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HomeMy WebLinkAboutSUBMITTED PAPERSDATE: Z - -3 ^ I Z, PERMIT NUMBER I L0Z -00 q, r Re PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue A NEFD Fort Pierce, FL 34982 8), (772) 462-1553 St, LuC1e APPLICATION FOR REPLACEMENT OF WINDOWS, SKYLIGHTS, DOORS & OVERHEAD GARAGE DOORS 1. LOCATION/SITE ADDRESS: Zoz3 "vj L-AA-et-1 OA"- J- rQ 2. PARCEL ID NUMBER: q1-f 2'S - Coo S - b O 4,5 - O OC] - Z 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: 4. TYPE OF STRUCTURE: SFR %C MOBILE HOME OTHER 5. OWNERS INFORMAATION 6. Name., Address: ?�D•23 Nw �.aw�t l OAS �-� City:'] -%'.w► C; State: TC- Zip: '2 'ga Phone: -n2 ' 8"18 - _ 69 Lf CONTRACTOR'S INFORMATION FL Reg/Cert #: L' 2 C o S$O 1-7 County Cert #: ZO S Lf S Business Name• '(�A-ir.A(— Ce+p Phone Number: -112-r Z97- (047(a Windows, Swing Doors, Skylights, Fixed Glass Opening Design Pressure A.S.C.E - 7 Design Pressure Product Manufacture Model # Method of Attachment # Florida Product Approval # 120 mph 1130 mph 1140 mph Windows & Skylights too +80 -8o Ptrr wNZa Qlfeo Exposure B + t.c, -1oS" �dT Exposure C foo - Overhead Garage Doors < 30' - F.B.C. Table 1609.6 (1) + 1609.6 (2) B- Size C- Size 7. VALUE OF CONSTRUCTION: $ �i�4 O _ FEES DUE:' `^-/ RECEIPT: F 3 OWNERS AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in compliance with all applicable laws regulating co uc Uonnd zoning PRINT QUALIFIERS/OWNERS NAME SIGNATURE OF QUALIFIER/OWNER STATE OF FLORIDA, COUNTY OF -erk— L--C'; e- ACKNOWLEDGED BEFORE ME THIS !IO DAY OF I& 20 (Z BY MJ L . 6`1E>r4.a WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED AS IDENTIFICATION. SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY TITLE: NOTARY PUBLIC COMMISSION NU � �IKENNETI NG � 7 D 32 NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENC N.3�YM� P ING �y = EXPIRES: 0vOe er , �7,jf�R • , Bonded'fiN Notary Public Underwriters FEB-27-2012(MON) 12:58 GUkwq,,TRERM ALUMINUM (FRX)77P` 287 9740 JOBEPH.E•. SMITH, CIE] F THE CIRCUIT COURT — SAINT LUCIE COUN FILE # 3677678 OR W- .8365 PAGE 1470, Recorded 02/24/2012 a:-_.•.55 AM P. 001 /001 OdFI1NA11 Corp, MI66CIM PA WAF OWL 771,131.64781 Z 0 Z a 00 it s, rintNrtNUNlaa The undealFad tereby gives noels dut IrnpeowQlent willtx Tede m etetoln rmt prapartZ, end In aaaardanaa wllh Choptav 717i Flwlda Baluter, the lbllowft InfintmWen la provided in Ihte Naki of Cemtneoesaant j{7�yS, (� 7 • W M� • pn O • L �yh I. DEwill. ax OZ �0l�Iw�YY (L ILa pile Ctom Fgmkjftd addr= llnvallaQ TAX IOL10KQ1 1 � (�w 111 7 �0j" CN.. T%fAl7' lLiNr—UNII P` 7.OiNlRALOiiCRIPRONOpINIROYI.aiaNT, wr)�bmw O�,y le��Lw,i�.f 3. Owltil lNFOIiMATf �!L!!9f!}NM1tIdATI0N 1lZNXL►dRlI CONZ�,tQIG fOX TNlIDf4f10Y/;y91�lMr 4 t+elaeeneeCenw ���'ld�' C4P- _�AS�la6g Cy1wK�(1'Y/lr/V-!l/�iL EiYJi'✓e./%d _ - - t WaKu In prepo a 'r•+ro�a.Halo►,uurmeenNeuuu//xla1rQrelm�eeeaowenluwaeeeq� .14A . 1. e. 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L In addldon W hImmifor haeelt Owmerdad�tmo► of W eaarlve a Copy Of to MlIntlel NONp Al provided In seaim .l 1 , FWItuts(• , W, Rag earneererpme, d eadadellaewd b0anen 9. drphetlae dale of node OfoaWmalamnt Ilea aPpinllbn date MAY not hC III&M NaOamPldlON Of COQttIOWOn, And Mal paymmltoMeconvicw, but willhe1ymSandead-ofmax&ILWIWediEiratftNepadLed): U—, a1r�SI SBlRflrt4anasreTuanArT�re►acrttru r� tnrrmvorormruurtma ,T 5'rC U WITH YO gi gEM VreWPenalll QPparfury, t didera 11111 h9Vv road the Meng nacho of eammeimmett and ttuu qle Sw mud thgehe we true W * ewllOWlnd ieP. �r -- x x w( A. (BifMwwofO teror ,tMOWder'aCl'lmn'a I1-1151rumeeMdprovida8lpsta o per) Aathortia O aADiraatov/Parta.rAN,aelu7 9titoof E6fii,a Cougtyof.Alit'- The Poralpdn lrewmmtwtreeknoWlidXed hr&a me Ih� .. K a dy pt� 70 % I>Y /Art A rRouple= 14 Mlhr'Lr*— (Nameofparem) (typoCfaulhnl(y,...ag0 r,vlrareRattamry Ea Inane dfparty an bihalrof w{lom laart9natlt wea eiewud tkrwenllytCnpvpy�aProduaadldanllAgNon_ Type orldattlfludanProdumd MY CON6U8SIONd DDti0T101 f EXPIRES: Novielblr9,f01P M.ID-01.I11 eerdod7eNtNW'tht4i0lJlNerw7lul VATS a; ST. WGIF I ri TH OF ey Da AZ (tif!lAbn of Notary Poblld) (pelet, 7)Pe, a' Blemp lkrnmlraimed Namsorrlum PUNIC) FLORIDA C0LIXTY t 4 .774• Jj(Z.' 1679 BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) - MIAMI-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 . Miami, Florida 33175-2474 T (786) 315-2590 ' F (786) 315-2599 ww%v.mfamidnpl.gol/building/ilome/asp PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials, The documentation submitted has been reviewed and accepted by Miami -Dade County BNC -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami • Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the "expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, Including the High Velocity Hurricane Zone. DESCRIPTION: -GT Seriesin ►lip d M it' ,1'. APPROVAL DOCUMENT: Drawing No. 6262JR, titled "Impact -Resistant AIuminum Mullion", sheets 1 through 18 of.18, prepared by manufacturer, dated 12/13/10 and last revised on.05106111, signed and sealed by Anthony L. Miller, P,E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. AlISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. See Design Pressure (DP) Ratings per tables sheets 5 thru 18 (mullion type, span, opening and clips) 2. See applicable anchors, installation, limitations and mullion attachment to the substrates per sheet 1 thru 4. 3. DP ratings are based on mullion loading types selected and approved Fenestration Products contribution. 4. Lower DP of mullions or Fenestration products shall control for the entire system. RENEWAL of this NOA shall be considered after a renewal application has been tiled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse'of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA, Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. r" WV7ER T ISENIEIv T : 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 itshall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1, as well as approval document mentioned above, The submitted documentation was reviewed by Ishaq I, Chanda, P.E. �Myy €r..�..,_ _ MIAMI-DADE COUPITY NOW ., 9A5 Expiration Date.:26_,_Z0>6 Approval Date: May 26, 2011 5 \\h Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. 'DRAWINGS L Manufacturer's die drawings and sections.: 2. Drawing No. 6262JR,. titled "Impact -Resistant Aluminum Mullion", sheets 1 through 18 of 18, prepared by manufacturer, dated I2/13/1'0 and last.revised on 05/06/11, signed and sealed by Anthony L. Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of Clipped Aluminum Mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL.6443 (samples A-1 thru E- 1), dated 02-28-11, signed and sealed by Marlin D. Brinson, P. E. (The above test report has an addendum letter dated 05-05-11, issued by FTL, signed and sealed by Marlin D. Brinson, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by PGT, dated 08/13/10, 01/04/11 and last revised on 05-06-11, signed and sealed by Anthony L. Miller, P.E. 2. Glazing complies w/ ASTME- 13 00-02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest, prepared by PGT, dated 03/14/11, signed and sealed by Anthony L. Miller, P.E. 2. Statement letter of lab compliance, as.part of above test report. G. OTHER 1. Test proposal # 10-1070-R, dated 01/07/11 approved by BNC. Ski ). LcaH,Aa Ishaq I. Chanda, P.E. Product Control Examiner NOA No 10-0819.05 Expiration Date: May 26, 2016 Approval Date: May 26, 2011 E-1 SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: FOPrNING FOR VERTICAL MULL MULTIPLE SEED Er A! L S MULLIONS \ A-D,G,H; 1 SHEETS 13 SEE DETAILS A THRU G; SHEETS 23 I II / III VERT. MULL LENGTH rrr- LK /SEE DETAILS HORIZONTAL A-D,G.H; MULL SHEETS 23 LENGTH HORIZONTAL MULL LENGTH .ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: MULL TIII �� LENGTH I` I OPEINING L I-_OPENINO--I I I OPENING FOR MULL LENGTH L N HORIZ. 'MULL L SINGLE MULLION SINGLE MULLION SEE CORRESPONDING DETAILS FROM FIGURE 1 ABOVE. GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED, MUST -BE ANCHORED PROPERLY TO TRANSFER LOADS AND,ARE TO BE DESIGNED BY OTHERS. ARCHES TO BE 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLS HAVE BEEN INSCRIBED INSIDE RECTANGULAR TESTED AS"FREE-FLOATING" AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULL CLIPS. - SHAPE L A 6G; I � HEETS 23 I FOR HORIZONTAL MULL 'SEE DETAIL E, SHEETS FENESTRAVION PRODUCTS MAY —EE OF ANY TYPE MUSTRE M1IANUFACTURFD eY POT. I-•—HORI . MULL LENGTH --I vCtt, IWU. MULL I� OPENING FOR VERTICAL MULL :iM�17 CXT_l__IrE�MC1LllONS 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN - PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN LI180. THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. THE CENTER -TO -CENTER HOLE DISTANCE IN MULL CLIPS HAVE BEEN SPACED TO ALLOW FOR THE FULL ANCHOR LOAD. 4) THE MULLIONS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING'CODE, 2DD7 EDITION SECTION 1628. MULLIONS ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS AND ARE IN COMPLIANCE FOR USE IN THE HVHZ. MULLIONS ARE ONLY TO BE USED WITH PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 5) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS 6) USE THE COMBINED SPAN OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 18. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY, 1) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S) B) ANCHOR EMBEDMENT -TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. 0) REFERENCE: TEST REPORTS: FTL-6443: ELCO ULTRACON/CRETEFLEX NOAB; ANSI/AF&PA NDS-20D5 FOR WOOD CONSTRUCTION; ADM-2005 ALUMINUM DESIGN MANUAL INSTRUCTIONS: 1) DETERMINE DESIGN PRESSURE REQUIREMENT FOR THE STRUCTURE. 2) DETERMINE THE DESIGN PRESSURE FOR THE MULLION USING THE ENCLOSED TABLES. THIS DESIGN PRESSURE MUST MEET OR EXCEED THE VALUE FROM STEP 1. IF DIFFERENT MULLION TYPES ARE USED IN AN ASSEMBLY, MULTIPLE TABLES WILL NEED TO BE EVALUATED. FOR MULTIPLE MULLIONS, THE LOWEST DESIGN PRESSURE SHALL APPLY TO ALL MULLIONS. 3) DESIGN PRESSURE FROM STEP 2 REQUIRES THAT THE PRODUCT BE INSTALLED IN ACCORDANCE WITH THIS SHEETSET. 4) VERIFY THE DESIGN PRESSURE FOR THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. SEE EXAMPLES ON SHEET 18. GENERAL NOTES _.._................ .... 1 INSTRUCTIONS......................... »... 1 ELEVATIONS ....... _............. ........ 1 MULL TO 2X WOOD ...... _..... __...: 2 MULL TO 1X & MASONRY ....... ... 2 INSTALLATION NOTES.._..._,.»_._ 2 MULL TO MASONRY.._..........._»r 3 MULL TO STEEL STUD ............. ..... 3 MULL TO MULL...„ .................„.._.». 3 ANCHOR SPECS .... _.......................3 ALTERNATATE CLIPS ...... ... ........ 4 BAY MULL INSTALLATION..........»_ 4 1 X 2 X.125 MULL SPECS ..„........... 6 1 X 2 X .376 MULL SPECS ............. 0 1 X 276 X .376 MULL SPECS......._ 7 1 X 276 X .S6 MULL SPECS...._...... B 1 X 3.125 X .600 MULL SPECS _..... 9 1.25 X 3.18B X .265 MULL SPECS...10 1 X 4 X .126 MULL SPECS ............. 11 1 X 4 X .375 MULL SPECS ............ 12 2 X 4 X .25 MULL SPECS................13 2 X S X .25 MULL SPECS ............ ... 14 1.28 X 211 X .125 MULL SPECS.... 16 30' X &26 BAY MULL SPECS _....... 16 45' X 325 BAY MULL SPECS..._„-17 EXAMPLES 1 8 2.- ...... „...„...„_..._1B gx nppmved as mmpwagwillt tw Florli Wlding Code Date M II NOA9 �� •6' BViaml Dade p oductCGn, 8Y �?�L•���.H-��. DETAIL A: MULLION TO 2X WOOD BUCK OR WOOD FRAMING MUI!AETA IL"a 1 N ATSTA,'CHED 7. X QOD BUCK AND`MASONRY AND SEE TABLE B, , ATTACHMENT SHEETS BY OTHERS, SEE NOTE 1, I I MULLION SHEET I. SEE 1 I EErrHERTHE e I I 6.17 FOR HOE .d • I CONCRETE OR CMU �. ' EDGE LOCATK)NS - • DISTANCE, 1EDGE m ° I • SEE TABLE LL '°DISTANCE EDGE DISTANCE SHEET3 11FOR WOOD'°1-°FOR MASONRY SCREWS ° < ' . I I I ' ° - ANCHORS .25D"MAXFOR d ° I I • SIDE VIEW ALL MULLIONS 4, e EITHERTHE 4. a ° e �./� ° • • a: ° v STANDARD OR (_s OFFSET MULL d e EXTERIOR ° ' CLAPMArBE e. , a'•.. Ge a •' ° WSTALLED BV 'd EDGE - THL4METHOD. ° ° - z DISTANCE FOR ° e' , - MASONRY a. 44 _ ANCHORS EXTERIOR e d ° Y TYP.ANCHOR PER SUBSTRATE, TYP. ANCHOR SEE TABLE B, SHEET TYP. ANCHOR PER SUBSTRATE, PER SUBSTRATE, SEE TABLE B, SHEET 3 BUCKSTRIP SEE TABLE B. SHEET 3 EDGEIEND AND 7-- DISTANCE T - ATTACHMENT EMBEDMENT SEE TABLE B, EMBEDMENT:'_­..;r:-•::.; -. } 13Y OTHERS, . BUCKSTRIP SHEETS SEE NOTE I, A14D SHEET 1 EY > •. ATTACHMENT' BY OTHERS '.' `,;`. �: .:. "• '`.:. .