110 IOTA ssl 3.1 1110 96.3 938 MIA 1110 87.6 922 71.0 1110 lo.T 810 34.2 1110 II.J Mt 34.7 1110 66.6 3t 461 1110 62.7 170 Z OR Q N p Nin 111.1 975 120.3 117 97A 916 101.6 834 3A 976 6&3 $2 13.2 910 70.6 In 66.0 916 71.2 817 34.6 976 M./ lo7 191 976 67.4 709 41.6 976 62.3 776 36.6 976 49.3 161 � T Z ,o 101. 822 171 sit 06 685 771 70.7 616 34.7 PI 61.3 674 61A 111 34.7 634 1&7 711 49.0 634 41.1 711 14.9 3T 3&3 777 38.9 32 291 171 75.0 3i 26.7 777 721 612 U) S$ 1111. 75.7 730 173 341 67.1 730 75.0 634 34.1 10 66.3 NO 473 730 19.9 771 12.7 730 15.0 622 37.9 IM 41.1 634 3fA 730 35.6 fi00 27.0 PO ]1.9 99 73.7 70 h.6 Nt W C0 1- 101. 69.9 04 Sit S69 49.9 34 512 50 42.8 624 44.3 342 37.6 621 31.4 511 373 621 35.7 b7/ 0.0 634 72.2 b31 25.0 621 27.7 6H 211 634 24.7 349 18.7 152.0 22.6 NI w X Nl to 34.7 433 36.1 AM 26.9 433 291 393. 34.1 177 251 h0 21.7 173 221 3s5 NJ /]] 0.0 3tl 17.7 133 iB.2 ]70 V N Q O (7 ell 1z Z t0 0 9-0 TABLE i I ANCHOR CAPACITY ADJUSTMENT FORMULA: y � AnchorC9p94tty Table Pbs) ANCHOR CAP.,,",,, _ N rtte 3.6kC0c. Hdiow cNU F09dCMU PT Wood Metal (DP_)X =ANCHOR CAP ,I',2.h CorC 916•Elco 1114""Ek 618'Eko V4-"1910 O0 sled 02SIed 012 11"'1 MULLION AnchorCilp Pottems 9'113 Eno tnrsm tl!•EkoUUmcon Ubacon SH6'Euo UtraeO v4•ecou9reeaa /'0grM1•a uprxon Agse;Gdr screw(G6)Scr/ rA sclew(c35) USE THIS FORMULA TO OBTAIN THE•ANCHOR Edge Distance#0 t• 2-lir r 2.i/2• 3.118' r z-Iry 1^ 2-vr r 3.1m• r o.1s• o.6r Omr CAPACITY REQUIRED'CORRESPONDING TO AN Embeftent 021 1.914• tyr IHV• 154• r 1-134• 1-1Ir 14W 1-Vr 1-1/4' 1414• r tyre• 739' vanes ACTUAL PRESSURE REQUIREMENT FOR THE 2 Ancroa!4.79 We O.C.I SiaM•d a Otld CUP(Mg.1) 3m m 3.m Re 450 n0, 00 Re 1641 b3. 270 to 20 es J51 m 740 Rs 374 b3. 664 leo •M bs 301 be 142 to 560 to OPENING,WHEN IT IS LOWER THAN THE MULLION 4Arcfas@1.69966.O.C./SN116.AU(Or OOW)CIpfv 2) 43 be 71016 nM IUA RIA 17w 380 Me MIA WA MIA IVA HA 6829: 865 to tlORs CAPACITY THE TABLE)OF THE SELECTED 4Andln•@3-Min.O.C./(2)215 Angle COPT ft.9) 7093. 7091 690 be 15W we 1996es 1510 be 50 to NIA 70116 74898 8098 tames M29s 485 bm 110 be MULLION.IT WILL YIELD A MINIMUM ANCHOR !Arch•®o.5-Mb.O.C./UC40,nk,.I0•AOM.."4) N/A IUA NIA MVA RIA NIA IUA HIA IUA IIIA IUA IIIA NIA IVa 126796 CAPACITY WHICH MAY BE USED TO QUALIFY tAmhxt At'ppip5) 1961>: tab 16 225 es /15103. 822 be 136bs 140bs 177 b3. 370Its 18799 332 ft 473 be 170 be 2ZWe OORa ADDITIONAL ANCHOR OPTIONS FROM THE ;ptmCw-.W'1- LA*-w" BVISED 2 Alltinrs 1.19'Mtn O.C7 FCIp 11 210 b3. 990 Re 1766 IUA I7/A IUA 190 ee NU WA hlA WA IUA 341 be 41116 560 b3. ANCHOR CAPACITY TABLE. wkh JIM Plor9ds1.250' -FIGURE 1: FIGURE 2: TABLE NOTES: eto1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES ANO SHEET 25 FOR INFORMATION pro Control ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 71111 I I I I IIA// 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. O FIGURE 3: ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.94' Q• CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS _ NO.58705 _ BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. IN PAIRS' 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND "O•� fto I S W FIGURE 4: FIGURE 5: FIGURE 8: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM 70.05766 G90.WOOD SHALL S BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 82q• 'n F0�.••�� • 8083-T5 ANO BE A MINIMUM OF.100•THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND _ LOIt7 '••tom• ``: .045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A38.ALL �� S ONAL �• • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1 111�I I I l 1111711 #10 R#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. 1.25•X 3.94'x.824' A.LYNN MILLER,P.E. MULLION FL P.E.#58705 . . ... . . . ... .. .. . . . .. .. . . . . . . . . • . . . . ... . . . . •.. TABLE 128 Mullion Capacity TabMN •#t7 • � Op•ningWidth(forracakspelNrplmAllons)orOp•ningHeight(IDrhoAmnleyalW parQnit : 0"a • • •• •• • �� BON 7044 8044 1044 10944 1 N I leo r 0044 N M R.AmpW Treol" Rae1aWar Tr4pNMag. Rawaft RecWp4r Tragnt" Raehn•da illoo9ItedmWn Ir pTiimF Trwyro• R.M.Plar Tn7angROM-9Aa &WU-g 2to 0 ro lodn1 LinL nIdroLan" LOdw oag Loading Lo03Loag• •LoMy LN0-00 LMW Owl* Aum.Tub - pp o B A• ,�' >$ 1 6Y a 04 Mullion IF al il- 1 � 11 1 1i II I 'aIi it" z m mru 42 In 170.01 620 170.0 435 170.0 741 170.0 478 170.01 665 170.0 600 170.0 $02 170.0 610 1170.0 fife 170.0 701 170.0 1240 '170.0 521 170.01 14851 170.0021 1 0 1 983 1 70.0 1 0.0 521 O F- 48N 170.0 701 170.0 621 170.0 850 170.0 601 170.0 992 170.0 030 170.0 1133 170.0 851 170.0 1276 INA 577 170.0 1417 .170.0 660 170.0 1700 680• TO 198 1708 NO 71. 2297 170.0 650 Ill 50.62544 170.0 747 170.0 063 170A 896 170.0 631 170.0 1018 170.0 684 170.0 1195 170.0 723 17&0 ISO 170.0 747 170.0 1494 470.0 758 170.0 1793 170.0 765 170.0 2002 170.0 756 170.02�1 170.0 768 N 6444 170.0 797 INA 812 170.0 956 170.0 801 170.0 1118 17&0 764 170.0 1276 170.0 803 170.0 1434 170.0 837 170.0 1694 170.0 558 170.0 1913 110.0 681 170.0 2231 170.0 861 170.0 25M 170A 801 tl) O 0 001n 170.0 886 INA 701 170.0 1067 170.0 7W 1700 1240 170.0 678 170.0 1417 INA 970 170.0 1594 170.0 M 170.0 1771 .170.0 1033 170.0 2125 170.0 1063 170.0 2479 170.0 1063 100.8 2810 IMO 1063 � co f4 8344 170.0 930 170.0 746 170.0 1118 170.0 050 170.0 1302 170.0 940 170.0 1408 INA 1015 170.0 On 170.0 1078 IM.0 1859 �t70.0 1122 170.0 2231 170.0 1109 168.7 2553 170.0 1171 HSA 2553 170.0 1171 F OD f 0844 170.0 874 170.0 789 170.0 1109 170.0 803 170.0 1354 170.0 IOM I70A 1706 170.0 1008 170.0 1751 170.0 1166 170.0 1918 170.0 1210 170.0 2176 170.0 1276 151A 2437 170-8 1206 132.0 2437 170.0 1200 72 In 170.0 1063 170.0 678 170.0 1275 170.0 1070 170.0 1468 170.0 1126 INA 1700 170.0 1228 170.0 WI3 17&0 1316 170.0 2125 170.0 1387 145.0 2164 170.0 1480 124.4 2184 170.0 1529 109.2 2184 170.0 1630 z 9 7044 170.0 1122 170.0 037 170.0 1318 170.0 1080 170.0 1570 170.0 1209 INA 1794 170.0 1322 185.t 1960 170.0 1421 148.0 1960 17&0 16M 123.8 1900 letA 1448 100.1 1900 1b{A 1635 92.9 1980 1627 1531 0- N Z 7044 170.0 1151 170.0 907 170.0 1381 1700 lite 170.0 1811 170.0 1260 170.0 1842 170.0 1309 1627 1851 170.0 1474 137A 1861 /07.1 1500 114.5 Hall 147.3 147J 98.2 1801 109.8 1459 a&$ 1681 137A 1464 vj r 8044 170.0 1321 INA 1144 140.1 1398 1560 1219 121.0 1396 1360 1198 IIIA 1398 121.3 1179 10.4 1396 110.2 1162 we 1390 101.0 1147 74.5 1398 898 1122 OSA 1398 82.7 1105 538 1308 78.9 7096 ? Q C 1.2 1061 !2. 