• ••.:. I•. �' •,'MIN:-1.,... •.: , •'ii' -'.e •- •� SEE NOTE 1. SHEET I. '•••'; i,-,:-=,: •••. MIN 2.71(SICONCRETE OR CMU ' ' , • , ... ' •r"�+ R9N2.7KSICONCRETEORCMU FRONT VIEW _ MIN z 7 KSI cowcRETE oa cnrtu� ' TABLE A. PARTS SIDE VIEW FRONT VIEW INSTALLATION NOTES: 1) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON ANCHOR OR ELCO 1/4" CRETE-FLEX MASONRY ANCHORS PER TABLE B. SHEET 3. 2) FOR WOOD OR METAL APPLICATIONS USE ANCHORS PER TABLE B. SHEET 3_ 3) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE I=OR PICTORIAL REPRESENTATION 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 FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 5) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. THE ANCHOR HOLES IN THE STANDARD AND OFFSET MULL CLIP MAY BE COUNTERSUNK. Mull Dimension PGT Part# Mullion Standard Clip OltsetCllp U•Channel IX2X.125 66605 666113M 666111BM 656243M 1X2X.375 666006 688114M 6661119M 686244M f1iJCS'75'X!3751 7 6115M 6661120M 666245M 1XZ75X.65 666� 666116M 6661121M 656246M 1 X3.125 X.600 68637M 6661116M 8661114M SW24M 1.25 X 3.188 X.265 66641 M 6861117M 6661113M 56624M 1X4X.125 69364 666111M 6661122M 666241M 1 X4 X.375 66610 66112M 6681123M 666242M 2X4X.25 66602 66M 1M 2 X 6 X 25 66804 SM2M 1.26X2.11 X.125 69370 666 30 Degree 66849 660 45 Degree 66650 668 Apprevod agv+mpltimg -m to - ttlerl4! Bal Code Detr 9G ` 1M014 / O L Mkml Dark Prwluct Comrdr - By VNNNN * No.56705 �iO� • STA E II • �� 0 .- ��'�iisS�ONAL A. LYNOILLO P.E. -- FL P.E,# 58705 DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE r HE ORULL BE BY OD. EXTERIOR 4 EDGE DISTANCE ° FOR MASONRY ' ANCHORS TYP.ANCHOR PERSUBSTRATE, SEE TABLE B, THIS SHEET DMENT' 4' MIN. MIN 2.7 KSI CONCRETE OR CMU FRONT VIEW TABLE B. ANCHnas I I TYP. ANCHOR I I I PER SUBSTRATE, I I I SEE TABLE 8, THIS SHEET EDGE DISTANCE FOR MASONRY F ANCHORS e ° .Q AND 4TTACHMENI BY OTHERS, SEE NOTE 1, SHEEr 1. TYP.ANCHOR PER SUBSTRATE, SEE TABLE B, THIS SHEET Lj EDGE DISTANCE — S_EE TABLE B, MIN 2.7 KSI CONCRETEOR CMU THIS SHEET SIDE VIEW # Substrate Anchor Minimum Embedment Mln. Edge Distance Concrete (min. 2.7 ksi) 1/4" Elco UltreCon Concrete (min. 3.35 ksi) 1/4" Elco Crete -Flex SS4 Ungmuted CMU (ASTM G90) 1/4" Elco UltreCon 1-1/4" p_1/2" 1/4" Elco Crete -Flex SS4 1-1/4" 2-1/2" Trcrete (mi 7 ksi Concrete (min. 3.35 ksQ 74 E trBLbr1 114' Elco Crete -Flex SS4 1-3/8" I.. Ungmuted CMU (ASTM G90) 1/4" Elco UltraCon 1.1/4^ 1^ 1/4" Elco Crete -Flex SS4 1-1/4'• 1-3/4^ C P.T. Southern Pine #12 Sheet Metal Screw (G5) 1-3/8" 3/4" 1/4" Elco UltraCon 1-3/8" 1" 1/4" Elco Crete -Flex SS4 1-3/4" 1" Aluminum, 6063-75 #12 Sheet Metel Screw (G5) 0.125" 1/2" Steel Stud, Gr. 33 #12 Sheet Metal Screw (435) 18ge (0.048"} 1/2" A36 Steel #12 Sheet Metal Screw {G5) 1893 (0.048") 7 1/2" DETAIL E: —+ .126• MIN. MULLION TO MULLION INTERSECTION - NOTES: 1) MAY BE INSTALLED IN "TEE" OR "CROSS" VAINTERSECTIONS. ' 2) MAYBE INSTALLED HORIZONTALLY (SHOWN) OR Ll - VERTICALLY. 3) SEE INTERSECTION CLIP DRAWINGS, SHEETS 5-14 FOR CORRESPONDING MULLION AND ANCHOR TOP VIEW QUANTITIES. MULLION VARIES - . TYR ANCHOR -PER SUBSTRATE, tE SEE TABLE B, THIS SHEET. MULLIONLU-CLIP ECTION U•TER SEE SHEETS ' 5.1T FOR HOLE ' FRONT VIEW LOCATIONS x EDGE DETAIL D: MULLION ATTACHED TO STEELSTUD FRONT VIEW EXTERIOR DISTANCE SEE TABLE B, THIS SHEET NOTES: 1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD ANCHOR VALUES MAY BE USED. SIDE VIEW 2) SEE CORRESPONDING MULLION TABLES, SHEETS 6-17. FOR QUANTITY OFSCREWS. . . . F TYP. ANCHOR PER SUBSTRATE, SEE TABLES. THIS SHEET '\ SEE SHEETS 5.77 FOR HOLE LOCATIONS FOR STEEL STUDS THINNER THAN 18 GA AND COMPLIANT WITH THE FL BUILDING CODE, A 2X WOOD BACKER MUST USED. SY IPpfur dx, wzugllLM;,, • - PMrlda aul•. ® ;Code DNe ?ram. i ® • Mhnnr Dmlr Product Coolro} Dy Isk �rll�r�,•"a•�.. '_ * ® * No. 5B705 EDGE At (y DISTANCE SEETABLEB, fl II � 4/� "A ••• p E F SHEETS F(OR\�p:•'• �4 s910NA%-', .� SIDE VIEW A. LYN�I lkL'R, P.E. FI P r 11 FATn. INTO WOODISTEEUAL. EXTE(7T44 DETAIL F: FIELD -MODIFIED MULLION CLIP DETAIL G: ANGLE MULLION CLIP SIDE VIEW SEE SHEM TOP VIEW SEE SHEETS 0-17 FCR HOLE 8.17 FOR HOLE LOCATIONS LOCATIONS STANDARD MULLION CLIP I j TYR ANCHOR MODIFIED TO FIT FIELD PER SUBSTRATE, CONDITIONS. - 1 SEE TABLE B, SHEET cb I I I j MULLION 1 1 1 I I I I I rXr X.12S I I ANGLE CLIP, 2 PER MULLION EI, MUST BE INSTALLS - I I INSIDE OF MULL. I i � 1 I O b Ls EXTERIOR DETAIL H: BAY MULLION INSTALLATION TOP VIEW SEE SHEETS I 6-17 FOR HOLE I LOCATIONS - I j TYP.ANCHOR 1—PERSUBSTRATE, ' I / SEE TABLE S. SHEET I I EXTERIOR I � , rX2'ANGLECUP. - 2 PER MULLION END, MUST BE INSTALLED INSIDE OF HAYMULL EMBEDMENT - - 1 EDGE DISTANCE SEE TABLE SHEETS \ HOLES TO BE DRILLED _ IN -FIELD, SEE SHEETS 617 - .v'pprovtd oe �+.il+lTl fit M� (♦jl Q IWFIELD, SEE SHEETS 547 \ EDGE DISTANCE FOR HOLE LOCATIONS. FNd4n it b Cock MIN. FOR HOLE LOCATIONS. 1 SEETABLER o , 1.00• MIN. SHEETS 1 0JT0 CONCRETEICMU .We •I.00• 0—c INTO CONCRETEICMU _L EXTERIOR MMIn k ' Rcrh 15Maq Cnnllal a - EDGE DISTANCE - ! Hy S„IL�.S �• 4�•��L�,� EDGE O '! -. SEE TABLE B. O ..0: SD IISTANCE MIN..375 EOOE SEE MIN. 1.00' DISTANCE I MASONRY .e SHEET3 •'s a'• --. SGE O/5)• \\ TABLE B, SEE TABLE S. ANCHOR;�-- Q .a'-•: .e. �TgaLEaDF' ``\\ y�,`IN.......... ((F.Q SHEETS SHEETS SH ET'3 ` 0�. DENSE O :.O - NOTES FOR INSTALLATION OPTIONS F AND G• t 02 rnnsoNRrEXTERIOR • .• : ANCHOR _ - _ * : - �C �` 1) DETAILS F7, G1 AND G2: IF ALL ANCHOR LIMITATIONS FROM THIS SHEETSET ARE _ MET, THEN THE FULL DP OF THAT MULLION MAY BE USED, PROVIDED THAT THE MASONRY NOTES FOR INSTALLATION OPTION H = a G o� . ;''2 OVERALL SYSTEM DESIGN PRESSURE REQUIREMENTS ARE MET. HOLES TO BE DRILLED ANCHOR 1) USE 2 ANGLE CLIPS PER MULLION END. CLIP MUST BE INSERTED INSIDE 5S E P C9 2) DETAIL F2: IF ALL ANCHOR LIMITATIONS FROM THIS SHEETSET ARE MET, THEN HALF IN-FlELD, SEE aHEETB 6t7 1) MULLION. ,n FOR HOLE LOCATIONS. _ - �i r0�'•.•, FLOF\Q� OF THE DESIGN PRESSURE OF THAT MULLION MAY BE USED. ����F`SSIONPR. 3) DETAILS F1, F2, G1, AND G2 ARE NOT APPLICABLE TO THE 2X4, 2X8 OR BAY MULLION. 2) SEE CORRESPONDING MULLION TABLES, SHEETS 16 & 17, FOR QUANTITY 4) SEE SHEETS 5-12 FOR CORRESPONDING MULLION AND ANCHOR Q+JANTITIES. OF SCREWS. A LYNFI fuIILI R. P.E. . FL RE# 58705 -\_TYP. ANCHOR PER SUBSTRATE, SEE TABLE B, SHEET 3 INTO CONCRETEICMU EXTERIOR Fp F2 tDE31GN PRESSURE • LIMITED HOLES TO BE DRILLED 1"X 2" X:126" TUBE MULLION AND CLIP 200� 126' MULLION 6063-T6 ALUM. IL .125' XSECTION T INTERSECTION . U4;HANNEL CUP 6083.76 ALUM. TOPVIEW 1 ALWAYS USE 2 SCREWS 0226' PER CLIP mm MIN..376'N. 6" STANDARDCLIP8083- 6 ALUM. OPVIEW6, E EXTERIOR 8TANDARO CLIP •126' 6o63-T6 ALUM. 20ID0" XSECTION I r.128• E MIN. OFFSET 6083-T6 A TOPI a INTERSECTION U-CHANNELCUP 8083-TB ALUM. XSECTION USED IN MULL INTERSECT- IONS ONLY y�'1. .77b'J •740' 1-- TABLE 1 B TABLE 1A t x 2 x .125 Rectangular loading Design Presaum (Ibagll) Alum. Tuba Mullion Opening (Vorlical or Halkantal) ' 50 In 891n 701n IID'In g0 in 100 in 1 120 1 140 in 1801n Anrhotantl SubelmtO77p% A B C A 8 C A B C A B C A B C A B C A B C See Table 8 A B C A B C B 0 lAnchorcl 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 421n 91 91 91 74 74 74 83 63 63 55 65 55 48 49 49 44 44 44 38 36 38 31 31 09 27 27 27 481n S2 62 62 50 60 50 43 43 43 37 37 37 33 '20 33 33 29 29 24 24 24 21 21 21 16 16 to .°y 50.125In 53 53 63 43 43 1 43 35 36 38 32 32 32 26 28 28 25 25 25 21 21 21 18 18 18 16 18 18 44 44 39 38 36 30 30 30 20 28 28 23 23 23 21 21 21 17 17 1- 15 16 16 33 33 27 27 ZT 22 22 22 18 '10 19 17 17 17 15 16 t5 28 25 23 23 23 19 1B 19 17 17 17 i6 15 16 41nIS 25 25 20 20 20 17 17 17 i6 15 19 19 1p to 18 19 16 16 NOTE: THE ROW HEADING V OF ANCHORS" ON THE TABLES REFERS TO THE STANDARD AND OFFSET CLIP ONLY. , 1 a 2 x.128 TdengulerRrapexoldel Loading - Design Pmmm (lbdgr) . Alum. Tube N Opang (Ve-tiwl or Horizontal) _ .Mullionso in 1 BO in 701n 80 In 901n 100 in - 120 In 1401n 100 in Anehoreno Suba6ete7ype, See Table B A 8 C A 8 C A 8 C A B C A B - C A B C A 8 C A 8 C A B C , A olAnchom 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4. 2 2 4 2 2 4 2 2 4 2 2 4 42In 130 190 130 1IS 118 110 108 108 108 104 104 104 104 104 104 104 1D4 104 104 104 104 1D4 104 1D4 104 104 194 48 in 84 84 84 73 73 73 67 1 87 57 03 63 63 at at et 61 61 at a1 61 et Et e1 at 61 61 01 60.626In 71 77 71 0? 82 62 Se S9 68 62 52 52 SO 50 50 49 49 49 49 49 49 49 40 49 49 49 49 Is54 h1 57 67 67 50 60 50 45 46 45 41 41 41 39 39 39 38 30 9e 3B 39 66 30 30 30 38 38 38 eO In 41 41 41 35 38 33 32 32 32 29 29 28 27 27 27 28 26 26 26 28 25 25 26 25 28 26 25 Z 89In 35 35 35 30 30 30 21 27 27 24 24 24 23 23 23 22 22 1 22 21 21 21 21 1 21 21 21 21 21 88 In 31 31 3t 20 28 26 23 23 23 21 21 21 19 19 19 16 18 1S 17 17 17 17 17 17 t7 17 17 .+J 5 721n 781n 78 In 29 23 23 20 20 20 17 17 17 16 t6 18 16 76 18 20 to 20 18 20 1e 17 is 17 is t7 to 15 15 15 TABLE NOTES: 1) LINEAR INTERPOLATION BETWEEN SIZES AND/OR DESIGN PRESSURES IS ALLOWABLE. 2) SCREW PATTERN APPLIES TO BOTH THE STANDARD AND OFFSET CLIP. 3) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. ' 4)THE STANDARD AND OFFSET CLIP MAY BE COUNTERSUNK. THE INTERSECTION U-CUP MAY NOT BE COUNTERSUNK. 5) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 6) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULAR/TRAPEZOIDAL LOADING TABLES (TABLE 1B). FOR FENESTRATION PRODUCTS WHERE NOTALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE 1A). ALLOWABLE - SCREW PATTERNS INTO CONCRETE/CMU • 0 1111 0 61- INTO WOOD/STEEL/AL. Q M z�a N - � X Q O,, Act Fkn.i�+Irn„Er�� NQAc� ' Mb4ni Urt>•: ,�7��tr� Caw . ' !fir isk"1,�.�C..L•. t._.:.�a.. - � �ululllr tvNIN ND.50705 Orm, i �� '•. FLORIOp` �\ o,�``• A. LY, P.E. , , FL P.E.#58705 1" X 2" X .375" TUBE MULLION AND CLIP I-1.000'—I INTERSECTION U-CCLIP 2000' -126" 80MT6ALUM. W0.226' 8' TOPVIW1.125" MULLION USE, 6063-76 ALUM. L XSECTION .371T T r-.725' 5.w INTERSECTION 4.760' MIN..376' 2.82D' 1.OBb' 37y U-CHANNELCLIP 6063-78 ALUM. XSECTION MULL USED INMULL STANDARD CLIP 1.129" _1 976' 'I- 1.1 6' INTERSECT- 6063-T6 ALUM. _t IONS ONLY TOPMEW E EXTERIOR 7z6. ] •740. I— TABLE 2B I STANDARD CLIP .125' 6003-Te ALUM. 2.0I D' XSECTION I r.126' d MIN. I 1.128' OFFSETCLIP 6083-TB ALUM. 1 TOPVIEW 11"!- MIN. .376' .375' TABLE 2A 1 x 2 x .378 Rectangular Loading - B B Design PreatuM Obsrt7l) ' Alum. Tube Mullion OPening (Vertical or Horizontal) 60 in 60 In 70 in 1 60 in Win I IDO In I 12D In 1401n 160 in Anchor end - Substrate Type, A B C A B C A B C A B C A B C A B C q B Sea Tale B I C A 8 T42 B C 0 ofAnehom 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 2 4 42 in 118E- 11B 108 '81 f09 89 89 99 89 81 69 78 b4 78 71 49 71 b8 40 SB Bt 35 30 44 48 1n 101 101 92 71 82 89 61 69 60 53 60 53 47 53 48 42 48 40 35 40 34 30 34 30 27 30 50.8251n 68 81 as 70 67 70 Be 68 Be 61 b0 51 46 45 45 41 40 41 34 34 34 29 29 29 25 25 25 0 541n 72 72 72 68 66 58 49 49 49 42 42 42 37 37 37 33 33 33 28 25 28 24 24 24 21 21 21 60 In 63 63 63 43 43 43 38 36 36 31 31 31 27 27 27 26 25 26 20 20 20 17 17 17 15 15 75 631n 46 48 46 37 37 37 32 32 32 27 27 27 24 24 24 21 21 21 18 18 18 16 16 , 16 BB in 40 40 40 33 33 33 2B 28 28 24 2, 24 21 21 21 19 19 19 16 16 16 72 in' 31 31 31 26 28 20 21 21 21 18 18 18 18 18 18 781n 70 27 27 27 Z2 Z2 22 18 1e 18 18 18 10 76 in 25 25 26 20 20 20 17 17 17 15 15 16 NOTE: THE ROW HEADING "# OF ANCHORS' ON THE TABLES REFERS TO THE STANDARD AND OFFSET CLIP ONLY. . 1 x 2 x -3M TdangularrTMpozcidal Loading Deaign Pro&tura (lbife) , Alum. Tube Mullion Opening (Vertical or HorlxontaU 60 In so in 70 In Bain 901n 1a1)in 1 1201n 140In 1 1601n Anchorand Subalrete TYPa, Sea 7obfe B A B C A B C A B C A B C A B C A B C A B C A B C A B C OofAnch= 2 2 4 2 2 4 2 2 4 2 2 4 1 2 2 4 2-1-2-F4T 2 2 4 1 2 1 2 4 2 2 4 421n 170 738 170 170 128 170 170 110 170 189 118 189 189 116 118 109 18B 118 188 1BB 118 189 169 110 18B 8 48 In 138 HB 13B 11a 103 118 109 96 109 103 9f 103 100 BB 89 98 89 BB BB B9 89 g8 .89 69 99 60.825in 115 107 115 100 95 100 g0 Be 93 e6 81 81 130 80 8o 80 80 8o 80 80 M 80 80 54 In 93 03 93 01 81 91 73 73 e7 e7 64 84 jB4e2 62 82 82 B2 82 62 62 82 02 62 62 a01n 67 e7 67 a9 68 60 51 61 $1117 47 47 4442 42 41 41 41 41 41 41 41 41 41 631n 57 67 57 49 48 49 44 44 40 40 $6 S6 33 33 33 33 33 33 33 33 33 Z gain 60 6D 6D 42 42 42 JB 38 34 34 30 30 30 28 ZB 28 2B 28 ZB ZB ZB 2e 72 In 39 38 38 32 32 32 ZB ZB 28 2e 28 28 *24- Z2 22 22 ZO 20 20 ZO 20 20 ZO 20 20 701n 32 32 32 27 27 27 24 7A 21 21 21 21 18 18 18 1I 17 17 19 10 16 10 18 18 g 78 m BOb 3a 19 3D 19 30 1g 25 10 Z6 16 25 18 ZZ 22 n ZO ZO 20 17 17 17 15 16 16 _ _ J —i TABLE NOTES: EXTERIOR 1) LINEAR INTERPOLATION BETWEEN SIZES ANDIOR DESIGN PRESSURES IS ALLOWABLE. 2) SCREW PATTERN APPLIES TO BOTH THE STANDARD AND OFFSET CLIP. 3) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 4) THE STANDARD AND OFFSET CLIP MAY BE COUNTERSUNK. THE INTERSECTION U-CLIP MAY NOT BE COUNTERSUNK 5) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 6) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULAR/TRAPEZOIDAL LOADING TABLES (TABLE 2S). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE 2A). SCREW PATTERNS INTO CONCRETEICMU • o o • INTO WOODISTEELIAL. NJ 19 c5te o'a -PrLrulm4 r r ra+Ny1eT71r)1S BH , Fbrli"X q('nM _ NO NOAB 1pgeva5 ' Miami Dade Product Coal,`- _ _T �11111111/rr� IYNN 1411- 4p * : 140. 58705 ���� • STi R1OP ; ate=: AIL R. P.E. INTERSECTION B• U-CHANNELCLIP 6063•T8 ALUM. TOPVIEW ( 1.199• ALWAYS USE 2 SCREWS PPJ2 CUP 0.225• MIN..375' — 4.7 N. INTERSECTION ----2.620• f 1 .375" U-CHANNEL CLIP STANDARD CLIP 6063-T6 ALUM TOPMEW 1 EXTERIOR .126• STANDARD CLIP 2.OIDO' 6D0345 ALUM. J XSECTIDN I r.1217 Lt 9053 TO ALUM. 2126' xslxnoN (ISED IN MULL 5, fN7ERSECT- fONSONLY � I .740' ♦` .125• o.ouu- MIN. .1 I r .376' � 376• v 1,129' I -i- 0.312' OFFSET CUP 006346 ALUM. TOPVIEW ,w,° EXTERIOR TABLE NOTES: TAR[ _PAR TABLE M 1 x a.75 x .376 Recangular Loading Design Prosaum QbsW) Alum. Tube Mullion Opening (Varilcal or Horizontal) - - 50In Lgg-` 70In 50 In 1 90 In 1001n 20 In 1 140In 1601n AnWwand Sut" to Type, A B C ,,,.���9� �916 C A B C A B c A B C A B C A B C A 8 C" A B C See Tabla B PofAnchm 2 2 4 -� 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 427n 119 97 119 1,, f09 99 59 BB 59 61 89 79 54 79 71 49 71 60 40 60 51 35 51 45 30 45 48 In 128 85 128 108 71 117 92 51 10B al 63 g9 72 47 80 55 42 82 64 35 88 46 30 fig 40' 27 61 60.825 In 123 81 128 102 87 120 BB 58 111 77 60 102 58 45 91 61 40 61 51 34 e5 44 29 58 30. 25 51 641n 115 78 131 95 83 123 82 64 109 72 47 95 64 42 85 67 38 76 48 31 83 41 27 64 1 36 24 47 60 in 103 68 120 85 57 98 74 49 82 65 42 71 57 38 62 52 34 66 43 28 48 37 24 39 32 21 34 g 63 In 99 85 104 82 64 65 70 48 71 61 4D 61 64 36 64 40 32 48 40 27 40 34 23 34 30 20 30. 86 in 91 62 91 74 51 74 82 1 44 52 1 54 1 39 54 47 34 47 42 31 42 35 26 35 30 22 30 28 19 28 721n 71 57 71 58 47 Be 40 40 49 42 35 42 37 31 37 33 28 33 27 24 27 23 20 23 20 18 2D 76 In Si 64 01 49 45 49 42 38 42 38 34 36 31 30 31 28 27 28 23 22 23 19 19 19 17 17 17 76 In 58 62 68 45 44 46 r39 37 39 33 33 33 28 29 29 28 28 28 21 21 21 18 18 18 1B 18 18 90 In 37 37 37 W 30 30 28 26 26 22 22T227 19 19 19 17 17 17 Be In 31 31 31 25 26 25 21 21 21 18 1.181 1B 18 18 18 login 22 22 22 1B 18 15 16 15 16 111 in ?D 20 17 17 17 l:Llt'UNLY. W CC CV U x Qa r- npprovcd s •-, - D41T NOAO_ DT�•0�1 >b9Mwr1 nrdc I'm Iuct L'ua 1lului(y OSE . ND.5g1o5 1) LINEAR INTERPOLATION BETWEEN SIZES AND/OR DESIGN PRESSURES IS ALLOWABLE. = * 2) SCREW PATTERN APPLIES TO BOTH THE STANDARD AND OFFSET CLIP. O USED IN EXAMPLES W 3 ON SHEET 18 ALLOWABLE SCREW PATTERNS ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. INTO CONCRETE/CMU INTO WOOD/STEEUAL. . % c SE 4) THE STANDARD AND OFFSET CLIP MAY BE COUNTERSUNK. THE INTERSECTION U•CLIP MAY NOT BE COUNTERSUNK. • c • • • • • ��'�� SSIONP M�P.E.. 6) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 6) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULAR/TRAPEZOIDAL LOADING TABLES (TABLE 3B). A LYNt� {MjLLER, FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE 3A). �, r, 1 x 2.75 x'375 TdangulaFiTmPmoldal Loading Daxlgn Promuro Qbxltt� Alum. Tuba Mullion Opening (Varlieal or Hodzonaq so in I 6o in 70 In I 60 In 90 in 103 In 120In 1401n 1001n Anchor end Substrate Type. See Tabla B A B C A B C A B C A B C A B C A B. C A 8. C A B C _ A B C W olAnchge 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 22 4 2 2 4 42 In 170 136 170 170 128 170 170 119 170 170 116 170 170 110 ITO 170 lie 170 170 118 170 170 115 170 170 110 170 48 in 170 116 170 167 103 170 145 98 WO 139 91 170 135 89 17o 135 69 170 135 59 170 135 Be 170 135 69 170 50.625In I. 107 170 145 85 t70 134 88 170 127 83 168 123 81 163 121 EO lot 121 BO 161 121 BD 181 121 80 161 64 In 150 95 170 133 87 170 122 60 161 114 75 162L21 45 107 70 141 106 70 140 100 70 140 105 70 14D 0 in 6613 131 88 151 116 78 +90 104 69 118 97 84 toe98 89 FB BS 66 67 92 86 57 92 BB 67 92 631n 123 81 130 005 71- 1131 97 64 99 90 59 9084 80 54 80 78 51 79 76 51 76 76 51 76 661n 112 78 112 96 67 08 BS 60 65 77 55 7772 O9 60 68 83 47 63 83 47 63 53 47 63 721n ge 88 ge 73 8D 73 84 53 64 65 49 6653 50 43 50 48 40 46 44 3B 44 44 39 44 781n 73 64 73 82 $8 62 54 60 64 q9 48 4945 42 40 42 38 37 38 36 95 36. 38 35 38 781n 67 62 67 57 64 57 50 48 50 45 44 4541 38 38 38 34 34 34 33 33 33 32 32 32 P961n 90 in 43 43 43 35 38 38 32 32 32 28 28 28Z6 24 24 24 21 21 21 19 19 19 18 18 18 login 111 a 35 25 23 35 26 23 36 25 23 90 zt 19 30 at 19 302826 21 1B 19 17 18 17 26 18 17 23 10 15 23 15 15 2321 le 15 19 19 18 17 17 17 16 16 15 15 15 16 I" X 2.750" X .650" TUBE MULLION AND CLIP rim 2.750'j j MULLION L 7cB3-T6 ALUM. X�SECTION INTERSECTION UCHgNNEL CLIP 80133. 083 TB ALUM. TOPVIEW ALWAYS USE 1.312 .51P 2 SCREWS PER CLIP 0.225 5.50o' MM. 376' 4.750' MIN. 2.I 1.0w 375' STANDARD CLIP 6003-TOP ALUM. I + .376' 1.312' 1.129' 0.312 q EXTERIOR F 1 126• STANDARD CLIP 2.000' 6083 TB ALUM. XSECTION I r.125' 129" OFFSET CLIP 6003-TB ALUM. TOPVIEW Lt .376' A76• EXTERIOR MIN. .376• i J�.125' INTERSECTION I LI-CHANNEL,CLIP 6063-TB ALUM. XSECTION 2.125' USED IN MULL j IMERSECT- EONS .12b'J •740" I� TABLE NOTES: Q 1) LINEAR INTERPOLATION BETWEEN SIZES ANDIOR DESIGN PRESSURES IS ALLOWABLE. 2) SCREW PATTERN APPLIES TO BOTH THE STANDARD AND OFFSET CUP. 3) ALL MULLION CUPS MAY. BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 4) THE STANDARD AND OFFSET CLIP MAY BE COUNTERSUNK. THE 114TERSECTION U-CLIP MAY NOT BE COUNTERSUNK. 5) SEE SHEETS 2.4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 6) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULAR/TRAPEZOIDAL LOADING TABLES (TABLE 4B). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE 4A). TABLE 4A 1 X 2.76X A60 Re4lengular Loading Design Pmtsure (IbdRr) Alum. Tube Mullion Opening (Vorgcal or Horizontol) Solo SO In 70 U BON go In 100 N 120In 140In 1B0 In Anchor ano Substrate Type. A B C A B C A B C A B C A B C A B C A B C A B C A B C See ToNa B 1, dAnch" 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 42 In 119 97 +19 109 81 109 BB BB BB Be 81 BB 70 61 78 71 49 71 60 40 60 51 35 61 46 30 45 48 In 129 85 126 108 71 117 92 61 108 01 63 Be T2 47 BO 65 42 82 54 35 68 48 3D 50 40 27 51 50.826In 123 81 128 102 .87 120 88 58 111 T7 $0 102 85 45 01 61 40 81 51 34 85 44 20 58 38 25 51 64 In 115 78 131 00 83 127 62 54 108 72 47 05 64 42 85 57 38 76 48 31 64 41 2T 65 38 24 48 60 in 103 08 136 68 87 115 74 49 05 65 42 66 67 33 76 52 34 69 43 20 67 37 24 49 32 21 43 83 in BB 65 130 02 64 108 70 48 BB 82 40 77 55 39 87 49 32 80 41 27 40 35 23 42 31 20 37 `o as In 04 62 114 78 61 B3 W 44 78 59 39 67 52 34 Sg 47 31 62 39 28 43 34 22 37 20 19 32 72 in 66 57 88 72 47 72 61 40 111 62 35 52 46 31 48 41 28 41 33 24 33 28 20 26 25 18 25 2g, 761n 70 54 78 62 45 02 52 38 52 45 34 45 39 37 39 35 27 35 28 22 28 24 19 24 21 17 Zt qr 7BIn 70 52 70 67 44 57 48 37 48 41 33 41 38 29 36 32 28 32 28 22 28 72 18 22 20 18 20 BON 46 45 48 3a 36 98 32 32 32 ZT Z7 27 24 21 74 21 21 21 17 tY 17 16 15 13 S sell 36 36 3a 31 31 31 20 26 26 23 23 23 20 20 20 10 is 18 108 N 27 27 n 22 ?2 22 10 is 1B 18 18 18 ill In 25 25 25 21 21 21 17 17 1T 15 15 to 120 N 20 20 20 is 16 16 TABLE 4B NOTE: THE ROW HEADING 'W OF ANCHORS" ON THE TABLES REFERS TO THE STANDARD AND OFFSET CLIP ONLY. 1 X 2.76X.650 TdangularlTrapazoidal Loading Dedgn Pramre (1-117) Alum. Tube Mullion Opening (Vertical or Hodzontol) 60 in W in 70 In 80 In goin 1001n 1201. 1401n 1SOIn An.h..n0 Sub.tmte Type, See Table 8 A B C A B C A 8 C A B C A Is C A B C A B C A B C A It C # olAnohom 2 2 4 2 2 4 2 2 4 2 -2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 42 In 170 138 170 170 128 170 170 119 170 170 110 170 170 110 170 170 118 17D 170 115 170 170 116 170 170 Ile 170 40 N 170 115 170 167 103 170 145 98 170 139 01 170 135 89 17C 135 88 170 135 80 170 135 89 170 135 69 170 60.626 in 183 107 170 145 95 170 134 88 170 127 03 188 123 81 le3 121 80 161 121 80 161 12l 80 161 121 80 161 64 In 150 98 170 133 67 170 122 80 161 114 75 152 110 72 146 107 70 142 105 70 141 108 70 141 100 70 141 ^ solo 131 B6 170 11ff 78 163 104 B9 139 97 64 129 92 60 122 89 88 116 68 67 114 68 57 114 80 57 114 63 In 123 81 182 108 71 139 97 84 123 g0 68 112 85 66 105 82 54 W 78 81 94 78 fit 94 78 51 94 $ 861n 116 78 140 101 87 120 B1 BD f08 84 55 e8 70 52 Be 76 50 84 72 47 78 71 47 78 71 41 78 72In I. B9 107 81 80 01 B0 53 90 72 49 72 as 45 W 62 43 02 57 40 S7 85 39 55 56 39 55 L 7e In 80 54 00 77 5B 77 87 50 07 61 48 81 66 42 50 62 40 52 47 37 47 45 30 45 44 35 44 b78 In 63 02 83 71 54 71 62 48 B2 W 44 68 61 41 61 47 38 47 43 35 43 41 34 41 40 34 40 90 in 64 63 64 45 45 45 40 40 40 35 35 35 32 32 32 30 30 30 28 T8 28 N 21 24 23 23 23 N 06In 44 44 44 37 37 3T 32 32 32 29 29 20 28 28 28 24 24 24 21 21 21 10 19 19 16 +a 18 10810 31 31 31 T8 28 28 22 ?Z 22 20 ZO ZO 18 18 iB +0 10 10 1111n 120In 28 22 T6 ?? 28 22 7A 1B 24 +D 24 19 21 18 21 16 21 18 1B 1B 1g 18 18 1B i6 16 18 O USED IN EXAMPLES ON SHEET 18- ALLOWABLE SCREW PATTERNS INTO CONCRETE/CMU INTO WOODISTEEUAL. td oY n0pml;ed Florida 1':1; . rr..: MIamI Dade Prodnel Cue .luuurflr. VYNN 58T05 as 101. 7s7S1ONAL�.•�. A. L' I IIv1ILL�2, P.E. FL P.E.# 55705 I" X 3.125" X .500" TUBE MULLION AND CLIP MIN..375 STANDARD CLU (1083-TB ALUM TOPVIEVI MIN. ERSECTION B U-CHAMNELCLIP V30* 6063•T6 ALUM. ,511' TCPVIEW ALWAYS USE 3 6.600" 4.7fi0" 2.620• M 1.065" •3i I 2.00 I 0.312• ! EXTERIOR .1T6• STANDARD CLIP 2.000" 6003-TO ALUM, XSECTION I 126• OFFSET CLIP 6083-TOALUM. TOPVIEW .125'—{ut" u .740' —1^--•1 .375 EXTERIOR IL .125"-•� f-- INTERSECTION CLIP CLIP (1063 TB ALUM. XSECTION. 2.125" I W 1.7{l� .125'- •740` 1- - MIN. .375' TABLE 5A 1"x3.126"x Rectangular Loading Cedgn Proa-m ObSW) .60VTulle Mull Tube Mull Opening (Vortical or Horizontal b01n BON 70 In 60 In 0o V1 tOD In 120N 1401n lo01n Anclror mxl SubaVals Type, Sea Tebl. B A B C A B C A B C A B C A B C A 8 C A B C A B C A B C N ofAnchofe 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 42 N 11B 97 170 109 et 109 BB uB 00 89 81 BB 70 t>! 79 71 40 71 60 40 50 81 u[St 1 45 30 45 481n 128 05 126 108 71 117 02 et toe 61 53 BB 72 47 80 05 42 02 64 35 68 49 303 40 27 51 50.625 In 123 81 12a 102 67 12D as 58 111 77 50 103 88 45 04 01 40 Be 91 34 72 44 29 38 25 54 941n 115 78 131 98 63 123 62 54 116 72 47 107 64 42 05 57 38 88 48 31 71 41 271 38 24 54 80In103 68 135 68 57 128 74 4B 110 85 67 38 86 52 34 77 43 28 54 37 245 32 21 48631n W BS 130 02 & 173 70 40 t 65 38 82 4B 92 74 41 ?7 81 35 233 31 20 46 04 82 138 78 51 117 67 44 T 52 34 74 47 31 60 99 28 54 34 22 7 20 19 41 72 In —78 88 67112 72 47 D1 62 4D 48 31 68 43 28 51 38 24 42 31 20 38 27 18 31 SZ In 82 S4 9S 68 45 78 58 38 05 31 34 86 45 30 49 q1 27 44 34 22 30 2D 18 31 20 17 27 Fn 78 trI 80 62 e8 68 44 72 57 37 91 50 33 f:2 44 29 46 40 28 41 33 22 33 28 1B 28 25 16 25 90 to 58 45 be 48 3849 10 32 40 35 ?0 35 30 25 30 Z7 23 Z7 22 10 22 1B 18 iB 18 70 1n 48 42 48 40 35 40 33 30 33 2B 27 20 25 24 25 22 21 22 18 18 to 15 15 15 1. 112. 