1229 18.9 1044 8t.9 1220 a9A 1029 73.7 1229 02A 1016 81.4 1229 722 093 627 1229 65.0 077 4&1 1729 70.1 967 ,Z 9-0 In 147.0 1720 151.6 1009 122.0 1220 127.$ 1079 105,3 1229 11 f 10644 103A 971 105.8 877 143 971 808 862 74.0 971 77.2 819 84.7 171 J"A4W 67.5 971 518 ON 61.8 971 568 616 43.1 171 448 709 37.0 071 44.0 782 328 971 408 771111 N 95.{ 919 97.3 537 79.5 919 618 01! 88.1 911 708 806 59. 919 67.0 919 56.7 7404 4L7 919 6fA 774 SA7 !19 MA 766 J4.1 DID 10.2 742 20.6 919 J7.1 7J2 W K120 N 768 766 7&e 7H 629 788 048 Me 51.! 780 47,2 798 41.9 708 44A 677 37.7 7811 408 668 SIA 785 31.1 651 27.0 708 31.0 641 23A 7811 20.4 831 � �INN 45.7 bl6 442 604 38.4 518 378 496 31.2 648 JtA 491 27.3 548 24.3 646 23.3 479 21.5 618 -228 471 1402 616 19.6 484 148 616 172 465 13.7 646 16.6 448 Q N Q O O TABLE 126 Z ANCHOR CAPACITY ADJUSTMENT FORMULA: MehorCa dbTadspbs) ANCHORCAP.,,�,,_ _ $� sutsMa 2.7kCOMAW 3.6k0- Holm CMU flwdemu PTWaoe Mes• (DP)X( ANCHOR CAP.,,, 88 g KNE1.10 11C 6S Eko 5FIW EIC0 1/r SS Fico 010 S1aH •1231551 #12 sisal \MULLION CAP.-- )= PatbmO Naha lypec S'16'Elco Up•Can urEkouBMGon SIiC Eko Utlxon yr ElcoU9lacon Igpr'saror ubacm Ap�aCala saws((%)Scre•0i5) soar(oN USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge aSUMo On) 1• 2-V7 1' 2-11r r 2-V2' 1• 2-U2• r SIA^ 2• 0.48• 0.64• 0.32r CAPACITY REQUIRED'CORRESPONDING TO AN F4medinadpN fou• fags• faro• tyrt•v4• 1-vr 1-vr t-w• 1-fa• t•v4^ z 14040• Ia�e• 19dia5 ACTUAL PRESSURE REQUIREMENT FOR THE 2 AmhM @ 4,7r Lbt O.C.r Slwdadi mOBd Cp n 702) 350 bs 390 Oa 450 be SOO ba 276 bs Mas 364 0s 740105 374 b5 664 bs 946 foe 34t bs 442 Re 560 Dt OPENING.WHEN IT 13 LOWER THAN THE MULLION 4 Arch=@ 2.s6•MN O.C./SW43fd for Oma)Cp Btg.Sk 740195 740 an sw bs 1485 ba NM 6(6d NM 6B51Ds IUA 565 b5 IUA 6e2bs Son fnIlan b5 CAPACITY(FROM THE TABLE)OF 7HE SELECTED 6 Amras@1.71•MN O.0/slalaw(wrXae0CIO 6194) 0151bs 050 758 bs 1946 bs NM m5b NM Mite HM 1UA WA 1022106 13271oe 166obs MULLION.IT WILL YIELD A MINIMUM ANCHOR 4AMhm @ 3•MN.O.C.I lA NO A gla Cees/p9a Q 780 ea 7 69D bs 1550Its bs 56D m IUA 76010s 748 Sts am 9• t=ft 65203 885 b5 112D 0s CAPACITY WHICH MAY BE USED TO QUALIFY 6Andn8 @ 3'MN O.C.I R)2(5AF08 I flit 6) 11700s 1170 Its 1020 b9 2340 bs 2811 be 51 840 VA IUA 1140 Oa 1122 ba � 1320 bs 2830 M. 1022105 1327 m 1650 ba ADDITIONAL ANCHOR OPTIONS FROM THE 3Mxlwls@1.34•MN.O.C.IUCp,IMo.128 Alan Fa 7) H/A IUA NM IUA IIIA IIM IUA NM WA HM WA IUA NM IUA 073 ANCHOR CAPACITY TABLE BArcMn@0.6d'MN.OA.IUCp,Wo.128 Aka.lFq.B) NIA IUA IUA IUA NM HM IUA NM IUA IIIA t9A NM NM IUA 21 IDs 17LODT/C1'RBypggp 2Amho15@265'7070 O.CI FCp 9) SN bs 97065 970 bs 749 to 712 as NM 280 bt NM 318ea NM 4401040 IUA 911 bs 44204 66001 Bu5ditlg whb lbe Plo11d1 3Arc0as 1.7I•MIR.O.C./F40 .14 W3 as NM NM 363 as I NM 30011a 1 IIM IUA IUA 61170I 664 as 1 940 TA O NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLI'. Dm4 jp CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. , FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: TABLE NOTES: 2.000" gado Produca Cbm� • • • • • • LLL111111I • • f)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SFS SHEETS 2-4 FOR `NNON .••,,••••111 7/(� GENERAL INSTALLATION METHODS. '��';•�,LCENSF'•.�•Q FIGURE 5: FIGURE 6 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE • %�r�_ 4.000' %�' No.58705 ' • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIAENSKS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN '2�� UL )N • • • • • • LOCATIONS.THE FIELDOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE 7r] - =�� IIATE FIGURE 7: FIGURE 8: FIGURE 9: FIGURE 10: ANGLE CLIP 4)SUBSTRATES:CONCRETE SWILL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT ' '� •'•.FLORIOP,.•• \�� • •• • • (FIGURES 50.8) (CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ��SS"""• ��: ® MUST BE USED ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.125'THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND MV THICK(18 2'X 4'X.25'MULLION �/Ir I�I t t Itll' I4 PAIS GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW A.LYNN MILER,P.E. • •• • • THREADS BEYOND THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. FL P.E.#58705 . . ... . . . ... .. .. . . . .. .. . . . ... . . . . ... TABLE 13A Mullion Capitally Table 1644112 • • • • • 00* 0 0 00 hII s Opening Wknh(for ced-4.6pemM imURaWM n)orOpeningH• (forfwlaolYaeYaP nOmAon4- • 601n 0081 TO in OO In 9044 to01n 120117 • 41 •146In • •teuin • 611 R.W941 IIeW000 R.el•rgdrt TuW711aq• R•olapder TipI9W1g. RedN191Mr MWTd1n9. R401.n•d• Tnplld•q. f3cWg11er Tmpr7dMp R.eM0111•j T ri 2x6x.25 L6.6i0 19.61q t.a6ng Lading Lw61q L086np lo.dne L46.rq tmdVq Le..1q laMrq Leaarq LOBdli: Leadrq 179 p 0. "awinMbe F 11 51. m N 421. 170 We 770.0 415 170.0 744 170.0 470 +70.0 Bee 170.0 soe +70.0 euz 17o.e 579 170.0 1118 170.0 021 170.0 1240 170.0 521 17010 1456 1704 662+ 17.00 9Ra 70S 8!1 "770.0 1960 110.0 521 � 481n 170.0 708 170.0 524 170.0 650 770.0 664 170.0 O02 170.0NO 170.0 1133 170.0 001 170.0 1275 110.0 877 770.0 1417 170.0 660 170.0 1700 1740 660 170.0 IW 170.0 660 170.0 2207 1700 060 = _ 50.625 In 170.0 747 170.0 553 170.0 106 170.0 031 170.0 1010 170.0 1164 170.0 1195 170.0 723 170.0 1345 Vol) 747 170.0 1404 170.0 750 170.0 1703 170.0 750 170.0 2092 170.0 756 110.0 2301 170.0 760 54 in 170.0 797 170.0 612 1170.0 We 170.0 691 1740 1116 170.0 164 170.0 1276 170.0 00 170.0 14U 170.0 07 17010 1*4 '1700 No 170.0 1911 IMO WI 170.0 =I 170.0 861 170.0 2550 170.0 861 m Q � Win 170.0 861 170.0 701 t70.0 1063 170.0 197 770.0 1240 170.0 876 170.0 1417 170.0 944 170.0 1504 170.0 906 170.0 1771 .170.0 1033 170.0 2125 170.0 1067 170.4 2478 170.0 1003 170.0 2833 170.0 100 1700 co Win 170.0 030 170.0 746 170.0 1116 170.0 M 170.0 1302 170.0 010 170.0 140 170.0 1015 170.0 On 170.0 1078 170.0 less 170 1122 170.0 2291 110.0 lieu 170.0 2603 170.0 1171 170.0 2976 170.0 1171 Win 170 974 170 leu 170.0 1169 170.0 eu9 170.0 13M 170.0 1002 170.0 1658 170.0 1060 170.0 1753 170 1155 170.0 1013 170 1210 170.0 2336 170.0 1275 170.0 2727 170.0 1206 170.0 3117 170-0 1206 Z 72 in ['i 0 170.0 676 170.0 1275 170.0 7009 170.0 1446 170 7120 170 1700 170.0 1226 170.0 1015 170 1315 1702 2125 170 1387 170.0 2550 170 1486 170.0 2%5 170.0 1529 170.0 340 170.0 1530 76 in 22 170.0 937 170.0 1346 170 1000 170A 1570 170.0 1209 170.0 1704 170 t322 174 2019 170 1421 170.0 2243 170.0 +50 170.0 2892 170.0 INS 170.0 3140 170.0 1004 170.0 3569 170 1705 j �L Z i 706 151 170 987 170.0 1381 170 1110 170.0 1611 770 1250 170.0 1842 170 1300 170.0 2072 170.0 1474 170.0 2302 170.0 1664 170.0 2763 1740 1700 170.0 1223 170.0 1777 170.0 300 170.0 1706 a J 1z ��.. 