34 34 34 28 28 28 24 24 24 21 21 21 10 18 1e 15 16 18 In 32 25 32 28 32 TS 28 21 29 27 2e 21 22 19 22 16 ?2 19 1B 15 18 15 1B 16 17 17 17 15In TABLE 5B ""' c: I HE ROIVV n -1 r.,... MO U14 I M= IAHLtb hltt•tt75 TO THE STANDARD AND OFFSET CLIP ONLY. 1"x 3.12r x TdangularlTrepuzoldal Loading Dedgn Pressure (Ibaln?) .600" Alum Tub. Mun Opening &rtflial Or tWdzontal) Anchor and SUWVaIo Type, 8tm T.N. B a ofAncllon e01n q B C 2 2 4 60 In A e C 2 2 4 70 In A B C 2 2 4 so In A B C 2 2 4 so In A B C 2 2 4 1001n pLC 2 4 120In A B C 2 2 4 140 In A B C 2 2 4 1601n A B C 2 2 4 421n 170 1311 17. 17. 128 ITO 170 118 170 170 116 170 170 118 170 ITO 11e 170 170 116 770 170 110 170 170 !1"d 170 4111n 170 118 t70 157 107 170 145 98 170 139 91 170 135 89 170 135 89 170 135 Be 170 135 wr 170 135 09 170 50.60In 183 107 171) 145 BS 170 134 B8 170 127 83 170 123 81 170 121 80 170 121 eD 17C 121 60 t7o 121 90 170 61 In 160 98 iTo 139 M 170 122 QO 170 114 75 170 110 72 183 107 70 160 10e :0 150 108 70 159 109 70 1S9 SO In 131 88 170 115 78 170 104 68 168 07 04 145 92 60 137 88 58 128 B8 57 129 88 57 12B Y 631n 123 81 170 100 71 161 07 84 145 90 59 135 89 68 127 82 !., 117 75 bt 117 76 51 117 Zi 88 In 116 78 170 101 67 181 91 60 134 84 S5 121 7B 52 113 76 50 100 71 47 80 71 47 99 721n 114 68 135 Ot 8o 115 e1 63 101 75 49 81 70 84� 68 43 X82 72 60 39 70 80 3B 70 7E In ee 84 114 95 68 B7 7650 85 60 48 ,7 64 42 70 81 40 SO 54 30 57 64 35 56 DS e2 106 62 54 00 79 4- 78 IT 44 70 82 41 54 59 38 61 51 34 67 51 34 51 _ eD In 9In 80 67 59 37 45 57 50 40 60 46 38 45 40 34 40 37 31 37 33 28 33 30 28 30 29 25 29 ge In 96 48 68 47 42 47 41 37 41 39 34 38 33 31 33 30 29 30 27 26 27 24 24 U 24 21 23 708In 30 30 30 33 33 33 28 7A 26 26 25 2e 23 23 23 21 21 21 i6 1B 19 1B 18 18 15 16 15 111 in 38 38 38 30 30 3D 28 ?e M 23 29 23 21 21 21 18 10 19 16 18 10 15 15 15 120 U ze. 28 29 24 24 24 21 21 21 15 1e 1e 15 76 1e to 16 15 TABLE NOTES: 1) LINEAR INTERPOLATION BETWEEN SIZES AND/OR DESIGN PRESSURES IS ALLOWABLE. 2) SCREW PATTERN APPLIES TO BOTH THE STANDARD AND OFFSET CLIP. 3) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 4) THE STANDARD AND OFFSET CLIP MAY BE COUNTERSUNK. THE INTERSECTION U-CLIP MAY NOT BE COUNTERSUNK. 5) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 6) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULAR/TRAPEZOIDAL LOADING TABLES (TABLE 5B). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE SA). ALLOWABLE SCREW PATTERNS INTO CONCRETE/CMU INTO WOOD/STEEUAL • 0 • • • • • isp� Gv¢d 9s ps. !�.:• • . iQp4lde fr- . 7(1�Igmt Dade Product l:uni ; - —�111I11fIlL. 1 E MIN..376 STANDARD CLU 6063-T6 ALU6 TOPI/IEV .338` INTERSECTION 2(26' .61177 U-CHANNEL CLIP 806346 ALUM � . TOPVIEW ALWAYS USE 4SCREWS 0225 PER CUP 6.501) 4.760' M 2.620"37-8" 1.129`..2.8I EXTERIOR STANDARD CLIPBOB3-T6 ALUM. xSECTION IN. 2S 5` INTERSECTION -1 r--•125- CLIP U-0063-TO LUM, 6063-TB ALUM, XSECTION USED IN MULL INTERSECT- 2.12S IONS ONLY � .128 .740. 1— N. .375' TABLEBA "iBLE 6B t6"x3.19ex Tdangu .205" Alum Tube Mull 60Anchor a7dubetrutelypa, A BSee Table B 1.25"x 3.186"x Rectangular Loading Dealgn Pramm (Ibstle) .26 Tub AlumOpening(Vortical Tuba her AnchorandSubatmte orHortzontel) 701n BO In 98In f00 In 12D In 140 fi 160 in Type, SeeTable B0(Anchom A B C A B C A B C A B C A B C A B C A B C A B C A B C 421n 481n BO In 63In 661n 2 119 126 123 -------------------- 103 99 94 86 82 BD 69 2 97 65 81 78 88 65 62 67 54 52 46 4 119 120 120 131 135 -------------------------- 136 136 112 98 89 59 2 109 1C8 102 111 86 82 78 72 66 68 a8 2 81 71 67 63 67 54 51 47 4576 44 38 4 f0999BB 117 120 123 128 123 117 91 72 4B 2 92 68 82 74 70 67 82 58 67 40 2 61 59 54 49 48 44 40 38 37 32 4 998961 lea 111 115 110 105 98 77 66 61 40 2 et 77 72 85 82 69 54 51 50 35 2 63 60 47 42 40 39 35 34 33 28 4 89 99 103 107 98 92 66 66 65 52 35 2 79 72 68 64 67 55 62 4B 45 44 30 2 54 47 45 42 38 36 34 31 30 29 25 4 79 90 94 95 86 82 74 58 49 48 30 2 71 85 61 67 52 49 47 43 41 40 27 2 49 42 40 38 34 32 31 28 27 26 23 q 71 82 88 86 77- 74 66 51 44 41 27 2 60 54 51 4B 43 41 39TB 36 34 33 22 2 40 35 34 31 28 27 24 22 22 19 4 60 68 72 71 64 '61 55 .42 36 33 22 2' 61 46 44 41 37 35 34 31 29 29 19 2 35 3058 2B 27 24 23 22 20 19 19 18 '4 61 61 61 55 63 47 38761n 31781n 2898In 19 2 45 40 30 30 32 W 2B 2 30 Tl T5541n115 24 21 20 79721n 4 45 b150.8251n 54 48 46 2E 98In 49 108fi34 42 34 49 34 40 28 35 28 40 28 33 24 30 24 33 24 29 21 27 21 29 21 25 1B 24 ,8 26 18 22 16 21 161111n32 22 18 1B 18 15 16 1b 26 28 28 22 22 22 19 19 191201n 26 25 25 21 21 21 16 .-P—oalwa0ing e .37b'64 In 150 98 170 133 97 60 In 331 BB 170 16 760.312' 63In 123 81 170 108 7t3.282•691n 110 78 170 101 67 OFFSET CLIP 6063TOPM 7.782' 4.125 7211 104 09 135 91 so TOPVIEW W I95 Z 76 In 98 64 114 e6 58 82 100 62 64 .882" EXTERIOR 380In BB 63 68 67 45 TABLE NOTES: x 98In 68 49 66 47 42 LINEAR INTERPOLATION BETWEEN SIZES ANDIOR DESIGN PRESSURESIS 108In 39 39 39 33 331) ALLOWABLE. III in 3s SB 3s 30 302) SCREW PATTERN APPLIES TO BOTH THE STANDARD AND OFFSETCLIP. 1201n 2e 28 2e 24 243) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND -CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 4) THE STANDARD AND OFFSET CUP MAY BE COUNTERSUNK. THE INTERSECTION U•CLIP MAY NOT BE COUNTERSUNK.ONS AND INSTALLATION METHODS. SEE SHEETS 2-4 FOR CTS ANCHOR nSIDES 6) FOR FEN STRATION RODU6) WHERE ALL FOURRARE ANC I RED TO THE SUBSTRATE, USE THE TRIANGULAR/TRAPEZOIDAL LOADING TABLES (TABLE 6B). FOR FENESTRATION PRODUCTS WHERE NOT ALL ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE 6A). FOUR SIDES Ooggn Pmea9 (Iba(R')Openln0 (Vorticel or Horizontal) Sin 601n OO fi 1001n -120In 740 N 18Din B C A B C A B C A B C A B C A B C A 8 C 4 2 2 4 2 2 42 2 q170 170 118 170 170 110 170 170 its 170170 135 89 170 136 89 170 135 69 170170 121 80 170 121 80 170 121 80 1701B0 106 70 169 106 70 169 108 70 159132 88 67 129 80 67 129 B6 67 120122 78 61 117 78 61 117 78 61 117107 72 q7 100 71 47 99 71 47 99Rlo79 62 40 72 Bo 39 70 Bo 39 70O886937806436S7 64 35 68 MbIml Dde Pnn4rcl Conlror 0o 54 35 64 fit 34 61 51 34 61 B\i `�S37 33 28 33 30 283028 230 27 28 27 z4 24 24 23 23 23 ��`(N21 18 to 18 1910 10 16 fs 15 �QC:' NSE19 17 17 17 16 16 15 h:Joe 1%0- ALLOWABLE SCREW PATTERNSINTO CONCRETE/CMU INTO WOOD/STEEUAL. i0 •. FLiA.LYNIARP.E. 1"X-4" X .125•' TUBE MULLION AND CLIP 4A00' .126• MULLION 6063•70 ALUM. XSECTION .125' T 6.500' MIN.376' 4.750• MIN. I- 2A2D•--1��.005,-1 j-376• 4- STANDARD'CLIF 6083•TB ALUM TOPVIEVY 0312' — "- 1 O 01 3.6 1-JL I tKIUR 12W STANDARD CLIP 2 6083 T6 ALUN. 1 XSECTIDN -126' I= 9 -—u.uuu MIN. MIN. 375•---� 4'7�'—�� I� 376• 1.12tl'ry I I v-0312• A01T OFFI I BOBS TBS ALU L O _ �e'6�J I TOPvII4EwEW IT EXTERIOR .611• 3124' INTERSECTION U-CRANNEL CLIP SM3•T8 ALUM. TOPVIEW rrA� WAYS USE L4SCREWSla PERCLIP 0.226' •-•1 (�.126• INTERSECTION UCHgNNF1 f9.IP 8083•TO ALUM. XSECTION 2.126• USEOINMULL 1 wrERSEcr- lONS ONLY 740' 1- .121i . ALLOWABLE SCREW PATTERNS INTO CONCRETE/CMU • O O • O O O O ME_ INTO WOOD/STEEUAL 0 0 o c • o o • •o o • TABLE 7A 1 x 4x.125 R4cten0ulerloedln9 DedOn Pm=N ObvRr) ' Alum. Tube MMIIIan Openln0 p/erticel or Hod:onnp W to 1 W in ro In W In BOin 1001n 12D In 1401n ISO In Alaw wW SMbe1n14 Type, See Tell.8 A. S C p B C A B C A e C A B C A S C A B C A B C q B . C 8 o1M4h4o 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 42 In 110 97 tie 109 81 109 09 69 W 89 61 BB 70 54 19 71 49 71 60 40 60 61 35 61 45 30 45 40 b 128 85 120 103 71 117 92 61 10e 61 53 09 72 47 BD 65 42 62 54 35 W 4S 30 M 40 27 61 W.826 to 123 el 128 "102 'ST 120 88 58 111 77 W 103 BB 45 % 81 40 80 61 30 72 M 28 01 3B 25 51 641n 111 76 111 96 63 IM 62 64 115 72 47 107 04 42 95 67 38 BB 48 31 71 41 27 61 36 24 54 60 In 103 68 135 60 57 123 74 49 110 65 42 96 57 38 85 62 34 78 43 28 63 37 24 54 32 21 47 x 63 In 99 85 138 82 54 123[71 4S 104 62 40 89 65 39 70 49 32 69 41 27 57 35 23 49 31 20 43 0 68 In 94 62 138 78 51 114 44 86 60 39 82 52 34 72 47 31 63 30 25 52 34 22 44 20 19 39 72 In 86 87 118 72 47 96 40 01 64 35 70 48 31 61 43 28 54 36 24 44 31 20 37 27 10 33 76 In 82 64 101 08 45 62 3869 61 34 60 45 30 52 41 27 48 34 22 38 29 10 32 28 47 28 761n Be 62 04 68 44 78 37 64 W 33 55 44 2B 48 40 25 43 33 22 35 28 19 30 25 16 25 901n 62 46 62 51 38 61 32 43 37 28 37 32 26 32 29 23 20 23 19 23 20 16 20 17 17 S 90 In 51 42 51 42 35 42 35 30 36 W 27 30 27 24 27 24 21 24 19 to TO 18 15 15 1DSIn 30 38 38 30 30 30 25 25 28 22 22 22 19 19 19 17 17 17 min 1201n 34 27 34 27 34 27 20 2Z 28 22 2e 22 33 18 23 t9 2, 19 20 16 20 18 20 18 to 16 13 16 18 18 TABLE 7B 1x4x.126 Tden uter7Tn mtdd Loading O P 9 Oe410n PnanllbN" At...Openln0 Muullionlll.n (Vedlul or Hodeonteq 60N 1 60 In 70 In I Sol. BON 1 100 to 1201n 1401. 1601n Anchor and Sul,.W.Type, See Table B A B C A B C A S C A B C A B C I A B C A B C A B C A B C 8o7AA5— 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 1 2 1 4 2 1 2 1 4 2 1 2 4 42 In 170 136 17OF1701 1281 1T0 ITO 119 170 170 116 ITO 770 116 170 170 116 170 170 118 170 170 118 17011701118 170 48 in 170 116 170 157 103 170 145 98 170 139 Bt 170 135 89 170 135 69 170 135 89 170 133 69 170 135 0o 170 6MB261n 163 107 170 145 OS 170 134 88 170 121 63 170 123 01 170 121 80 170 121 80 IM 121 80 170 121 60 17D a 541n 150 08 17D 193 eT 170 122 80 ITO 114 75 170 110 72 163 107 70 180 106 70 159 108 70 158 106 70 169 60In 131 60 170 115 Te 170 104 89 166 07 84 145 92 e0 137 89 66 130 86 57 125 88 57 125 68 57 125 63 In 123 81 170 108 71 161 97 04 144 90 69 131 09 Se 121 62 54 115 70 51 108 7B 61 IDS 76 51 108 68 In 116 76 170 101 61 140 81 60 130 84 65 118 79 62 109 76 50 102 72 47 85 71 47 94 71 47 04 72 In 104 09 143 91 60 1 122 81 0 107 75 1 49 96 TO 1 48 69 1 68 43 83 81 1 40 1 75 W 32 72 60 39 72 Z 6 76 In 9e 64 121 85 6e 103 75 60 0o S9 46 e1 6d 42 74 1 of 40 69 69 37 1 63 54 30 60 64 35 69 781n OF 82 111 82 64 05 73 46 03 67 44 74 62 41 eB 69 38 83 64 35 67 62 34 54 61 34 54 90 In 72 63 72 61 45 61 53 40 63 47 38 47 43 34 43 39 31 39 35 20 35 32 28 32 1 31 25 31 i 961n 59 49 59 50 42 W 43 37 43 30 34 >D 35 31 35 32 29 32 28 28 28 28 ?! ?e 24 ?7 ?A I08In 41 41 41 35 35 35 30 W 39 27 27 27 24 24 24 22 22 22 19 19 19 17 77 17 16 18 18 III in 38 38 38 32 32 32 20 28 28 24 24 24 22 22 22 20 20 20 17 17 17 16 16 18 120In 30 W W 26 25 26 22 22 22 19 1B 19 17 1T 17 /6 t0 16 TABLE NOTES: 1) LINEAR INTERPOLATION BETWEEN SIZES AND/OR DESIGN PRESSURES IS ALLOWABLE. _ 2) SCREW PATTERN APPLIES TO BOTH THE STANDARD AND OFFSET CLIP. 3) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 4) THE STANDARD AND OFFSET CLIP MAY BE COUNTERSUNK. THE INTERSECTION U-CLIP MAY NOT BE COUNTERSUNK. 5) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. B) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULAR/TIWEZOIDAL LOADING TABLES (TABLE 713)_ FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE 7A). eppinved 91 �a11 me F1odd6 DaA. noLit j Mleml Ued. 1'tvdurl cot:-----. -•' •c �T r No.5BT05 JF PLOft%'D Cl 17 SSIONA - A. LYtS�IIlV(UR, P.E. FL P.E.# 58705 1" X 4" X .375" TUBE MULLION AND CLIP r--1.ODV-j 41 W .126' MULLION 8063•TB ALUM XSECTION .376• I 1.128• I '�' STANDARD CLIP- O 0053-T6 ALUM •3 I O TOPVIEW V--r EXTERIOR .125• STANDARD CUP 2ZW- 008]•Tfi ALUM XS.= 1 AW OFFSET cup �� /•'� 6053•TO ALUM �7Z/ TOPVIEW O O EXTERIOR TABLE 8A .fill• 3.1241 1.425' INTERSECTION U-CHAIME.CUP 6083 T6 ALUM. TOPVIEW ALWAYS UbE 4 S:REWS Q PERCLIP 0.226• INTERSECTION U-CHANNEL CUP 0083 TO ALUM XSECTION 2.126• USED1NfitI7LL /N7ERSECT- 1 IONSONLY .12SJ •740• F- TABLE 8B SCREW PATTERNS INTO CONCRETEICMU MIN. O O o O .375• Ir • O o ° O O O • 00000000000MINOR-00000000000®0 ®�ommm0000mmoamammfamommmmm®�m�m s�mmmmm®ommmmommmmmoommomomanmmm m�®mmmmmnm®©mommmmmon©mma©©mmmmo ®m®m�®0��©mm�ommmnm0am®mm®mm�� �}®� mamom®mmoomommommmmaom©m©©mmanl .00mmm®oommm�onmmmamaommmo©oamm ®omm®mmommanimmmw000mmmomomom©mm ' �,00momooaommommmmmm®®oo©mmnoomm �oommmmommoammaomoommmonammm©on s�omommnnmo©monmmmmon® Mammon a0 m no mommmmoommmmmmmmm©mammmo m mom©mmm®mmomommaomaom®mnmm nm n ®omommmmmm®©®©m©mn®©mmomom Imo®©m©anon®©om©mmm®®m n 1 n4-376 T11eng016rrTnpe:oldel LeedIng Oe.10n P+eewr.(d+NA) Alum. Tube Mullion Opening p7eruml Or HodtOnteq 501n solo 1 70 In 'Bolo Bain 100 In Hain 120 in 1401n 1 101. Anchor' Sub.11ete Ty Sea Table B A B F. A B C A • C A D C A B C A B C A B C A B C A B C A B C O.tAncM!e 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 421n 170 138 170 170 120 170 170 11B 170 170 Ila 170 170 lie 170 170 "a 170 ITO 116 170 170 118 170 170 110 170 170 115 170 481n 170 116 170 157 103 170 145 88 170 139 91 170 135 89 170 135 89 170 135 69 170 135 89 170 135 89 170 135 89 170 50.826In 167 107 170 145 95 170 134 88 170 127 63 170 123 111 170 121 80 170 121 80 ITO 121 80 170 121 80 ITO 121 80 170 641n 160 98 170 133 87 170 122 BO 170 114 79 170 110 72 163 IN 70 IN 100 70 15B 106 70 160 100 70 169 100 70 169 6o In 131 Be 170 118 79 770 104 89 160 W 64 f15 92 80 137 89 56 132 87 57 130 88 67 128 60 67 129 88 57 129 Wln 123 81 770 toe 71 161 97 84 146 90 fie 135 65 fie f27 82 64 122 80 52 110 Te 9t 117 79 81 117 78 61 19 = $ Go in 710 78 170 101 87 151 91 60 130 84 55 128 79 62 1111 76 50 113 73 48 109 72 47 107 71 47 105 71 47 106 72 In IN 69 IN 91 60 135 81 53 121 -75 40 111 70 48 104 68 43 90 63 42 85 02 40 02 60 39 60 00 39 s9 781. 98 64 148 85 59 127 78M55 9 48 103 64 42 Be 61 40 91 6s 38 87 58 37 84 64 98 81 64 '35 80 666g� 781n 96 82 141 82 64 123 737 44 100 62 41 93 59 38 57 68 37 83 54 35 60 52 34 77 51 U 78 j BD In BO 63 112 0B 45 9! et55 3B 79 61 34 67 4B 31 81 45 30 57 43 28 54 40 20 60 39 25 48 ZIN B61n 74 4B OZ % 42 77 5B51 34 60 47 31 64 44 2D 60 41 27 40 99 26 44 38 24 40 35 23 36 In 04 43 84' 54 37 54 471 28 41 37 26 37 34 25 34 32 23 32 3020 37 26 1B 2fiIII In 59 41 58 49 35 4B 435 28 30 34 26 34 31 24 31 29 22 20 27 21 27 24 18 24 22 10 221201n 48 38 40 30 32 3B 340 26 30 27 23 27 24 21 24 23 20 23 21 1B 21 10 17 10 17 15 17144In 27 27 27 22 22 22 1017 17 17 18 15 16 1) LINEAR INTERPOLATION BETWEEN SIZES AND/OR DESIGN PRESSURES IS ALLOWABLE 2) SCREW PATTERN APPLIES TO BOTH THE STANDARD AND OFFSET CLIP. 3) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. , 4) THE STANDARD AND OFFSET CUP MAY BE COUNTERSUNK THE INTERSECTION U-CUP MAY NOT BE COUNTERSUNK 6) SEE SHEETS 2.4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 6) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE. USE THE TRIANGLUARiTRAPEZOIDAL LOADING TABLES (TABLE 813). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE BA). Florida lla�• I.,,.. Nl3,\If MMmi Unck Prrvlucl Cm ..\I11111114.- 2" X 4" X•.25" TUBE MULLION AND CLIP 275' O,O 1.344• INTERSECTION Q U U-CHANNEL CLIP 3A3T e08370A_UM TOPVIEW AL WAYS USE I 6 SCREWS PF.7t CLIP .837' -1 INTERSECTION �r.121V U-CHANN0. CUP dOd3 7d ALUM. XscECTION 1 USEDlRMULL 2126' lMERoECT- STANDARD CLIP I 2.000• IONS OMY •12V (I063 ALUM XsEcnoN 1 -12V 18f0`�76 O 1.344• I O t71 jL I STANDARD CLIP 6063-TO ALUM TOPVIEW O Q . O EXTERIOR MIN. .37V ALLOWABLE SCREW PATTERNS INTO CONCRETE/CMU • o o • O o o O 0 0o O m INTO WOODISTEELIAL. [E— TABLE BA ��mo�mmmomommmmoommoomomommoc� ��m�mm®mmmmmm©}mmmmmo©�����©� m�o®��®oommmmmmmmmmm®©�®m��m TABLE AS m7 mmommommm000mmmmmommmmommmm �immmmmm3moomoE3lmmmmmm3 E30ommm3mom mmwommmmmoommmommoommmommomm l®mmmmmmmmmm=mmmmmwmmmmm mmmmmommmmmmmmomommommmomom mmmoommo®mmmmmmmmmommmmmmom mam_ m TABLE NOTES: 1) LINEAR INTERPOLATION BETWEEN SIZES AND/OR DESIGN PRESSURES IS ALLOWABLE. 2) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 3) THE STANDARD CLIP MAY BE COUNTERSUNK THE INTERSECTION UCUP MAY NOT BE COUNTERSUNK. 4) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 5) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULAR17RAPEZOIDAL LOADING TABLES (TABLE 9B). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE 9A). . ppmveJ or ron:T>>j,,�siH: tM Plor4te 9u c Lw� NOApROA# ' MIAMI 09de PMJUcf CA LNNN .1lnurrr! �� `Z`O�•• ENS �� ��: Ic ISo.58705 tu SIX 4C�'••. �sS(ONA�- A. LYWIWIL R, P.E. FL P.E.# 68705 2" X V X .25" TUBE MU LIOON AND CLIP '-•1 i'--126' STANOAROCU 8063.70 ALUM.. XSECTION l _ . 2 I r.i26' E MIN. .376• �>s t344• 1 o 0526' 11 F I 6.43T INTERSECTION U-CHANNELCUP _ 606VT8 ALUM. O .To MEW 10 aLwarsusE e SCREWS I PER CLIP -837' INTERSECTION TABLE 10A 000000000000000000001111110 000000000000000000oo Ann"mon ®moimmmm000000mo now moom000moo m�m®®},mmmmool� O��m0�0�m�Q}�mR®� '®" Im�101�' IfiilO" ®®®mpl�mol�ool�o©�©mOm Oo© m ®®®®®®®m�INifFo�000l�ol�momoo0l��0 o®®®m®oL},00m®o}®momol-oLomo}momoom ' mmmmmmm®m®�liilmTmt,t©�ool8fioolioo©��� m®m®m®®�®�©IiY lifi�®�olm�oo ol�ol�©m ®01=300000000017 ' ®Omoommmmmmom � c3m; momm®mmom�mmQlmma wommom ®�®®mmmm®iDomm ®oommam0000©m mmmiaimm®OD®omm©oLmo�mommmomoom �momlalm®ommm000 m00000 m000m mm ®ol�oom00®©�� O�o®000®m�®oo®� ®®©�ool�ool�oomo�oo©o�®ool�o©©o l=m0®m©mmmmmmOmOm®mmmmmmmommo ®moomoomm00000mom0000mmmmmoo U•CHAN14ELCUP 6083-To ALUM. TABLE 10B FUSED2126' USEOMMULL1 INTERSECT- IONV ONLY 016 ALLOWABLE <` 1 SCREW PATTERNS 1344' INTO CONCRETE/CMU 1.715* ' ' Ia.3tz• o o a o - — 4A )r 2.000• O o o O 6A, • oa • . OIO INTO WOOD/STEEL/AL. STANDARD CLIP 6063 TB ALUM. l • o o • TOP VIEW O O O • o o • EXTERIOR - 2ezo • o o • • o o • 0000000a00000011,IN 0000all 0000n00000000000�0000000000 ®mmmmmmmmm[�mmmmmm�mmmmmmmmmmm �mmmmmmmmmmmmmmmmmmmmmmmmmmm o�mmmmmmmmot,mmoommommmmmwnommmm l�l�ol�ol�oli'Iililiol�ool�l�oolm l�l�Im IW l�l�ol�o m0000moommo®oo®oomoo®oo®oo®o moo moomoomoomommommommommo ��mom®0000m®oomomoomoo®oo®oo mmmmmmmommmmmmmmmmmmmmm il7mmmmmmmmmmmmmOmmOm®mi0mmmmmm �mmmmmmmmm©mmommumomOlmmlA®mmm �mmomomommoommomoo®ommoomoom l omm mommammom�mommommommom fY'iif�mMIM0©mn mo1mIYO!�I}�,}ommomm ®�l�omml�l��®oW ±omm }a}ml�l�lii� ®ml�l�®IYml�llil ii�0000� 17m00313 mommmmom ®Do mmmmmommu©m©mm TABLE NOTES: O USED IN EXAMPLES 1) LINEAR INTERPOLATION BETWEEN SIZES AND/OR DESIGN PRESSURES IS ALLOWABLE. ON SHEET 18 2) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GP/EN ON THIS SHEET. 3) THE STANDARD CLIP MAY BE COUNTERSUNK THE INTERSECTION U-CUP MAY NOT BE COUNTERSUNK. 4) SEE SHEETS 2.4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 5) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULAR/TRAPEZOIDAL LOADING TABLES (TABLE 10B). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE 10A). r-91 V-' woold N11N1111YPA 'af "' :'I.w,l R':ii] iN11 FIBdA6 Bubw; i.vtc IIIIII( No,58705 ' s6Io o•O�.S G A. L NeJIMILWk P.E. FL P.E.# 58705 R.9D.D* MULLION .083-T6 ALUM f----2.000'---I .375' 500• 1.75V 126 CLIPANOLE + 6063-TB ALUM. .TOP VIEW 0.312• .376' EXTERIOR USE 2 CUPS PER MULL END --{ 1�.125• 2.000' CLIP ANGLE I 125• 6083 TB ALUM. JI— � XSECTION ALLOWABLE SCREW PATTERNS INTO CONCRETE/CMU O • i-o'4 INTO WOOD/STEELAL. C ly• TABLE NOTES: 1) LINEAR INTERPOLATION BETWEEN SIZES AND/OR DESIGN PRESSURES IS ALLOWABLE. 2) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 3) THE CLIP ANGLE MAY BE COUNTERSUNK. 4) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 5) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULAR/TRAPEZOIDAL LOADING TABLES (TABLE 11B). FOR FENESTRATION PRODUCTS WHERE NOTALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE 11A). TABLE 11A 1.26"x 2.11" x RoclSular Loading n 0 g Design Preswre (IbaJflr) .125" Alum Opening (Vertical or Hoizontal) Tube Muil SO In 801n 701. 60In 1 90 in 1001n 160 in Anchor andSubsbale Type, A BB TCA C A B C A B C A B C A B C A B C Sea Table B 0 olAnchom 2 1 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 42 In IV 97 117 90 51 08 81 69 81 70 61 70 83 64 63 60 49 56 35 30 35 48 In 80 60 60 65 85 65 65 55 55 48 46 48 42 42 42 38 38 35 24 24 24 sme251n 69 69 69 68 Be Be 47 47 47 41 41 41 28 36 36 32 32 32 20 20 20 1 64 In 57 57 57 48 48 46 39 39 39 34 `o 34 34 30 30 30 27 27 27 17 17 17 •@ 801n 42 42 42 34 3/ 34 28 29 29 25 25 1 25 22 T2 22 18 19 19. 63 In 37 137 37 30 30 30 25 25 25 22 22 1 22 19 ' 1B 19 17 17 17 $$QZ us In 32 32 32 28 26 28 22 22 22 19 19 18 17 17 17 i6 15 15 j 72 In 25 25 26 20ti 20 17 17 17 16, 15 10 76In 21 21 21 17 17 16 16 16 7Bin 20 20 20 18 18 TABLE 11B 1.25" x 2.11" x .126" Alum Tube Mull Trlonguler/Tropezoldal Loading Dadgn Pm=m pbsi tt) Opening (Vertical or Horizontal) SO In 801n 70 In 801n g0 in 1001n 1601n Anchor and Substrele Type, Sae Tabla a A B C A D C A 8 C A B C A B C q 8 C A B C A ofAnchem 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 42 In 167 13B 167 149 126 149 139 110 139 135 116 135 134 116 134 134 118 134 134 116 134 H 48 in 108 lag 108 95 95 95 86 86 as 81 81 81 79 79 70 79 79 79 7B 70 79 • 60.025 In 91 91 91 79 79 1 79 72 72 72 67 61 07 65 85 65 04 64 64 64 64 64 54 In 74 74 74 64 84 84 1 58 58 58 53 63 63 61 61 Bi 49 40 49 40 49 49 a601n 53 53 63 48. 48 46 41 41 41 37 37 37 35 35 35 33 33 33 32 32 32 63 In 48 48 1 46 39 39 39 35 35 35 32 32 1 32 29 29 29 1 28 1 28 26 28 28 1 26 Be in 39 39 39 34 34 30 30 30 27 27 27 25 25 25 24 24 24 22 22 22 72 In 30 30 30 28 TB f226 23 23 232020 20 ig 18 1g 1518 1B 18 18 1S f 76In 25 25 25 22 22 19 19 19 17 17 17 18 18 10 16 15 15 78In 23 23 23 20 20 20 17 17 17 i8 18 18 Approved as compl�lr;S naY:r IM FloridnDxl 84:od,. ' Miami Dmle Pn• � nlllll Oax LYNN 4f, "111 C{l' .......... •'•. F� * No.58705. ST i�.t� • •. FCORIOP••' (fie: fONAI "a.�` A. LYI(lu MtLOJ�R, P.E. FL P.E.# 88705 30e/3.25e TUBE BAY IVILILLIONANtCLIP 2.681` .EXTERIOR .1251.36 MULLION 260` 6003-T6 ALUM. XSECTION .228"J CLIP AI 6063-T6 A TOP' EXTERIOR USE 2 CUPS PER MULL ALLOWABLE SCREW PATTERNS INTO CONCRETE/CMU -4.44 W. O O O O INTO WOOD/STEEL/AL. 3.908` 7IrI----'j I---.126• END I ' 2.00V CLIP ANGLE .UM. 6063-T6 ALUM. XSECnON L I I TABLE NOTES: 1) LINEAR INTERPOLATION BETWEEN SIZES AND/OR DESIGN PRESSURES IS ALLOWABLE. 2) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HCLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 3) THE CLIP ANGLE MAY BE COUNTERSUNK 4) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 5) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULARrrRAPEZOIDAL LOADING TABLES (TABLE 12B). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE 12A). TABLE12A 3.261130 DEB. Rectangular Loading Design Pressure (Ibs161) AL BAY MULL Opening (Vertical or Horizontal) 60 In 60 In 70 In I so In 90 In 100 In I 110In' 1801n Anehmand Substrate Type, See Table B A B C A 8 C A B C A B C A B C A B C A B C A e C RolAnch(na 2 2 6 1 2 1 2 6 2 2 e 1 2 1 2 6 2 2 0 2 2 6 2 2 6 2 2 8 42 In 110 97 119 1091 B7 1 109 W 89 so I so 1 61 89 79 64 78 71 49 71 85 44 65 45 30 46 48 In 126 85 120 108 71 1 117 92 61 108 81 1 63 00 72 47 00 65 42 82 59 39 74 40 27 51 60.625In 123 81 128 1D2 87 1 120 88 58 111 77 60 103 68 45 94 61 .40 88 58 37 78 38 25 64 54In 115 76 131 96 83 123 82 84 115 72 47 107 64 42 99 57 $8 91 52 34 03 38 24 57 60 In 103 68 135 68 67 128 74 40 120 65 42 113 67 38 100 62 34 89 47 31 80 32 21 55 63 In 99 Be 136 82 54 130 70 48 122 62 40 104 53 38 91 49 32 81 45 29 73 31 20 50 g Be In 94 62 138 78 61 128 67 44 108 fig 39 93 62 34 01 47 1 31 72 43 28 65 1 29 19 45 72 In 60 67 722 72 47 100 62 40 04 64 35 72 46 31 63 43 28 58 39 28 51 27 18 34 701. 82 64 1 105 89 1 46 86 68 38 72 1 61 34 62 45 30 64 1 41 27 48 37 24 43 26 17 29 751n 60 52 1 97 65 44 79 57 37 67 60 33 tr7 q4 ZB 60 40 25 45 38 24 40 25 10 77 9010 84 45 64 62 38 62 44 32 44 38 28 38 33 25 33 30 23 30 27 21 27 18 10 $ 98 In 53 42 53 43 35 43 37 3D 37 32 27 32 28 24 28 25 21 25 22 19 22 15 t6 10B N 38 39 38 31 31 31 28 28 28 22 22 22 2D 20 20 18 10 18 18 .18 18 III In 35 35 35 29 211 29 24 24 1 24 21 21 21 1B 18 .18 18 18 18 16 16 16 120 In 144 In 28 16 28 18 T6 78 20 23 23 10 iB 10 17 17 17 15 16 16 TABLE12B 3.25' 30 DEG. TdengulerRrepezoldel Loading I Design Pressure 6balltl) AL BAY MULL Opening (Vertical or Horizontal) BD In 1 801n 70 In 1 801n e0 in 1100 In 1 1101n 160 in Anclarentl Sub40ate Type, See Table B A B C A B C A B C A B C A B C A B C A B C A B C 1:otArlch. 2 2 e 2 2 e 2 2 e 2 2 6 2 2 6 2 2 8 2 2 0 2 2 6 421n 170 13B 170 tro /26 170 170 119 170 170 116 170 170 116 170 170 115 170 170 118 170 17g 116 170 48 In 170 115 170 157 '103 170 145 98 170 139 91 170 135 89 170 135 89 170 135 BB 77o 135 88 170 50.525 In 163 107 170 145 98 170 134 BB 170 127 83 170 123 81 170 121 60 170 121 80 170 121 60 170 64 In 1ro 133 B7 170 12z BD 170 114 76 170 110 72 170 107 7D 170t42 170 108 ro170 60 In *11!01 1T0 115 76 170 1D4 69 170 97 84 170 92 60 160 89 68 152 148 68 57 146 631n 170 108 71 170 97 64 leg • 69 153 85 58 142 82 64 134 129 78 51 126 $ 68 In Ile 76 170 1D7 87 1S8 91 60 147 64 65 133 79 82 123 76 50 117 112 71 47 108 72 In 1C4 69 148 91 60 128 81 63 111 75 49 100 70 46 92 60 43 88 82 60 39 76 Z 76 In 98 64 125 85 58 Joe TO BD 93 69 48 84 64 42 77 81 40 M BB 64 35 82 781n 85 62 110 82 54 98 73 40 86 67 44 77 62 41 71 59 38 68 68 37 62 51 34 65 90In 74 69 74 03 45 83 65 40 55 49 36 49 44 34 44 41 31 41 38 30 3B 32 26 32 Bain 01 49 81 b2 42 62 45 37 45 40 34 40 38 31 36 33 29 33 31 27 31 25 23 25 108 to 43 43 43 38 38 38 31 31 31 28 28 28 25 25 25 23 23 23 21 21 21 18 to 18 1111n 89 39 39 33 33 33 20 29 20 25 28 25 23 23 23 21 21 21 19 19 19 15 16 '15 120In 1441n 31 18 91 18 31 18 26 16 28 16 28 16 22 22 22 20 20 20 IB 10 1s 1s is 16 16 16 is Nd q � o C sx tp 7i Z� O J w DO 1N0 F N w U) O Z J Q t7 Z 12 O X � U ¢ O Z d X-O �F)I AaPluved 4p K,iBytng lrtfh ml - Florida iI: L.odu: Oats - N1)A' - 7. LiSI2 Mbnof ID&* I'reduct cunn_ %YNN .. Ip'' PLORN \? A. LA MILLER, P.E. 