90 in 928 170 1144 170.0 1694 170.0 1328 170.0 IM 170 1496 170.0 2125 170 160 170.0 2191 170.0 170 170.0 2655 170.0 1916 170.0 3108170.0 2125 156.0 3413 170.0 2173 1303 3413 1170.0 2361 Z J Q O Q Z �V 961n 17 170 1232 170.0 1700 170.0 1434 170.0 190 170.0 1822 170.0 2287 170.0 1794 170.0 2550 170.0 1052 170.0 2833 170 2095 1800 3feu 170.0 239. 117.1 91eu 106.0 2470 120.0 3199 1547 2428 I- to}g G a0 108 N 694170 1409 170.0 1913 170.0 1617 170.0 2231 170.0 1870 170.6 2550 170 2078 t"S 2781 170 2271 148.3 2761 181.0 2333123$ Vill 140.! 2281 105.9 2761 1261 2234 02.7 2781 116.0 2190 F0 NIII Inow 170 1454 170.0 fess 170 1700 170.0 2299 17o 102 170.0 2021 170.0 2149 151.6 2832 182.3 2245 138.0 2032 145.4 2218 115$ 2632 12&4 2168 07.6 2692 115.1 2126 0&4 202 106.9 WasW X 12091 771 170 1598 170.0 2125 1700 1859 154.4 2252 1500 1991 135.1 2252 141.1 1981 120.1 2252 127.2 1938 100.1 2252 7101 1915 90.1 2252 99.8 1872 772 2252 660 100 e7A 215'9 61.4 1806 H X1441n564 128.0 144E 101.3 1584 100.1 1425 6104 15% 0110 1407 182 1564 847 1390 89.E 1564 72.3 1371 82.6 1561 0.7 1158 52.1 1564 56.0 1310 14.7 1564 49.2 1905 391 1561 4410 120 Q._N 3 a 0, to TABLE 13B ANCHOR CAPACITY ADJUSTMENT FORMULA: E� AnchorCa cl Table b6 6 �1 40 8u6elnla 2.7k Omme 3.5k Oa.. H4aarCMU Fred CMU PT tAbod Moth (DP )X�ANCHOR CAP..,,,,,,,,,\_ANCHOR CAP.,,, ' ' 5116'Eke 1M SSE"51W El" IW SS Eko 910 SEN 912 Sled 912 Std MULLK7N CAP.,,,,,,,,,, Anchor CNP Patterns Analnr>Y� 311rE1.Ulgeon fAt•E1.Uka.en 3/frQaUNre..r1 1R'EIaoU6mm lahaml Ag•efh6r 181mcm A09'aEle Sam 10 (05)Bcmw(051 Boren(OS) 113E THIS FORMULA TO OBTAIN THE'ANCHOR Edge 0141ame(in): 1• 2-Ur r 2-vr 3-116• r 2-frr V 2-IR• r 3.118• r 0.42 0.54• 0.324• CAPACITY REQUIRED CORRESPONDING TO AN Emb•nenonk lair 1-yr 1.00 1-14• r +-v4• 1-vc 1-1/4• 1-Iw 1.114• 1.114• r 1-319• lair law ACTUAL PRESSURE REQUIREMENT FOR THE 2MOM @ 4.72 Min.O.C./SMndod«0911.0 CSa 0.q.162k 3001. 3901. 4501. 8901. 19441. 2701. 201. &5d b 7401. 371lb 6&Ib 9481. 341 b 4121. 660" OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Amba.@ 4.6r Mk.O.4I SWdrd(«010"0 QP 0.q.3k 7801. 780" 9001. 1760 roe 323216. 5101. 5801E 7461. 14601. 7481E 12721. lav IM 662" 8651E 11201. CAPACITY(FROM THE TABLE)OF THE SELECTED 8Anoha QI.71•e9n.0.C./6Wdwd(«0ad)ave•18.4k 1160 M8 14M Ib. 1010 ft 25"The WA WA WIN WA 1085 V. WA WA WA 13636. 1770 ca zNome MULLION.IT WILL YIELD A MINIMUM ANCHOR 4AMba.@ r MIa.O.C./(2)215 Afok CIO l0.q•6k J601b 701. 1160 6. 1600144 +8961. SW 1. 500 ib WA 760 6. 74810. SW Ib. 189210. 0821. 8851.. N112MO" CAPACITY WHICH MAY BE USED TO QUALIFY 8 M h-0 r Ma O.C.1(q 215 M&aO-IM Or 15W1. 156060 IMF- 31206. 37 11* 10801. 11201. WA 15206. 14966. 17606. 37441. /363" _1770" ADDITIONAL ANCHOR OPTIONS FROM THE 12 An*=Q 1.6'fAm O.C./(02x5 An9b at*I q.7k 18001. 2100 am 144066 37608. WAWA 1320" WA 1501b. WA WA WA 20451. 26611. ANCHOR CAPACITY TABLE. ODUCI•REVISED4 Anotias@1.34-MN.O.C./11 Ok%6.00.126•Alto.0.q•4 WA WA WA WA WA NIA WA WA WA WA WA WA WA NIA ditigxopl•IIl6WMIb6 P10i1d6 �ta Anohon@O-WW.O.C.I"IP."•.125'Alum.IFig.9k WA WA WA WA WA N9l WA WA WA WA WA WA N/A N/A F--2.000•-'•i 0dig6Odde ,�/I1C6.IJ2 Aneha.@ 4.82 Mh O.CJ F•Cp 0.q.IOk 301. 3006. 4506. 0001. 1616" 270" 201E3541. 710" 3741E 001b. 9181. 341" N 10e NejLjlttrrCC77�.4 Armh-@ 1.71'Min.O.CI F42q 0.q.11k 50" 701. 6051. 12961b. WA WA 4701" WA 6311. WA .WA WA on 10 W6lbs OMe _ NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 250' TABLE NOTES: .5110701 Dale P(oduU Caliro FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9:FIGURE 10: FIGURE 11: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. `��Off`( •,,,,• /[[�li 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 6.00(r Q; �' •.•.¢t�� • • • • • •e • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON _ / - FIGURE 5: FIGURE e: FIGURE r. ANGLE SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. '.• �L q fs Ui- • • • • • • • • [CI CLIP 4)SUBSTRATES.CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED A S ATE F ,•-�`' (FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL BE PRESSURE-TREATED �:�,t� FLOR\OP•'* (� • • • • • • • • 6-7 1 YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 8083-T6 AND BE A MINIMUM OF.125' `�.` MusT THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO ,SON P • • • • • • • • USED IN '' "' `1t ` PAIRS BE AT LEAST A 26'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW r X 6•X.2V A.LYNro MILLER,P.E. THREADS BEYOND THE MATERIAL#10&#12 ANCHORS INTO WOOD MAY BE STEEL.18-8 S.S.OR 410 S.S. MULLION FL P.E.#58705 .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... TABLE 14A Mullion Capacity Table Ibsfe Opening 11Mdth(forleNce9yapaMrgmllons)orOpening Hal ght(10rhod " q-9plsrHtgrtaMions)• • e 0 o o 0 o 0 00 .� G! 501n Win 70in BON 190 In 1100in 1 N t In 160 117 t Ra W.0fiv Tng7drro. R4dang" TI WTd.W R60.9t r T WTdsm' Fbd..1Ar Tf Tbro. RedanBular TnWTdrp• RLcaft Tnprdarg RadargN. ieWTday. Radai9ldr Tnp'1 ft RWMWf Todaro_ 1.28"x2.11" Looft Londro Loft Loa®1q taea9G Los.ro Loadap LaadBg LudaY tOedllO Latlro LoedYlp LoadM9 Load9g Laaaro Loed4g l.a0N8 Ladro oys x.126"Alum _ _ _ _ _ _ _ _ _ _ _ _ to Tube Mull 1 11 1 � � � 1 g g � a 11 1. 1 . 1 g i o m Nil o 1 if z � 42N 1M.2 516 167.0 428 120.2 80.6 1469 418 103.0 918 130.8 414 80.1 526 134.8 411 Bal 826 131.1 411 721 SOB 1134.1 411 00.1 826 1 41 5 1 . 1 7 .1 411 rjJ 481n 948 403 100.0 333 00.6 403 84.7 325 88.0 407 08.4 320 60.4 403 81.4 317 53.7 403 79.1 316 40.3 400 76.8 314 40.3 403 78.6 314 34.6 403 78.6 314 302 403 78.6 814 60.B26N 62.3 362 81.0 301 60.8 382 78.3 281 646 382 71.8 249 61.6 9CL 873 288 467 382 Bl8 14,2 302 X83.6 283 94.3 382 636 28:1 20A 382 836 283 257 382 69.6 283 . 7 51 N 8l.8 318 74.1 267 666 316 ell 261 446 318 57.7 268 421 318 63.5 253 37.7 918 50.8 118 49.6 249 26.3 318 49.1 246 21.2 918 40.1 248 21.2 918 /9.1 318 m M � BON 40.6 266 591 219 41.2 268 467 214 353 268 40.7 210 3Q9 268 37.2 207 27.6 259 34.9 268 .33.4 203 206 258 322 201 1J.7 268 322 201 16.5 266 322 201 110 J63 N 427 ZN 466 200 35.6 234 341 195 30.5 234 34.7 192 18.7 234 31.6 198 237 234 19.4 ZM 240 184 17.8 234 20.6 183 15.3 234 245 103 13.4 234 28.5 163 aB8 N 31.2 213 39.4 183 31.0 219 397 179 246 213 248 176 232 213 27.0 173240 213 2.5.1 213 237 190 755 213 712 187 133 213 220 IBB 11.8 213 220 108 ZNl72In 26.6 179 301 165 M.9 179 268 152 204 179 226 149 17.8 179 20.9 147 15A 179 1a7 76 N 243 761 254 140 243 181 2L8 137 17A 161 140 135 762 161 17.0 133 g Z 76In 22b 162 296 1911 148 152 149 131 141 162 17.6 128Cm Q 01 p TABLE 148 ANCHOR CAPACITY ADJUSTMENT FORMULA: Z Anchor Capacity Table Ube ANCHOR CAP.,,",,,,., X 'o ad,nuale 27k C=fft 3.09 Cdx. Horow CNU Fadi CMU PT WOOdMSI(M .12 (DP)X( =ANCHOR CAP.,,, !/1 MULLION CAP-:!:, &16'Etc 114'SS E"WIVE" VI•SS Eko 610 Slatl 0.12 WNAnchorCtlp POttemee'I6•EkOUINkOn 1109co usam 3116•EkoUBremn WEkOUlketnIr'ow'o ., Ulan Ap SS for NI031.01 scrUSE THIS FORMULA TO OBTAIN THEANCHOR XYYtrY 1' 2-11' r sva• r 448• 0CAPACITY REQUIRED'CORRESPONDING TO AN to tofar1-urf.w• M• ACTUAL PRESSURE REQUIREMENT FOR THE (� N Q 4Arcrols s•rm.o.0.r 2csArote r 1 7D01o6 7BO Ds 68090. 1560 ns 1896180. 640Ite 08010' wA I7m 0.K 749.- 9-810. 1882 D6 682M 6Bso0. H30 as OPENING.WHEN IT IS LOWER THAN THE MULLION Q .^- Z� y CAPACITY(FROM THE TABLE)OF THE SELECTED . MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. �11 ,� wwph the pbrida SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. uildlag Oode 2)LN EAR INTERPOLATION BETWEEN MULL LENGTHS ANDlOR OPENING WIDTHS IS ALLOWABLE Ir euyrtHlceNo / •Q FIGURE 1: I � _ 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.116' 1M11 PredOcl Gm1m1 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. II I)I I I I I I I r Ir ANGLE CUP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .125 ....... CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C90.W000 SHALL BE PRESSURE-TREATED i Q�:• LIGENSF'•,!t<,p .� YELLOWSOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125 1 D.045 THICK 18 GAUGE).STRUCTURAL STEEL TO BE AT 1.28•X 2.11'X.125'MULLK)N THICK.STEEL STUDS TO BE A MINIMUM GRADE 33/W ( ) 7k LEAST.1125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND ONTEGRAL FIN MULLION) No.58705 THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 64 _ O� S ATE OF (VW: S/ONAL A.LYNN MILLER,P.E. FL P.E.#58705 . . ..• . . . .•• • • • • • • • • • • • • ••• • • • • ••• TABLE 154R Mullion Capitally Table Plasm?) • Opening Width(for varkellygwaramillons)orOponinpHeight(for horimntely-spamiro1m81oro)• • • • • • • • • •• so In SON 701. 801. 901. 1001. 1211. 1 N • • 1--b • M 't� R4arq/Mr 71.9r78r1a T1MpmlMeg. R-t.Wv UWfT1.nd. Recteep4r TI-w1nwd. RaetMlpSr TrL a m. RaganWar TnplMenp. MCIr1W eA. 6 15 e: iS 3.26"30 LoWtq Leoft Leadlq LoMdnd lull• Leaft Ladng Leede9 L-ft (o.ded Coeds Loaded Loadne Loaded t4Mded Loadly 11em1q 1-a9etq �Y DEQ AL _ g $$_ S_ BAY MULL � � a g � 0� d� D� a� • • • g • g a CO gg ow 421. 170.0 8x0 170.01 435 170.0 744 170.01 478 170.0 ON 170.0 608 170.0 M 170.0 big 170.0 Ilia 170.0 CH 170.0 1240 '170.0 521 170.0 1488 tiPA 021 17 0 17� +701 w W 1740 1170.0 521 J W 461. 170.0 706 170.0 624 170.0 630 17&0 564 170.0 992 170.0 610 170.0 1133 170.0 881 170.0 1276 170.0 an 170.0 1417 17a014., 1522 I= 170.0 690 130.6 102 170A Sao 114.2 1642 170.0 860 � �.. N ,11n. 0.8261. 170.0 747 170.0 563 170.0 806 170.0 631 170.0 10(8 170.0 884 170.0 1198 170.8 723 170.0 1345 170.0 747 1642 1443 170.0116.9 1441 170.0 7116 117.1 1443 170.0 768 1028 1443 17oll 758 W C 641. 170.0 797 170.0 612 170.0 956 170.0 691 1TOA 1110 170.0 764 170.0 1275 170.0 Sol 160.4 1551 170.0 837 144.3 1353 170.0t29.3 1353 170.0 801 10&1 1353 170.0 flat 002 1351 170.0 861 SON 170.0 885 170.0 701 178.0 1083 170.0 791 167.0 1218 170.0 878 140.1 1218 170.0 g44 120.9 1216 1594 a38 116.9 1216 152197.4 1218 140.1 911 834 1219 140.1 913 71.1 1216 14&1 813 63 In 170.0 910 170.0 745 170.0 1116 170.0 NO 16&2 1150 168.6 933 131A 1150 161.0 914 118.8 1150 141.9 See 106.1 1160 134.2a7.0 1160 128.7 811 75.1 1160 128.2 870 06.7 1160 128.2 070 � W g � co 86 h 17&0 W4 170.0_L89- 132{ 1016 185.8 Set 110.6 1048 14&8 864 114.3 TON 111.1 Sal 101.8 ION 1x3.4 0.19 81.4 1010 118.676.2 TON 109.0 6x1 83.1 1064 10&2 ON II7.1 ION 10&8 816 Z J# ' W 721. l4QB 81. 147.0 781 117.4 810 120.0 746 100.8 BN 110.6 734 864 680 100.0 722 782 660 02.0 712 704 St0 B&256.7 800 79.2 441 60.1 680 T&fi 886 44.0 880 784 688 E 3 7 Z 761. 110.7 790 1x3.1 en 90.8 710 106.4 ON 65.6 790 91.3 ON 74A 790 S&9 652 88.5 780 784 641 59.9 790 71.749.9 700 64.1 8x4 42.6 790 821 aW 17.4 790 81.6 817 781. 110.8 760 115.6 647 92.3 760 0&1 844 70.1 760 a5.9 632 09.2 760 17.1 621 61.5 750 70.6 442 654 750 64.7462F-2 39.6 750 58.2 586 34.8 760 S5.5 686 F-901. 7x.1 6W 744 600 e0.1 681 82.9 491 514 564 64.9 03 46.1 683 40.9 475 40.1 663 44.4 465 38.1 683 40.030.0 26.8 SW 334 445 224 40.7 314 442 Q Z961. 69A 496 61.1 441 49.6 495 614 464 42.4 495 444 427 37.1 495 394 421 33.0 495 35A H5 29.7 485 132NA 21.2 498 264 394 10.8 495 264 390 - w1061. 41.7 191 424 151 64.B 391 SSA 31. 29.8 SB1 31.1 342 26.1 SBI 274 337 23.2 301 244 331 20.9 101 x24174 14.9 391 174 115w W11tH 30.4 370 38.2 335 32.0 370 330 330 21.6 370 28.6 328 244 170 25.3 320 21A 370 22.6 MS 19.2370 10.0 �TTTy U) Y H W V1 to 1 I 1201. SOA 317 30.9 21. 20.3 317 264 x51 21.7 317 224 280 19.0 317 194 276 164 317 ITA 273 Q M Q 0 (J 144 N 774 x70 17.8 20.1 Z�•�`� TABLE 156 ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Ca a01tv Table Ibs ANCHOR CAP.,,,,,,,,, 9uheUNe: 271.(W.Wa 3.56 Caw. HOW CMU Film CM PT Wood MMM (DP-)X( )=ANCHOR CAP.,,„ Y18•Elco 1/44 SS Elco 511.•Elco VP 93 Elco 810 Steal 812 Steal 812 Steel MULLION CAP..,BTA Anchor Clip PaRem9 A"`(10f Type: Sr1C Hoo tAYMoon 114'Elea Ul6aeon Y18•Eleo lltbMcan 114'Eke UBlaam uitracal Aoom(iaoor 191woen AgpROeter 8edw(1751 see+e(C5) Setae K75) USE THIS FORMULA TO OBTAIN THE• Edge Oetenoa pnk F 241r t• 2-1m 3-IW r 2.1rr r 2•frr r 1115' r O.N• 0.64• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN E1laedinent k fan• 1.114• 1.32• fad• r 1414• 1-V4• I. t-U4• 1-114• +•+N• r 1afC I. mwee ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anehas 0 S•60 n.O.C.!