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BZ 96 I LB LE I at a0 9E 99 all 0Y as ELL 8► OL Oct 69 Z8 sat 9B ab ui CB B9 lZ ZC 09 tE LI, 98 ►C Z9 BOL Be L9 ell Zb S9 ON BY ►L BZL a ae act 88 EOl u10D 3 19 bZ BE EB ve ZS 16 Be L9 68 Et 68 LOL Lb i aL 9LL " Z8 EZL Ea Be LEL 94 4LL u169 PILL 69 9Z Be BL LE 89 98 00 lB ba 9► 6a Cal 09 LL LLL 6 9 BB DZL L9 ZOL at t8 CZl u19Z0'09 19 LZ at, ►L Be BS as it, 99 08 Lb ZL 69 e9 to 90L t9 Z6 LLL lL Sol 9Zl 9a BZt -Igo S► Be Sb SB to 99 lL 6► tL BL 69 aL 08 19 68 68 89 86 SOL IB act 8Ll LO bll ul Z► 9 Z Z B Z Z B a Z 9 Z al04-vlup 0 B tl 0 B tl 0 9 tl O 9 tl 0 B V 0 BI , tl 0 9 tl 0 e tl B elgvl Gas 'GAL elvgaq e pue ioy�utl UI OBL ul OLl UI OOI u108 u108 uI OL uI OR u109 77AW AVG 1V 'D305Y.9Z'C ' (IeluozyoH Lo 180INSN Buluado (tBNgg atMUJd u81e00 aulpuo7LvinOuvl2ou VU 318V1 '(V£4 318V1}'S318V1 `JNIOVBI ulumeNV103N mu asn 'SN000 03'JNIH 11V NOd ONV 03HOHONV 3NV S3(11S MnOd 11V ION 3M3HM S1311OONd NOIIVHIS3N3d HOd'(S£L 318VJ) SSISV1 ONIOVO"I1V010Z3d"imvIneNVIN13H13Sn'amis8nS 3H1 01 C13MOHONV 31jV S301S NnOd TV 3N314M S1OnOONd NO[.LvuIS3N3d'dOd (S 'SCIORUW NOIMlV.LSNI ONV SNOI1dlNOS30 NOHOW 1"31M30 NOd t-Z S133HS 33S (b 'NNnSN31Nn00 38 AVW 31DNV d113 3H1(£ '133HS SIHI NO N3AID SWIMS= LJNIMOIIOd O131d 3H1 NI 0311MCI 38 AVW S310H 103033N dl 'S310H 03SnN'n NIVINOO ONV 03NIH0VW ANOI3VzI 38 AVW SdIIO NOMnW lIV (Z '318VMO1IV SI SMISS3Nd NOIS313 NO/ONV S3ZIS N33M138 NOUVIOdM31Nl NV3N11( L SMON 318V1 N011.03SX .9aL'-r my 91 E9o9 315NV dll0 �L ON3 5ZL•--I i^ 77nn Lad .B18'E 'IWI331S/000M O1NI O O O 0 ZOL'b— nmaLSNON00 OINI SNU L Wd M3MOS 318VMO11V MOIa31M SdilO Z 3S/L IIA d01 )IV 91-e900 9NV dnO •----� r.ezz• I 1 NOLL03SX mmtl m-e9B9 NOmmy Aal• I u d110 ONV NOII IQW AV9 39f1 gre/17 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+80.01-85.0 PSF. 1) SELECT WHICH METHOD OF ATTACHMENT IS THE MOST SUITABLE FOR YOUR APPLICATION FROM TABLE B, SHEET 3. FOR THIS EXAMPLE, ANCHORISUBSTRATE TYPE "C' WILL BE USED FOR BOTH ENDS OF THE VERTICAL MULLION. 2) THE MULLION LENGTH IS 60" AND THE OPENING IS 32"+32 =W. BECAUSE THE SILL OF THE WINDOWS ARE NOT ANCHORED, THE TABLES USING RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4" AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +80.01-85.0 PSF WHEN USING THE "C" COLUMN AS DETERMINED IN THE PREVIOUS STEP. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A, SHEET 7, THE 1"X 2.76" X .375" MULLION MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/-82.0 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 4A, SHEET 8, THE 1"X 2.75" X .650" MULLION (LENGTH = 60", OPENING - 64") HAS A DESIGN PRESSURE OF+/-98.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE NUMBER OF ANCHORS REQUIRED IN THE CLIP. BECAUSE THE MULLION ADDS 1" TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED BUCK WIDTH IS 32"+1„+32"-65". VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED WIDTH. 3) VERIFY THE DESIGN PRESSURE FOR THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. EXAMPLE 2: MULTIPLE MULLIONS MULL WIDTH--11—\ `SEE 32 7FENESTMRATION DETAILS, SHEETS MULLWIDTH I _ VERTICAL I SEE SEE MULLION $ DETAILS, DETAIL E, OPENING SHEET SHEET 33 FOR HORIZ MULLION SEE DETAILS, SHEETS 2-3 HORIZ. ____�� 3B', HXGTH �jII MULL LENGTH OPENING FOR VERTICAL MULL LEN MULL --I THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH IS 23/6". THE OPENING REQUIRES A DESIGN PRESSURE OF+50.0/-55.0 PSF. 1) SELECT WHICH METHOD OF ATTACHMENT IS THE MOST SUITABLE FOR YOUR APPLICATION FROM TABLE B. SHEET 3. FOR THIS EXAMPLE, ANCHORISUBSTRATE TYPE'A' WILL BE USED FOR THE END OF THE HORIZONTAL MULLION ATTACHING IN CMU AND TYPE "C" (INTERSECTION U-CLIP) WILL BE USED FOR THE END ATTACHING THE HORIZONTAL MULLION TO THE ALUMINUM VERTICAL MULLION. FOR BOTH ENDS OF THE VERTICAL MULLION ATTACHING TO CONCRETE, TYPE "A" WILL BE USED. 2) CHOOSE THE LONGER MULLION FIRST. FOR THE VERTICAL MULL, THE MULLION LENGTH IS 32"+72"=104" AND THE OPENING IS 36"+36 =72". BECAUSE THE FRAME OF THE WINDOWS ARE ANCHORED ON ALL 4 SIDES, THE TABLES USING TRAPEZOIDAL LOADING MAY BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-3/8" AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+60.01-55.0 PSF WHEN USING THE "A" COLUMN AS i DETERMINED IN THE PREVIOUS STEP. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE THE 2" X 6" TUBE MULLION ON SHEET 14, TABLE 108, MEETS OUR REQUIREMENTS WITH A DESIGN PRESSURE OF+/_88.0 PSF. NOTE THE NUMBER OF ANCHORS REQUIRED IN THE CLIP. i BECAUSE THE MULLION ADDS 2" TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED BUCK WIDTH IS 36"+2"+36'=74". VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED WIDTH. 3) FOR THE HORIZONTAL MULLION, THE MULL LENGTH IS 36" AND THE OPENING IS 32"+72"=104". BECAUSE THE FRAME OF THE WINDOWS ARE ANCHORED ON ALL 4 SIDES, THE TABLES USING TRAPEZOIDAL LOADING MAY BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-3/8" AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0/-65.0 PSF WHEN USING THE A" COLUMN AS DETERMINED IN STEP 1. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. THE 1" X 2.75" X .375" TUBE MULLION ON TABLE 3B, SHEET 7 MEETS OUR REQUIREMENTS WITH A DESIGN PRESSURE OF +/-170.0 PSF. NOTE THE NUMBER OF ANCHORS REQUIRED IN THE CLIP. BECAUSE THE MULLION ADDS 1" TO THE HEIGHT OF THE MULLED UNIT, THE ADJUSTED BUCK HEIGHT IS 32"+1"+72"=105'. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED,HEIGHT. NOTE THAT THIS IS A DIFFERENT MULLION THAN THE VERTICAL MULLION. OPTIONALLY, THE SAME MULL COULD BE USED AS LONG AS THE FINAL DESIGN PRESSURE REQUIREMENTS ARE MET.- 4) FOR THE INTERSECTION CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE 2 ANCHORS AS SPECIFIED ON THE INTERSECTION CLIP DETAIL FOR THIS MULLION IN SHEET 7. ANCHORS SHOULD BE 412 SHEET METAL SCREWS (ANCHOR TYPE C) SINCE THE SUBSTRATE IS ALUMINUM, SEE TABLE B, SHEET 3. 6) FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS: 488.0 PSF FROM THE VERTICAL MULLION; 'FROM THE 36" HORIZONTAL MULLION ATTACHING TO CMU; +/-170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION). THE LOWEST DESIGN PRESSURE IS 488.0 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. 6) VERIFY THE DESIGN PRESSURE FOR THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. APP" ed as Floddu 8a14 Rog 8x with Ek * : Nc. 5BT05 �'O�n• � pTE OF '•_�: P.E. -`°`- B�� r3r��y®S�1 3001 SE Gran Park Way' Stuart, FL 34997 �°' Phone: 772.287.6476 Fax: 772.287.9740 " t Bid Date.,12/8/2011 www.gulfshulters.com aw�fmuMssriutrterver. License #: CRC058017 ................................................ ..__._ ..__.......---..__._........._....................._................._........................_..................._.........._ ..........._.....__.._.:...............__...,.._:_..__..._._.......... '...................._ _ prepared For: Bid Information F.........--._.._... _,.........{.............._::_._._._._._...:._...._.__._.............,......._.__.... .._......_...._............ ..--............. ... -......_.._.......... .............. _.._.... ... ...,...._.........._......._.........._..:....._.._,._.. _.. Name DOROTHY & PAUL BOUSQUET Bid Type HOME OWNER _..._..._._--...... ...._......................._..._....__._...._..._.._...... _...._........._........... ..... ................ .._..... __._.._........... ........ -_...._-._.............. .._...... -._...... _... ...... ......... _.... _-..... _...... ..__.._.__......._... _.. Subdivision HARBOUR RIDGE Job Name BOUSQ T VINYL -CLAD WINDOWS ._......... _........_. _. . ....... _._ .._- ... __ ........._..._......... ......... .........._.... _........._...__..... _..........._..._..__..._ i JobAddress12023 LAUREL OAK LANE Installed Lill .................... .. ...... -------- ...... ....:......... ... Phones Ho 60 659-8484 Glty-State-Zip PALM CITY, FL 34990 � �._..._......_......_._..-_-.....__._..._..----..__..._.................._..................._...._......_... Cellular � `8 778-8480 Sales Person GEORGE YUSCAVAGE - Remove &replace the following windows using PGT vinyl -clad windows with the following spec Frames: white, vinyl Glass: non -impact, insulated, SH=single hung PW=picture deco Opening # style options 1A PW420 no lines, tempered 1 B PW420 no lines, tempered 3 SH400 4A PW420 no lines Rich and Gary to install. l� 4B PW420 no lines Please allow 6-8 weeks for completion. 4C PW420 Includes permit. To order with low-e a $-435. 27 PW420 no lines All drywall, stucco & sill repair include . 28 SH400 __....__..____..._._._� Proposal Total: .........._._....... ._........ ..... ....... _.... .... _... Deposit 50%j $2,275.00 j Balance On Completion $2,275.00 ONE YEAR WARRANTY MATERIAL AND LABOR It is understood that there are no verbal agreements and all Items discussed are covered by this written contract. This is a proposal until signed by an officer of this corporation at which time it becomes an executed contract. Acceptance by owner must be within 30 days of -proposal date. Buyer may cancel this contract within 3 woedng days after signing. No changes in measurements will be allowed except at prices mutually agreed upon, at the time these changes are made. Any physical or. verbal changes alter signing most be approved in writing by both parties. All agreements are contingent upon strikes, lockouts, accidents, acts of God, weather, rim, carrier delays, delay or failure to receive raw material deliveries, or by other causes, whether of like or different nature beyond our control. Owner to carry tire, tornado and other necessary insurance. Our workers are fully covered by Workman's Compensation Insurance. All material Is property of Gnifstream until final payment and can be removed if not paid. Electric — Buyer agrees that any necessary electrical connections will be made the closest source of power. Any changes or variations win be an additional charge. Interest - Buyer agrees to pay I I/k% per month interest charge on any unpaid balances. Costs of Collection - Buyer agrees to be responsible for seller's attorney's fees (both trial and appeal) and all other costs of collection in the event full payment as outlined herein is not made within 10 days of the completion of the work outlined herein. Acceptance olProposal -the above prices, bpecifications and conditions are satisfactory and herebv accepted. You are authorized to do the work as specified. Cancellation Fee 20% of contract amount. payment will be made as out]ined above. Material Only Customers —You. errs mlble for our own measurements, (width x height) D Signature: Signature "";r� Date of Acceptance: / Agent: . e Thank You for the opportunity to be of Se ice! 3001 S.E. GRAN PARK WAY ° STUART, FL 34997' Phone: 772 287-6476 ` Fax: 772-287-9740 ° e-mail: info@gul shutters.com 3001 S.E. Gran Park Way, Stuart, Florida 34997 Page -�7 0f -- (772) 287 e 6476 a (800) 244 A 4143 FAX (772) 287.974,0 Key ALUMINUM SHUTTER CORP. E-Mail: jobrien@gulfshutters.com Storm PGnels - SP Rollups - RU www.gulfshutters.com Accordions - AC Windows/Doors - WD Lic, �MC002 1, SL 1211, PB-t U-17051, CRC'.5801'r Do it Once. �� It Right � '� BahQmas - BR Retractable Awnings - RA Shy 1979 LAYOUT SHEEN. Colonials - CO Ultra Lattice - UL � me Special Instructions: '' �} . r'' �'' �' . '; `�r`� �� J., % c>,/o Signature Date Salesperson,.r�:f ...