(2)2445 Angle CUP.I t.1k 390 ft 300 be 450 wa 90 ba 17006w 270 b. 2BOIb. 364 be 740 bo 374144 720 bs 946 Ba 34104 44xlba 680 b4 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Ano1w1.A &5'Nom O.C./(x)215 Mae CSP(/(Rg.Zk 78016. 7000. 79016( 1070 917 25x5 F. 610 0s 560 bs WA 1120 9a 7481b. 8B0 bs 16421ha 882 b. 685160 1120 bM CAPACITY(FROM THE TABLE)OF THE SELECTED 8 Molal A 2.71.6917 O.C./(x)x15 A+gle alp./(Fq.3k 11200. 1120044 95e 0a 4x46917 x25410( wA 8101544 wA +059 9Ms WA 13200( wA fOx2 W 1127 b4 +680 nM MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE DUCT RRVISED ANCHOR CAPACITY TABLE. oolnplylas wllb ft da FIGURE 1: ading CO& TABLE NOTES: 7)SEE SHEET 1 FOR INSTRUCTIONS USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. iaml Coha91 FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. .001111111,_ 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 2/-23. '125" �� ON�.LYNN • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 30' 4tCENs FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, F 3.260• yA No.58%OS 7`11 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED _ _ FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATEDM11157A ; YELLOW SOUTHERN PINE WITH AN$G OF 0.55.ALUMINUM SHALL BE 8063-T5 AND BE A MINIMUM OF.125 --D = !�•THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THIG((18 GAUGE).STRUCTURAL STEEL TO BEAT 30•BAyLEAST.125'THICK ANO A3&ALLANCHORS INTO METAL SHALL EXTENDAT(EAST 3 SCREW THREADS BEYOND O7THE MATERIAL#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. MIALION � ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS. S'UNAI.E•�,I�• A.LYNNIMIL19R,P.E. FL P.E.#68705 . . OV • . ••• .. .. . ... .. .. . . . . . . . . . . . . . ... . . . . ... TABLE 16A ~ Y Mullion Capacity Table e#12 • • • • ••• � OpeningW�(�`icaro )orOpening Neipht(forholtawtew4paMrpmlAons) • •• • •• Q! � 501. sola 701. 001. OO In 100 in 1201. • 1Mn • • • lawn • • Rect qulr V Widw6 R4c1.1g1/Y T ignIOW Reetan/Aw TnWo m. Reolaa91e7 Twp7fdwre. RwtOWAwt ToWTA-g. RM.gar TRplMwng• 116"9.0• Twp/ GO, RY,1 ar • • • d g a 6.26"46 U.&O Lowanp Laare Lawang Loedlro lowing Laing Lowing losdnp Laare Laalq Lame Lon4q towing Losare wino •• • SY 'ff IEG.AL C14 gg g6 � BAYMULL is ha o 0 "gym 421. 170.01 620 t70.01 436 170A 744 1170-01 476 170.0 066 170.0 506 170-01 992 170.0 519 170.0 1116 I i7O.Oj 521 170.0 1240 -170.0 521 170.0 1Nt-i7OAO 521 170.0 1765 1704 &1 1 1661 190.0 521 • J W 481. 170.0 700 170.0 VA 170.0 650 170.0 564 170.0 992 170.0 630 170.0 1133 170.0 001 170.0 1275 170.0 a77 170.0 1417 X170.0 660 163.7 1640 140.3 1637 170.0 860 122A 1637 170.060.8251. 170.0 747 170.0 603 170.0 690 170.0 631 170.0 1046 I70A 064 170.0 1195 170.0 727 170.0 1345 170.0 747 170.0 1491 Y70.0 756 147.1 1 758 120.1 1662 170.0 760 110.4 1562 170.0 750 U.1 'm O 641. 170.0 707 170.0 012 170.0 950 170.0 801 170.0 1118 170A 764 170.0 1275 170.0 003 170.0 1434 170.0 037 166.2 1456 170.0 eye 120.3 1455 170.0 081 110.6 1155 170.0 bs1 OTA 1455 170.0 681 1- 601. 170.0 065 170.0 701 170.0 1089 170.0 797 170.0 1240 170.0 078 157.1 1300 170.0 044 130.7 1309 170.0 990 125.7 1309 163.0 994 1068 1300 157.1 902 NA 1309 157.1 902 78.6 1309 157.1 902 F J 631. 170.0 930 170.0 745 110.0 1116 170.0 650 162.0 1217 170.0 910 1425 1247 164.5 963 120.7 1247 162.0 009 114.0 1247 144.3 962 95A 1217 1902 M 61A 1217 135.7 935 71.3 1247 135.7 995 OW.. 7 06 in 170.0 074 170.0 is9 170.0 1164 170.0 am 146.4 1190 183.7 M 129.9 1190 147.0 945 115.4 1190 1305 926 103.0 1100 120.f 914 06A 1190 119.5 896 74.2 1190 116.1 093 64A 1190 110.1 60.1 3 72h 161.0 1010 189.6 677 131.7 1010 164.6 659 115.4 101 127.2 842 101.0 1010 114.7 On Ks 1010 IWO 617 BOA 1010 amo 807 87.3 1010 00.6 796 57.7 1010 87.8 790 50.5 1010 67.7 700 UJIZ a 78 N 137.1 ON 143.6 792 114.5 906 122.0 775 60.1 900 17.1 761 05.9 908 96.2 749 70.9 am 88.2 736 86.7 908 8213 729 57.3 906 74.7 710 49.1 006 71.2 710 42A 900 70A 708 Q a = 781. 127.1 861 13th 761 105.0 861 1125 738 90.0 081 968 725 79.4 851 03 713 70.6 801 81.0 703 0&0 801 75.4 694 530 601 60.1 s01 45./ 001 01.6 015 79.7 001 03.7 872 Z Q Q 0 901. 82.7 040 45.4 574 60.0 610 72.1 561 69.1 816 82.9 554 5t.7 $a 50.1 645 46.0 610 60.9 537 41.4 618 47.0 530 KS 6/e 41.5 519 2g.5 818 38.2 511 25.0 60 36.5 507 Q m Z 0 O as In 06.2 588 70.1 508 60.8 686 51L1 490 40.7 568 51A 491 426 586 45.6 409 37A 606 41.1 476 34.1 506 30.1 /70 20.4 560 33A 459 24.3 588 90.fi 462 21.3 56s 16.7 /Q � � � 1004 47A 449 18.9 IM 39.9 419 412 J99 912 /W 35.7 ]a3 29A 449 91.7 987 26A Mg 28.6 902 23.9 649 20.1 377 20.0 111 22.7 301 17.1 119 20A 381 15.0 419 18.9 358 1111. 44.1 426 45.0 385 368 42b 97.9 379 31.6 12b 32.6 379 27A 426 2g.1 987 245 426 262 302 22.7 426 24A 356 16.4 426 20.7 350 16.6 426 HA 313 0 It N� N 120 M 31.9 364 3S35.5331 29.1 364 20.8 310 24.9 901 25.8 321 21.8 364 228 317 10.4 394 20S 913 17.5 364 167 309 Q et Q Q 144 M 20.2 253 20A 233 18.6 253 17.1 290 TABLE 186 ANCHOR CAPACITY ADJUSTMENT FORMULA: � � Ir' Anchor Capacity TableObs) ANCHOR CAP.,,•.,... _ SWskds: 2.7k Corclde 3.w Caro. CAP.- 14910W CMU Fied CMU PT WOW MNd {D�)X _ANCHOR CAP.,..• YI6•Ebo 1/f 86 EIOO Y1C Elco IN'SS Elm 01 Sled at Y Steel #12 St" AOChOrCBpPa6am6 Y16-E10 IWE100UL- Y16•Ekoulkaew 1!1•EkrolAYxa1 Myoma Ag9raCdor Uwalwn A09rw0abr 8wtwt35)8aww(Gs) Screw(OS) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edge G41ewe(1.k r 2-If2' r a12' 3.11• r 2-lir 1• 2-I2' 2• 3-11V 2• o.fe• 054• 0.324• CAPACITY REQUIRED-CORRESPONDING TO AN Em6edaled 11.O 1.314• 1•Y{' 1314• 1-3N• Y 1-1N• t-U4• 1-164 1-1N' 1-164' 1-I/4• 2• 1316' 1318' riles ACTUAL PRESSURE REQUIREMENT FOR THE 2 AmhM 49 6•Mkn O.a 1(2)2.5 Arent Caps/(rig.1y 390IOs 390It. 150 roe 890 row 1700 ba 270 b two bs 35416. 740 Po! 3741w 720 we 918 a• 311 N 142 ar Seo b OPENING.WHEN IT IS LOWER THAN THE MULLION 44=6@2 Anohae®35'MIn O.C./R)215 ANN C19w/(Flo.2): 780 9x 7801he 780109 1070 oro 2525 b. b109x 580 a• WA 112066 748 Na 800Iw 1692.e 862 a 64510e 1120 bs CAPACITY(FROM THE TABLE)OF THE SELECTED ANCHOR 6 Anohare Q 2.71'Min O.C./(2)206Ang%Gild/".37 1120•w 11201.0 956 M 2246 As 2254160 WA 4401bs WA 1009 9• WA 1320 b WA 1082 b I3271Ds 1660 Ws CAPAMULLCITY WHICH MAY BE USEN.IT WILL YIELD A MINIMUM QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE �aml9ying with Ibe florid# dnataa�a51 FIGURE 1: 4'NCp4w1lV No r�r TABLE NOTES: ANCHOR CAPACITY TABLE. Dots G4i.Jio 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR W FORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. M P10a•Ro1 FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. �� ONV•• ... ...7z,( /Z • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. -125•QM.Us"LLIONC, �.•'•�,\CENSE '•.F� _ FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. P 3F h' No.58705 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED - FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED h �` • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' "O ••u �� ,5 !ate THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045•THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT �•'. STATE 4U LEAST,125•THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND NTHE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18.8 S.S.OR 410 S.S. ANGLE CUP(FIGURES 1-3)MUST BE USED IN PAIRS. A.LY�•II�NIG.LER,P.E. FL P.E.#58705 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... I-1.060'-1 t�-1250' 1v 1.660' r 1.606• r . . ... �3i 1.660' r- 1.660• r- I 0 : : : .126' : • •�1 •� o r a �" ••• • • • ••• • �Y I 2.750' .125' 3.125'Dw� 2''`" 3.188" I+ 2.750' .125' .125' .125 N 2.000" 2.000, 2.116' •• • • ,286'•• •• B m .125' L 1 • • • • • .125 N N� r++ D' •• i• �• •• p .37b' 6' T lL ••• • • ••• • ••• ••• _j W 1'X2'X.125'MULLION 1'X2•X.375 MULLION 1'X2.75 X.375'MULLIINI 1'X 2.75'X.850'MULLION 1'X 3.12SX.SMULLION 125'X 3.188'X.255'MULUON 1.26'X2.11'X.125'MULUON D _ 606176 ALUM. 6063-TB ALUM. 8083.76 ALUM. 6083-TB ALUM. 6083-T8 ALUM. W63-T8 ALUM. 8063-TB ALUM. O Q N XSECTION XSECTION XSECTION X-SECTION XSECTXIN XSECTION XSECTION m z O H co Q t0 J D TABLE A Z W g STANDARD CLIP 1 I 2��E CLIP Dimension Value(In) Far Mullion: Q g 1{ 2.000* I UM I 6083-T6 ALUM. I 2 125• XSECTtON J D. cj€ Z XSECipN USLB' 2.000" A 1.625 1 1"X2'X 6083.76 ALUM. I .125" B 2.854 U .125 XSECTION L Aluminumzz Q C 0.885 p Tube Mullion Q Z Z D 0.740 N Q 60 125• .740'�- A 1.125 1"X2'X.376' W O B 2404 Alunlnm J 1Y 5.500" 3.125-�I CUT HERETO .376' [--5.000-- C 0.835 Tube MIIAbn U � Q .375' CREATEF ,SEE MIN. � D 0.490 QO_ O O DETAL F,SHEET 4 .37b'MW. Z m U) MIN. A 1.876 �•O sy0 - -------i A A 338'MIN. U-0CLIP _ ___ ___ ___ - B 3.000 1"X2.75"X - � � A - �_ ------- 6063-TO 6063-TB ALUM. _ _________________ 2X5 ANGLE CLIP C 0.757 .375 Al min um TOPVIEW 6081T6 ALUM. D 1.118 Tube Mullion STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE 70PV�1N E .450 Min. 8083,76 ALUM. DASHED BOUNDARY.SEE SHEETS 5.17 FOR THE A 1.312 1'X2.76'X ZaZ�-PHIN TER OF ANCHOR HOLE MUST LIE TOPVIEW CENTER OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR THE DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER+1/18'. B 3.000 •850" SHEETS 5.17 FOR THE ANCHOR O.C. WITHIN THE DASHED C 0.478 Aluminum DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE Tube Mullion DIAMETER:ANCHOR DIAMETER+1118'. SHEETS 5-17 FOR THE D 0.836 ANCHOR O.C. TABLE A 2000 RODUGTRIIVIS6D DISTANCE.MAXIMUM POT Part$ eoleldyime wilb 18e Florida ANCHOR HOLE Mull Dimension(sheet� 1'X3.125'X 5.500' .375 DIAMETER:ANCHOR Mullion Std.Clip OffaelClip U-Cllp Angle Cilp C 0. ,600•Alun u6dlogOnN .375" MIN. DIAMETER MIS*. Tube Mull MIN. 1"X2"X.125"(5) 66605 88811311 W61116M W6243M 888511M D 1.137 �____________ 1"X 2"X.376'(6) 688008 666114M 6881119M OW244M 686512M A 2.625 1 de Produce Coneol 1 1"X 2.76'X.375" 68807 66611611 888112011 66624611 88861311 B 3.282 1.25•X3.188' i I 1 (7) X.285'Alum 111 1"X2.75'X.850"(6) 88808 86811811 888112111 88624811 68651411 0.882 D 1.7'82 Tube Mull \\�%�o�i LYNN 4112 ice' -------- D i e 1"X3.126"X.600 (!� 6663711 4,8 688111811 888111411 666242M NW15M 4 ENS i I 1 1.26"X2.11' 1 1.25"X3.188"X.265'(12) 66641M 6661117M 6861113M 66824111 666516M Ix I I I A 1.813 .121'Alum ------ Tube Mull 't No.58705 I � ------J 1.28"X2.11"X.125"(18) 89370 WA WA NA 88851711 = ` C OFFSET CLIP NOTES: .1 6083-T6 ALUM. I TOPVIEWRICTIONS GIVEN ON THIS SHEET. 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL REST FLORIOP,• .7410"44--1 ......... �. 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS&ANCHOR O.C.DISTANCE. ��SS/ONAX,�� A.LYNN MIWEk,P.E. 3)SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. FL P.E.#56705 .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... �j 1.000' 1.000" 1.062'-1 740' + .0� [L12 } .125 • • • � •00 062'.433B' fit • • . i • • • • 5-'Q4.000' 5'STANDARD CLIP ZXSANOLECLIP E'2.825" 2.125'4.000' 4.000' 2.000' 6063.78 ALUM. U-CLP 2.000' 8083-T8 ALUM. XSECTWM.125' I 6053.78 ALUM. X•SECTION .125' B m .125" XSECjIQIN • • •• .•• •• Y N .126' .125 • • • •to CO) E(V .031' • ••• • • • • •• • Z N 1 .125• . . . . . •• . . O .166. CENTER B UNDU R L�= • . J .125 DASHED BOUND Y.SE S ETS 5- ••• •• j = .376" .375 ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR �f -T HOLE DIAMETER:ANCHOR DIAMETER+1/18'. m 0) Gp O 1'X 4'X.125 I I"X 4'X.376' 1'X 4'X.3761 5.500' 5.000' Z M rA MULLION MULLION T-MULLION CUT HERETO .375' 375' F- O (0 J 8083.78 ALUM. 8083-TB ALUM. W83-TB ALUM. .376' 3.126'-�_CREATE F-CLP.SEE ��MIN. y J XSECTION X-SECTION XSECTION MIN. DETAIL F,SHEET4 - Z 1.250' .375' __ Z -- CENTER OF r--------- .375" -€ 1 1 I I ANCHOR HOLE j MIN. ] OZ 12b0' 1.260' I I I I I I MUST UE WITHIN I I ..1 D' I I I I I THE DASHED Q I F BOUNDARY.SEESHEETS 5.20 2.87b'F I --- I I --- I THE ANCHOR D.C.AF ---- ---j 1- Z.o .o I 1 I I f ( DISTANCE � j � Z� �� 3.94' I I I i I MAXIMUM � O 3.250' 3.250' I 1 I I I ANCHOR HOLE ; - y y I 1 I 1 I DIAMETER: 1 1 � J Cn fn .100' .100' .100' ______� L-______J ANCHOR _____________� (� O I DIAMETER V116'. Q Z O O .100' -1• rt STANDARD CLP U-CUP (Z) 2X5 ANLL ALUM. �O�Q 8083.78 ALUM. - R' -T CENTER OF ANCHOR HOLE MUST LIE 8083.78 ALUM. 6063-T6 ALUM. TOPVIEW ' � -I.820"F-- I -'4 .820' F- ---i .820"1-- WITHIN THE DASHED BOUNDARY.SFE TOPVIEW TOPVIEW 1.25'X 325'X.10(' 1.25'X 3.26'X.624' 1.25'X 3.94'X.824' SHEETS S-20 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT. MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE 0Imenslon Vslue pn) For Mullion: Dimension Value(in)For Mullion: DIAMETER:ANCHOR DIAMETER+1/16'. 6005-TSALUM. 6005.75 ALUM, 6005-75 ALUM. 687 1')4' F 1.936 1.25'X3.25' X-SECTION XSECTION XSECTION G 1.000 .125 0 0.5110 X.824' H 2880 Aluminum H 1.438 Aluminum 3.469' 5•� 1 3.000 Tube Mullion 1 &250 lube Mullion 2.881' .125- .375' .375 f &187 1'X4'X F 2.625 1.25'X3.84' 1.377* '1 '' 1.877 I MIN. O 0.757 .375 G 1.125 X.624' ROA _--� �-____-- H 2430 Aluminum H 1.500 Ahanusurru oolytl>dwM�We'bride --- I I i 1 &000 Tube 3'7* I 3.250 Tube Mullion 1L .