<�u•~,:-. Date f Gulfs" H_luniinym and Shuffer Corp�f' F16rida Building Code Online Page 1 of 3 IM-Ada Deep trre, �t� BCIS Home I Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publicatfons i FBC Staff BCIS Site Map Links Search Bus'nes Proessil Product Approval USER: Public User . Regulation Product Approval Menu > Product or Application Search > Application List > Application Detail FL # fLr43R8;' Application Type Revis on Code Version 200a7W-� M-. I �.*, r Application Status Approved *Approved by DCA..Approvals by DCA shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowskl Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext21140 jrosowskl@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category TO:AY Subcategory ;,. Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year AAMA 1302.5 1976 AAMA/WDMA/CSA 101/IS2/A440 2005 ANSI/AAMA/NWWDA 101/I.S.2 1997 ANSI/AAMA/WDMA 101/I.S.2/NAFS 2002 ASTM E-1886/1996 2005 ASTM E-1886/1996 2002 ASTM E-330 2002 ASTM E283 2004 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsbCUITKel20Du... 2/3/2012 Horida Building Code Onfine Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Page 2 of 3 FL1435 R8 Eauiv Cert of ' Eauiv AA_MA101-2005 To 2008.odf FL1435 R8 Eguiv SH500 comp 02-04 1886 odf Method 1 Option A 09/09/2011 09/30/2011 10/14/2011 01/17/2012 Summary of Products # Model, Number or Name Description F�FL 35.1 SH - 200 (Prev. 4000) Aluminum Single Hung Window (Inc. Pass-Thru) mits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R8 C CAC SH-200 Certification odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/19/2012 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for FL1435 R8 II SH-200.pdf i design pressure, size and anchorage Information. The Verified By: A. Lynn Miller, PE 58705 Pass-Thru version was not tested for water infiltration. Created by Independent Third Party: No Evaluation Reports FL1435 R8 AE Prod Eva]-SH-200 pdf Created by Independent Third Party: No 1352 SHE' 4:OOr� ` ;i` Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R8 C CAC 190-777 odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/21/2015 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for FL1435 R8 II SH-400 odf design pressure, size and anchorage information. Verified By: A. Lynn Miller, PE 58705 j Created by Independent Third Party: No Evaluation Reports FL1435 R8 AE Prod Eval-SH-400 pdf j Created by Independent Third Party: No 1435.3 SH - 500 WlnGuard Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R8 C CAC 190-231CAR odf Approved for use outside HVHZ: Yes FL1435 R8 C CAC 190-477CAR odf Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: N/A 08/27/2012 Other: Please see the Installation Instructions for Installation Instructions design pressure, size and anchorage information. FL1435 R8 II SH-500.1)df Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No i Reports ,Evaluation FL1435 R8 AE Prod Eval-SH-500 odf Created by Independent Third Party: No ! 1435.4 JISH - 600 IWInGuard Aluminum Single Hung Window Limits of Use Certification Agency Certificate i Approved for use in HVHZ: No FL1435 R8 C CAC SH-600 Certification Of Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date j Impact Resistant: No 03/24/2012 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for FL1435 R8 II SH-600.pdf ! design pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R8 AE Prod Eva]-SH-600 odf Created by Independent Third Party: No 1435.5 JISH - 700 WlnGuard Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R8 C CAC SH-700 Certlfication odf I i http://www.floridabuilding. org/prlpr_app_dtl. aspx?param=wGEVXQwtDgsbCUITKel2ODu... 2/3/2012 Florida Building Code Online Page 3 of 3 3 Approved for use outside HVHZ: Yes Impact Resistant:• Yes, Design Pressure: N/A Other: Please see the Installation Instructions for iesign pressure, size and anchorage information. , 1435.6 �ISH - 800 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Please see the Installation Instructions for design pressure, size and anchorage information. 1435.7 IISH-2100 . Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Please see the Installation Instructions for iesign pressure, size and anchorage Information. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Please see the Installation Instructions for iesign pressure, size and anchorage Information. Quality Assurance Contract Expiration Date 03/16/2012 Installation Instructions FL1435 R8 II SH-700.pdf Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R8 AE Prod Eval-SH-700.ndf Created by Independent Third Party: No ]WlnGuard Multistory Aluminum Single Hung Window' Certification Agency Certificate FL1435 R8 C CAC 190-427.0.pdf FL1435 R8 C CAC 190-428.0.pdf Quality Assurance Contract Expiration Date, 09/07/2013 Installation Instructions FL1435'R8 II SH-800.1)df Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R8 AE Prod Eva]-SH-800.pdf Created by Independent Third Party: No Vinyl Single Hung Window Certification Agency Certificate FL1435 R8 C CAC SH-2100 Certifications. pdf Quality Assurance Contract Expiration Date 01/24/2012 Installation Instructions FL1435 R8 II SH-2100_pdf Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R8 AE Prod Eval-SH-2100.pdf Created by Independent Third Party: No Vinyl Single Hung Window Certification Agency Certificate FL1435 R8 C CAC SH-2200 Certifications pdf Quality Assurance Contract Expiration Date 10/21/2013 Installation Instructions FL1435 R8 II SH-2200.1)df Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R8 AE Prod Eva[-SH-2200.pdf Created by Independent Third Party: No Back Next Contact Us :: Phone: 850-487-1824 1940 North Monroe Street, Tallahassee FL 32399 The State of Florida is an AA/EEO employer. Copyright 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic o:aH to this enifty. Instead contact the office by phone or by tradidonx1 mail. If you have any questions regarding DDPR's ADA web accessibility, please contact our Web Master at webmaster(aldbor.state.fl.us. Product Approval Accepts: SOc:urIt s:zrrsuc:, Yertalpn �' . Fra6te0. � yBfif PY! hq://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsbCUITKe120Du... 2/3/2012 GENERAL NOTES: 1) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE 2007 EDITION FOR THE DESIGN PRESSURES LISTED. 2) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2- THICK 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. - ATTACHMENT METHOD OF WOOD BUCKS SHALL BE DONE BY OTHERS., 3) SEE TABLE FOR MINIMUM EDGE DISTANCE FROM CENTER OF ANCHOR TO SUBSTRATE EDGE (EXCLUDING FINISH OR STUCCO). 4) SHIM EACH ANCHOR LOCATION WHERETHE PRODUCT IS NOT FLUSH TO THE SUBSTRATE, USING SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 5) ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. ALUMINUM SHALL BE PROTECTED FROM DISSIMILAR MATERIALS AS SPECIFIED IN FLORIDA BUILDING CODE CHAPTER 20. 6) ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE OR FIN. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. 7) MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, 2.7 KSI CONCRETE AND CONCRETE MASONRY UNITS COMPLYING WITH ASTM 0-90. GLAZING COMPLIES WITH ASTM E130D-04. 8) THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 9) IF THE EXACT PRODUCT SIZE IS NOT LISTED IN THE TABLES, ALWAYS ROUND UP TO THE NEXT LARGER VALUE. TART F 1 • FIM A Cr — A— —1— BudcSlze Design Pressure Certification Numbers Test Reports Width I Hel ht + sf (-) sf 52-1/8" 78" 60 65 190 777 FR- 6410, 6411 ADD 1 AT MI FOR I ANCHOR LOCATIONS & SPACING W D-SPAN MAX. BUCK W > 32" 6" N 1 9" MA) L / 11-1/2" / MAX T I 12 MAX 4 78" AAX, / 13-1/2" MAX UCK LA / � II 71 &'E I LEGFRAMES TABLE 2: FLANGE WINDOWS Anchor Type Substrate Mtn. Edge Dist. Min. Embedment #10 Steel SMS Wood (Southern Pine) 7/Ili 1-0/0 Steel Stad Gr33 - 318" .045 (18 GA) Atuminum-608345 318" U8' Sleet, A38 3/B• 118• '6" Msonry ltcar3J a Iwr CMU 1• � � 52-118" MAX, BUCK AX 4-1/8" 4-1/8" MAX MAX MAX / MAX 78" MAX. BUCK In MAX —A� 5usSTRATES, SCREW EMBEDMENTSHALL BE 66N.3 THREADS BEYOND INSIDE FACE OF MATERIAL 11tllllll �� Ny LYNN h1/z'/z"'i/ `. \\O ` No.58705 _ h STl g f 1 LU 1070 TECHNOLOGY DRIVE OF LL/- NOKOMIS. FL 34275 %�� '••.!�LOft10P;-' �?� FLCERT.OFAUTH.:29296 �C� � A. Lynn Mllier. P.E. ;?/ONAU.", I P.E./RS8705 +-- 4-1/8" MAX FIN FRAME TABLE 3: FIN WINDOWS Anchor Type Substrate Min. Edge - Min. Dist. Embedment x .135' Roofi Rooling Nall Wood (Southern Pine) 3/9" 1-7116" _ Com Common Nail Nail Wood (Southern Pine) 3/&' _ 2 7/16" #12 Panhead SMS Wood(Southern Pine) 9116" 1-0I8" #10 Trusshead Screw Woad (Southern Pine) 7H6" 1318 J. ROSOWSKI1 03/25/11 1 RIGID VINYL INGLE HUNG INSTALLATION ebmt T amp oo,ror+a SH-000 ITS 1 of 4 1032611JR EDGE DISTANCE EMBEDMENT A SHIM 3-1/4" SHIM FLANGE`FRAME SILI?INS_ 7_ AL—gTIG (D ffli—I TO"SUBSTRATE) INSTALLA7ION NOTES: EXTERIOR TERIOR NO CHORS QUIRED EMS iE FLANGE FRAME. SILL INSTALLATION (USING 1X BUCKSTRIP) OOR D IORS IRED RIOR 4 FYTFRIn. SHIM �FEANGEF.RAME:`' JAMBINSTALLATION' (DIRECTLY TO SUBSTRATE) �Q 1X SHIM ' WOOD FLANGE FRAME. JAMB INSTALLATION (USING IXBUCKSTRIP) ����� LYNN r��i� �� pl�� .•-••••M//(�c •� No. 5B705 * 0, -10 w ••. STA F OF �� ••• FLORIO7;101' J. ROSSKI we 03I26111 ��a� RIGID VINYL gig onrr 1) SEE SHEET 1 FOR SPACING REQUIREMENTS. 1070 TECHNOLOGY DRIVE 2) SEE TABLE 2 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. NOKOMIS• FL 34275 lea 3)MAX. SHIM THICKNESS TOBE1/4'. FLCERT.OFAUTH.:29295 SINGLE HUNG INSTALLATION 4) ANCHORS HEAD TYPE MAY DIFFER FROM SHOWN. A. Lynn Miller, P.E. 60d0"ni3d* s� area D. V ft . P.E.956705 SH-400 NTS 1 2 of 4 1 1032511JR EMS SH EQUAL LEG FRAME SILL INSTALLATION (DIRECTLY TO SUBSTRATE) INSTALLATION NOTES: :RIOR !RIOR O iORS IIRED 1) SEE SHEET 1 FOR SPACING REQUIREMENTS. 2) SEE TABLE 2 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. 3) MAX. SHIM THICKNESS TO BE 114". 4) ANCHORS HEAD TYPE MAY DIFFER FROM SHOWN. EDGE DISTANCE EMBEDMENT 1X WOOD SHIM SHIM iX WOOD EQUAL LEG FRAME, SILL INSTALLATION (USING 1X BUCKSTRIP) EXTERIOR EXTERIOR NO ANCHORS REQUIRED rf.. EQUAL LEG FRAME JAMB INSTALLATION (DIRECTLY TO SUBSTRATE) L— 1 U ❑o tBSTTE 1X SHIM WOOD EQUAL LEG FRAME JAMB INSTALLATION (USING 1XBUCKSTRIP) 14 55705, A OF O,c ........... .•• Vi\•. ; /ONAL�? O1p�' °ate J. ROSOWSKI 03/25/11 u,� RIGID VINYL nEuaawwamwwwaorvnv� mFmzT v==wmx m'n mr AWPRaV mm�4mmamncm npnmav VrmAWl1 n.neer ro� rlTL =AV Mf17t7/I71E�N . ma®wa�crrm�m� - 1070 TECHNOLOGY DRIVE - NOKOMIS,FL34275 nft FL CERT. OF AUTH.: 20206 SINGLE HUNG INSTALLATION A. Lynn Miller, P.E. S bAw{ stair ah a oh ft a P.E.#58705 SH-400 NTS 3 of 4 1032511JR ' INSTALLATION WITH FIN FRAME EDGE DISTANCE EDGE DISTANCE FIN FRAME.' HEAD INSTALLATION FIN FRAME, SILL INSTALLATION INSTALLATION NOTES: 1) SEE SHEET 1 FOR SPACING REQUIREMENTS. 2) SEE TABLE 3 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. 3) MAX. SHIM THICKNESS TO BE 1/4". EXTERIOR OPTIONAL FLANGE 7 OPTIONAL FLANGE OPTIONAL FLANGE SUBSTRATE SHIM FIN FRAME, JAMB INSTALLATION Illlllf . 4f/(.q��� No. 68705cf _ STATE O f I ; • •CC/w ' J. ROSOWSK11 03125/11 1 RIGID VINYL 1070 TECHNOLOGY DRIVE NOKOMIS, FL.275 TMr FLCERT.OFAUTH,.2. I SINGLE HUNG INSTALLATION A. Lynn Miller, P.E. � r 8ioo0 vN. P.E. #58705 SH-400 NTS 4 of 4 1032511JR f. • Florida Building Code Online Page 1 of 5 nryAa, L mitrrentq BCIS Home Log In ' User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BC[S Site Map ' Links Search I Busines Piofessi Io-InPERduc tuApproval Regulation Product ADoroval Menu > Product or Application Search > Application List > Application Detail FL # FL5 Q11Q117 Application Type islon f , , Code Version 0007 Application Status Approved *Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Subcategory Winydo s Fixed Compliance Method Certification Mark or Listing Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Keystone Certifications, Inc. Steven M. Urich, PE Validation Checklist - Hardcopy Received Standard AAMA 506 AAMA/WDMA/CSA 101/IS2/A440 ANSI/AAMA/NWWDA 101 I.S.2 ASTM E1886/E1996 ASTM E1886/E1996 Florida Licensed Professional Engineer or Architect FL5012 R7 Equiv Cert of Equiv.pdf FL5012 R7 Equiv EguivalencyCertification520.Ddf FL5012 R7 Equiv EguivalencvCertiflcation540-O.pdf Year 2006 2005 1997 2002 2005 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtUOE2x8 8XL%2... 