••�• 0�, 1 I I I I I F 2260 1.27 X3.25' F 2.813 30'B MuN OVA I I I 1 p 0760 X.100' F 2.875 45 Ba Mus I 1 I .125' I 1 I I I H 1.500 Mumbsen .125' 45' 2.260" + I 1 I I I 1 3.260 lube Mullion ads Pr uct oatro1 30' H I I i 1 I 11111111/1 45'BAY MULLION 3.250• 1 I I 1 TABLE D a26o• 3(r BAY MULLION 6063.76 ALUM. 1 --- I I ------+ Mull Dimenalon POT Part L, N 8063.78 ALUM. 1 XSECTION I --_ I �_ (sheet MullionrSld Offset CII USIIP Angle Clip .•'�10ENSE '•.F•Q 'i XSECTION I 1'X4'X.125'(10) 89384 BB61/22M 888241M 886518M p OFFSET CLIP No.58705 II .125' 8083-T6 ALUM. 1'X4'X.375'(11) 66810 8B81123M 688242A1 888519M226'J ,981'-4 .225 If•gg1'^i 740' TOPVIEW I*X4'X.37T Ir 01) 66653 6551123FA 688242M S88519M7tiNOTES 1.25'X&25X.105(13) 20180 8561124M 6662410M 6665116M ='O'. r1.25 X3.25'X.624'(14) 20181 ONI126M SM411M 8885118M ��O'•, ` �� 51)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GWEN ON THIS SHEET. S ATE' ' 20162 6661120M 660241M 666517M2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 968849 WA WA 8883110M (�ONAL45 Dopee(20) 88860 WA WA 6683111M A.LYI()llt)AIEt��R,P.E. 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. FL P.E.#58705 . . ... . . . . ... TABLE E , Mull Dimension PGT Part f •• ••• 000 • • ••• (sheet#) 125• 125 C ( ) Mullion SUI.Clip U-Cllp Angle Cllp I '1 r' U411-1 'I I`• • -41 F•.12HY' 0 : • : •••2"X4"X.25'(16) 66802 886281M 666271M 6886112M I • • • • • • • •STANDARD CLE U-CLIP ••• • •2"X8"X.25'(17) 86804 BB8282M 888272M 8665113M 8063-T8 ALUM. 8063-TB ALUM. 808&TB ALUMX.SECTION 2.125• XSECTION 2,000• XSECTIONNOTES: NL •• • • • •• ••• • -125' 00 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING -125' 125 DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATEHOLE LOCATIONS. .,{ Ir1. LU 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1 490' •• • • • • • ••• •• 6.500' � g N CUT HERE TO U �B 3.500'�''j CREATE F-CLIP. 5.000' 375 m to 00 OF 2.000' .375 Y _SEE DETAIL F. .375 .375 �-M W. � 0 m J MIN. SHEET MIN. i, � to � r-------- ---�-- --------� -- -- 2 L ------------1 W k' Ll � I I 10 W Z 4.000' @ -1-- --- --F 3.430' 4 + 3.435 I ------ -I F U Q c .250' rMULLION I 1 3.438' i I Q Z..Z 8083-T8 ALUM. j I I i i Q .O XSTe ALU I I I I I .375 to Z Ir ` ------1--- -------J -- -- L ---------------J MIN. W O L- STANDARD CUP 2X5 ANGLE CLIP U•CLIP,8083-TB ALUM Q g O O CENTER OF ANCHOR HOLE MUST LE 6083T8 ALUM. ED FOR 2'X 4'MULLION.SHEET 16 CENTER OF ANCHOR HOLE MUST UE 6063.76 ALUM. D.- Co I y .250• WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW WITHIN THE DASHED BOUNDARY.SEE TOPVIEW g �'O E'O SHEETS 5.20 FOR THE ANCHOR O.C. SHEETS 5.20 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LE DISTANCE.MAXIMUM ANCHOR HOLE o-T -•� DIAMETER:ANCHOR DIAMETER+1118•. WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER•1116•. SHEETb 5.20 FOR THE ANCHOR O.C. 5.500" DISTANCE MAXIMUM ANCHOR HOLE CUT HERETO DIAMETER:ANCHOR DIAMETER+1116-. 5�. 2.000'— 3.600' -I CREATE FCLIP, . 376, MIN. I SEE DETAIL F. .MIN. .375 - MIN. _SEE MIN. MIN. .375' r----- -- ----- --------+ -- -- r---------------------1 I 1 � � I I I I I I I I i ; essplyhV with Uw Florida CoftI ' ! N. I I I I , I t i •. I 1 I I I 1 I I , , FToduet .250, 6.000" -I - —T-- -—i 4.885 f r 5.438• +—-—-—-—-I I I 1 ; AA 11111111 I I 5.438' 5. LYNN 438' 2'X6•X.25• I ; I i :P,��.•''�\CENSf''•�FQ MULLION 6083-TB ALUM i I I i i x No.58705 XSECTION ; I I .375' - I {/, ----- ------ ---- - -- L---------------------N MIN. -,� N_ Ir %�Q'• ATE F �� COR70 P.•' �� STANDARD CLE U-CLIP 2X5 ANGLE CLIP ��s �C�• .260' 60&3-TG OP VIEW USED FOR 2•X T � 6 'MULLION,SHEET 17 7�EWM , ��NAL- TOPVIEW A.LYS,NN MILLER,P.E. FL P.E.#58705 • ... . ... .. .. . . .. .. . . . . . . . . . . . . . ... . . . . ... EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-1/4'.THE OPENING REQUIRES A DESIGN PRESSURE OF+80.0%60.0 PSF. ' HD ANGIORs IN HEAD 1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITASLE,THE MULLION LENGTH IS 72'AND THE OPENI WIDTF�IS 3Y+32N'=85'.REFERENCING SHEET 25,THE COLUMN USING ® 5!1 --- RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABUS FOR A MULLION THAT IS AT LEAST WOW�FRAME Og}+1/4'AND WILL MEIN MBEXCEFA THE REQINRED LST DESIGN PRESSURE OF+60.01-80.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LAR`ER S /�/AI�18L • • • • • #'1� SE FROM TABLE 3A,SHEET 7,THE 1'X 2.75'X.375'MULLION(LENGTH=72,OPENING WIDTH-7 MEETS THBDEPTY RESU1RED•yOVgVERLE DESIGN gRESSyRE�S N-58.3 PSF AND WOULD ci D ••• • • ••• ••• • p 4 FENESTRAnON DETARS, NOT BE SUITABLE FOR THIS APPLICATION. B Y PRODIICTB SHEETS APPROVAL 2-3 FROM TABLE 4A,SHEET 8,THE 1'X 2.76"X.650'MULLION(LENGTH!72',OPENING WIDTH=701 HAS A DESIGN PRESSURE OF+1-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE La M. OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. N MULL"LENGTH 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOLL4UBS TE /�l AR R�L� l;)812 ANCHORS AIND THE 2X5 0) N m ANGLE CLIPS WITH(4)912 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THfi6TAN�Q0 0 IS AS R•�II '�I.L • • • • • •• • •• 0 UJ DETAILS, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWE•DESIGNPROSSYRERF WiLLIONS ORf ENESTRATION PRODUCTS,WALL J W SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION ANOTTIE FEAES-MATIOM PROBUC•SE•NCWLWAN ACCORDANCE WITH THE 23 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. 2 Q' W IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+/-80.0 PSF.TH�OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 838 LBS.ALTERNATIVELY, W 0 NO ANCHORS P1 WINDOW Sal THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: j M N ~ � J 3z--I ALL w10TH (60 PSF)X LBS =524.9 LBS (MAYBE USED TO QUALIFY 910 StEEL SCREWS FROM TABLE 46) OPEN--ANO WIDTH 72.7 PSF j � � z THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2.318'.THE OPENING REQUIRES A ] Z DESIGN PRESSURE OF+50.0/-W.0 PSF. 4c •t FOR THE VERTICAL MULLION: H Q N 1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32'+72'+1'=105'AND THE OPENING WIDTH IS 36'+38'+1'=73'.REFERENCING SHEET 25, C Z THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-3/8'AND WILL N J EXAMPLE 2 MULTIPLE MULLIONS S o if- MEET MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0/-55A PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. UJ FROM TABLE 3A,SHEET 7,THE 1'X 2.75'X.375'MULLION(LENGTH=108'.OPENING WIDTH=80)MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS N-15.1 PSF D_ 0. MULLWIDTH f` AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. U � Q SHEET 1 THE 2-X 4-X.250'MULLION(LENGTH=108',OPENING WIDTH=801 HAS A DESIGN PRESSURE OF Nb4.7 PSF VVFIICFi EXCEEDS THE REQUIREMENTS d Z ,� N FROM TABLE 12A.S 6, € SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS 2 E` rFENE. DETAILS, tt FENESTRATION SHEETS BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL AOD 2-TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 38'+38'+2'=74',NOT 73'AS PREVIOUSLY o d� sa ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABFE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN THE 73'DWIENSION(35-1/2'*35.1/2^+2"=73'). 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED �RiIDAL ICONCRETE HEADER AND SILL ARE S'WIDE.IF THE MULLION CLIP WkRE TO BE CENTERED WITHIN THE 8',CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE. ERfCAMULLIOR - , - USING THE STANDARD CLIP WITH(6)3116'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-112'GOES AN ANCHOR CAPACITY OF 1050 LBS WHICH 1S GREATER,AND LENGTH SEE SEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. 6OETARA DETAIL E, OPENING SHEETS 2.3 SHEET 3 FOR THE HORIZONTAL MULLIONS: HEIGHT BECAUSE THE VERTICAL MULL WILL BE A 2-X 4-X.250'MULLION,IN.THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS.ALTERNATIVELY,ANOTHER FOR RODLICN'RBBD VIS MULLION TYPE COULD BE CHOSEN. theda MULLIONAooepimw + 1)THE MULLION LENGTH IS 38'AND THE OPENING HEIGHT IS 32'+72�r2'=10825 '.REFERENCING SHEET ,THE COLUMN USING TRAPEZgDAVTRIANGULAR LOADING MAY BE No USED.FROM TABLE 12A,SHEET 16,THE 2-X 4-X.250'MULLION(0 LENGTH-42',OPENING HEIGHT=120')HAS A DESIGN PRESSURE OF+/-170.0 PSF WHICH EXCEEDS THE ma /Za REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APP4ICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 621 LBS. SEE DETAILS, 2)USE TABLE 128 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE W iurJ ade Produa Caird SHEETS WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8'j CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH (4)3/18'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1'GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER.AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 521 LBS. .��pN�LYNN 36'.HDR¢. _ 3S',HORIz. I 4)FOR THE U-CLIP N THE HORIZONTAL MULLION TO VERTICAL.MULLION.USE THE SAME ANCHOR CAPACITY OF 621 LBS.TABLE 12B FOR THE U-CLIP SHOWS THE ANCHOR �.•'�1GENSE•'•.F� MULL LENGTH MULL LENcm� CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS.WHICH IS GREATER.AND THEREFORE SUITABLE.FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF b21 LBS.THE = Q' KING WIDTH FOR VERTICAL MULL----II ANCHOR TYPE IS A 912 STEEL SCREW. :• N0.53705 OPE _ FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: +/-64.7 PSF FROM THE VERTICAL MULLON; •' ��{(rj 1(L% *170.0PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO CMU; ATE F 41 +/-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(NTERSECT104 O THE LOWEST DESIGN PRESSURE IS+/-84.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. •:�COMOA' VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE.OF MULLIONS OR FENESTRATION 5`S�OnJ�t�? PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A•LYNN AIDED,P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.#68705 . • ..• . . . ... .• .. . . . .. .. . . . . . . . . . . . EXAMPLES OF RECTANGULAR LOADING. EXAMPLES OF TRAPEZOIDALRRIANGULAR LOADING: • • ••• RJR t PW • • • • • • • • a I �Y / / 1 (A N SHIDH SHIDH SKw SHlOH • • PW•• PW Z N m N 4 4 4 4 • ; , - . W - L LOADING OF VERTICAL.MULLION LOADING OF VERTICAL MULLIONM 1 SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS i /t / HINGED j SOD �r m LOADING OF VERTICAL MULLION W Z PW 1 LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Q 0. a 1 F- 2 QPW z 0) p / I Q 8 Z N 0 0 / Pw nN' PW PW LU z d o 2 2 I Ft Q SHIDH SHIDHSHIDH SHlDH 1 Q.._j Q O O zeo 'Of o Q� LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION I SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MILLION I PW PW HR I -41 I I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL 1 MULLION 1 P HINGED 1 NOTES: PW i ROD UCf REV DOOR (SED comply"*aWl ,•Flod 1 1)DRAWINGS ARE gA1og06de RERESENTATIONS OF TYPICAL aNO 1 1 PW CONFIGURATIONS. I Pw CONFIGURATIONS NOT SHOWN 1 MAY EXTRAPOLATED FROM D pppppl I / / THOSE SHOWN. 1 2 IF THE LOADING TYPE CANNOT .��TNx LYNN I BE DETERMINED,USE ;.` t\O•• ••<<F �� PW RECTANGULAR LOADING.PW .'.• �LGENSF •,,SPX PW I / _ �� 3)SEE PRODUCTS'APPROVAL FOR Na.50705_ / ACTUAL ANCHOR LOCATIONS. - T+ LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I [� a / 'U'••u`� C S PANEL OF HINGED ODOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL.MULLIONS 1 / '. a-t TAT'1411s F VJ I I � LOADING of VERTICAL LOADING OF HORIZONTAL A LMNN�FIIt,LeFi,P.E. MULLION MULLION FL P.E.#68705 1s°mss y� Miami Shores Village ` " 3 r 10050 N.E.2nd Avenue NEt Miami Shores,FL 33138-0000 " Lk F �"P Phone: (305)795-2204 - coRry Expiration: 03/29/2016 Project Address Parcel Number Applicant 500 NE 103 Street 1132060170930 EMMA DEEDS Miami Shores, FL 33138-2458 Block: Lot: Owner Information Address Phone Cell EMM A DEEDS 500 NE 103 Street MIAMI SHORES FL 33138-2458 Contractor(s) Phone Cell Phone Valuation: $ 14,484.00 PRESTIGE WINDOWS&DOORS (305)820-5999 Sq Total SFeet: 327 Type of Work:REPLACING 13 WINDOWS OPENINGS TO IM Available Inspections: No of Openings: 13 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $9.00 Invoice# WS-10-15-57274 DBPR Fee $3.45 10/01/2015 Check#:5321 $219.90 $50.00 DCA Fee $3.45 Education Surcharge $3.00 10/01/2015 Check#:5320 $50.00 $0.00 Permit Fee $230.00 Scanning Fee $9.00 Technology Fee $12.00 Total: $269.90 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 AFFI AVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction an zoning. F ore,I authorize the above-named contractor to do the work stated. October 01, 2015 Authorized Si nature:Owner Applicant / Contractor / Agent Date Building Department Copy October 01,2015 1