2/3/2012 Florida Building Code Online Page 2 of 5 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Method 1 Option A 07/25/2011 09/30/2011 10/14/2011 01/17/2012 Summary of Products FL # 11IModel, Number or Name IDescription 5012.1 CA-440 "0" IVinyl Fixed Casement Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5012 R7 C CAC 190-177CAR.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/16/2012 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for FL5012 R7 II CA 0-440.odf design pressure, size and anchorage information. Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R7 AE Prod Eva] -CA 0-440.odf ' Created by Independent Third Party: No 5012.2 CA-540 "0" 11WInGuard Vinyl Fixed Casement Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5012 R7 C CAC 190-176CAR.odf Approved for use outside HVHZ: Yes FL5012 R7 C CAC 190-211ICAR.odf j Impact Resistant: Yes Quality Assurance Contract Expiration Date j Design Pressure: N/A 01/11/2012 Other: Please see the Installation Instructions for Installation Instructions design pressure, size and anchorage Information. FL5012 R7 II CA 0-540.pdf Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R7 AE Prod Eval-CA 0-540.0f Created by Independent Third Party: No I 5012.3 CA-640 "0" i 1AIuminum Fixed Casement Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5012 R7 C CAC 190-187.1CAR.odf Approved for use outside HVHZ: Yes FL5012 R7 C CAC 190-187CAR.odf Impact Resistant: No FL5012 R7 C CAC 190-490CAR.odf Design Pressure: N/A Quality Assurance Contract Expiration Date Other: Please see the Installation Instructions for 06/23/2012 design pressure, size and anchorage Information. Installation Instructions FL5012 R7 II CA 0-640.odf Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R7 AE Prod Eval-CA 0-640_pdf Created by Independent Third Party: No 5012.4 JJPW - 220 (formerly F-6000/6001) JlAlumlnurn Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5012 R7 C CAC PW-220 Certifications.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/24/2013 I Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for FL5012 R7 II PW-220.pddf design pressure, size and anchorage information. Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R7 AE Prod Eval-PW-220.odf Created by Independent Third Party: No 50i2?5== PW -=420' Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No I FL5012 R7 C CAC 190-423.odf http://www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEV XQwtDgtUOE2x8 8XL%2... 2/3 /2012 Florida Building Code Online Page 3 of 5 Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/01/2013 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for FL5012 R7 II PW-420.odf design pressure, size and anchorage information. Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R7 AE Prod Eval-PW-420.odf Created by Independent Third Party: No 5012.E PW - 520 11WInGuard Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5012 R7 C CAC Certification - PW-520.odf Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Yes Impact Resistant: Yes 08/15/2012 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for FL5012 R7 II PW-520.odf design pressure, size and anchorage information. Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R7 AE Prod Eva[-PW-520.odf Created by Independent Third Party: No 5012.7 PW-2100 IVinyl Fixed Window with Integral Nailing Fin Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5012 R7 C CAC 190-457CAR.odf Approved for use outside HVHZ: Yes FL5012 R7 C CAC 190-458CAR.odf Impact Resistant: No Quality Assurance Contract Expiration Date j Design Pressure: N/A 01/25/2012 Other: Please see the Installation Instructions for Installation Instructions design pressure, size and anchorage information. FL5012 R7 II PW-2100.1)df Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R7 AE Prod Eval-PW-2100.odf Created by Independent Third Party: No 5012.8 PW-2160 Vinyl Fixed Window with Integral Nailing Fin Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5012 R7 C CAC 190-457CAR.odf Approved for use outside HVHZ: Yes FL5012 R7 C CAC 190-458CAR.odf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: N/A 01/25/2012 Other: Please see the Installation Instructions for Installation Instructions design pressure, size and anchorage Information. FL5012 R7 II PW-2160.1)df Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R7 AE Prod Eval-PW-2160.odf Created by Independent Third Party: No i 5012.9 PW-2200 11VInyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5012 R7 C CAC 190-709CAR.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/14/2013 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for FL5012 R7 II PW-2200.1)df design pressure, size and anchorage Information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R7 AE Prod Eval-PW-2200.odf Created by Independent Third Party: No 5012.10 PW-2260 JIVInyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5012 R7 C CAC 190-710CAR.odf Approved for use outside HVHZ: Yes FL5012 R7 C CAC 190-711CAR.odf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: N/A 10/14/2013 Other: Please see the Installation Instructions for Installation Instructions design pressure, size and anchorage information. FL5012 R7 II PW-2260.1)df Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R7 AE Prod Eval-PW-2260.odf Created by Independent Third Party: No 5012.11 1 PW-2320 JIVinyl Fixed Window I http://www.floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgtUOE2x8 8XL%2... 2/3 /2012 Florida Building Code Online Page 4 of 5 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5012 R7 C CAC 190-476CAR.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 02/04/2013 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for FL5012 R7 II PW-2320.pdf design pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R7 AE Prod Eval-PW-2320.odf Created by Independent Third Party: No 5012.12 PW-2720 111premierVue Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5012 R7 C CAC 2720 CARS.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/30/2012 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for FL5012 R7 II PW-2720.odf design pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R7 AE Prod Eval-PW-2720.odf Created by Independent Third Party: No 5012.13 PW=2820 111premierVue Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5012 R7 C CAC 190-255ICAR.odf Approved for use outside HVHZ: Yes FL5012 R7 C CAC 190-256ICAR.Ddf Impact Resistant: Yes FL5012 R7 C CAC 190-261ICAR.odf Design Pressure: N/A FL5012 R7 C CAC 190-268CAR.pdf Other: Please see the Installation Instructions for FL5012 R7 C CAC 190-762CAR.odf design pressure, size and anchorage information. FL5012 R7 C CAC 190-763CAR.Ddf FL5012 R7 C CAC 190-767CAR.pdf FL5012 R7 C CAC 190-775CAR.Ddf Quality Assurance Contract Expiration Date 01/28/2012 Installation Instructions FL5012 R7 II PW-2820.odf Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R7 AE Prod Eval-PW-2820.odf Created by Independent Third Party: No 5012.14 PW-3020 Architectural Systems Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5012 R7 C CAC 190-229CAR.Ddf Approved for use outside HVHZ: Yes FL5012 R7 C CAC 190-472.00AR.Ddf j Impact Resistant: Yes FL5012 R7 C CAC 190-776CAR.I)df Design Pressure: N/A Quality Assurance Contract Expiration Date Other: Please see the Installation Instructions for 09/11/2012 design pressure, size and anchorage information. Installation Instructions FL5012 R7 II PW-3020.Ddf Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R7 AE Prod Evai-PW-3020.odf Created by Independent Third Party: No Back Next Contact Us :: Phone: 850-487-1824 1940 North Monroe Street, Tallahassee FL 32399 The State of Florida is an AA/EEO employer. Copyright 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmasterOdbor.state.fLus. Product Approval Accepts: ® EChiiY. El http://www.floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgtUOE2x88XL%2... 2/3/2012 Florida Building Code Online Page 5 of 5 • q�E.P,-- securiC ru.1 - http://www.floridabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDgtUOE2x88XL%2... 2/3/2012 GENERAL NOTES: 1) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR THE DESIGN PRESSURES LISTED. 2) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2" THICK. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. ATTACHMENT METHOD OF WOOD BUCKS SHALL BE DONE BY OTHERS. 3) SEE TABLES FOR MINIMUM EDGE DISTANCE FROM CENTER OF ANCHOR TO SUBSTRATE EDGE (EXCLUDING FINISH OR STUCCO). 4) SHIM:EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE, USING SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 5) ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. ALUMINUM SHALL BE PROTECTED FROM DISSIMILAR MATERIALS AS SPECIFIED IN FLORIDA BUILDING CODE CHAPTER 20. 6) ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE OR FIN. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. 7) MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, 2.7 KSI CONCRETE AND CONCRETE MASONRY UNITS COMPLYING WITH ASTM C-90. GLAZING COMPLIES WITH ASTM E1300.04. 8) THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 9) IF THE EXACT PRODUCT SIZE IS NOT LISTED IN THE TABLES, ALWAYS ROUND UP TO THE NEXT LARGER VALUE. TABLE 1: DESIGN PRESSURE 6" MAX. 60" MAX. BUCK F.LAIJGE FRAME TABLE 2: ANCHORS FOR FLANGE WINDOWS ANCHOR LOCATIONS & SPACING 12" MAX. O.C. . i 12" MAX. O.C. v 6" MAX Anchor Substrate Min. Edge Distance Min. Embedment #10 Sheet Metal Screw, G5 Steel or 410 Stainless Steel P.T. Southern Pine (SG = .55) 1/2" 1-318" Aluminum, 6063-T5 min. 318" 1 88" Steel Stud, Gr. 33 min. 3/8" 0.0346 (20 ga) A36 Steel 318" 1/8" P.T. Southern Pine (SG = .55) 1/2" 1-3/8" -l18" Steel ttpTacon _ tC. cre e, m n. sl i" 1" ngmuted CMU, (ASTM C-90) 1" 1-1/4" 2' MAX. 60" MAX. BUCK 4" MAX. O.C. T I INTEGRAL FIN FRAME I TABLE 3: ANCHORS FOR FIN WINDOWS 4" MAX. O.C. 2" MAX. Anchor Substrate Min. Edge Distance - Min. Embedment 2-1/2" x .113" Box Nail P.T. Southern Pine (SG = .55) 5/16" 2-7/16" 2-1/2" x .131" Common Nail P.T. Southern Pine (SG = .55) 3/8" 2-7/16" 2-1/2" x .145" Roofing Nail P.T. Southern Pine (SG = .55) 318" 2-7/16" #10 Steel SMS P.T. Southern Pine (SG = .55) 1/2" 1-318" Aluminum, 6063-T5 min. 3/8" 1/8" Steel Stud, Gr. 33 min. 318"- 0.0346 (20 ga) A36 Steel 3/8" 1/8" HOre:— ALL METAL EUBSTNATES, SDHEW EMBEDMENT SHALL BE MN. 3 THREADS BEYOND INSIDE FACE OF MATERIAL NOTE: FOR ALL METALSUBSTRATES, SCREW EMBEDMENT SHALL BE MIN 3 THREADS BEYOND INSIDE FACEOF MATERIAL Window Buck Size Design Pressure Certification Numbers Width Height (+) psf (_) psf 96" 60" 80 80 1 190423 SHAPES MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK.AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLE ON THIS SHEET. EDGE DISTANCE EMBEDMENT 11X WOOD SHIA FLANGE FRAME, HEAD INSTALLATION (USING 1X BUCKSTRIP) EDGE DISTANCE —f EMBEDMENT SHIM EXTERIOR :XTERIOR INSTALLATION WITH FLANGE FRAME EXTERIOR ANGEFRAME- HEAD`INSTALLAT40 (DIRECTLY TO SUBSTRATE) EXTERIOR 4 EXTERIOR Ul_ JUIUU uL r--) J1u I WOOD SHIM SHIM u FLAl GE L 1.NN 4 Y..V44 1X WOOD JAMB INSTALLATIONJ `����o�I 11 ' (USING 1X BUCKSTRIP) �%cENse •F� `�P�: SUBSTRATE No.58705 ,:oz:-w-.....G... FLANGE:FRAME; 'k fl ; a• SUBSTRATE ILLINSTAI LATfON1 ��10 . STD F (DIRECTLY TO SUBSTRATE) ; ., cLDROP.• Gam; FLANGEFRAME, : SILL INSTALLATION � ONAl- ,o (USING 1XBUCKSTRIP) o�nO m� J. ROSOWSKF —mar. DM 07/10/11 ft&N. a VINYL MEe snaemua� ax�r'"r�r°a�rr M PRLWRUMXWFLYrn6 WTW ooanevrrurx; iamm�xav�x INSTALLATION NOTES: ® D--w- unroa� Wuurt nma 1) SEE SHEET 1 FOR SPACING REQUIREMENTS. 1070TECHNOLOGY DRIVE 2) SEE TABLE(S) ON SHEET 1 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. NOKOMIS, FL 34276 Tft 3) MAX. SHIM THICKNESS TO BE 1/4'. FLCERT. OFAUTH.:29296 PICTURE WINDOW 4) GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMENTS. A. Lynn Miller, P.E. SS.A.V ft mme0 *-*VN' R0 p 5) FIN AND/OR FLANGE MAY BE REMOVED. FOR EQUAL -LEG FRAME APPLICATIONS, USE FLANGE INSTRUCTIONS. P.E, #58705 PW-420 NTS 2 of 3 2071011UR INSTALLATION WITH FIN FRAME i EDGE DISTANCE EDGE DISTANCE INSTALLATION NOTES: SHIM EMBEDMENT �- J� EXTERIOR FIN FRAME, }LEAD INSTALLATION FIN FRAME, SILL INSTALLATION EXTERIOR 1) SEE SHEET 1 FOR SPACING REQUIREMENTS. 2) SEE TABLE(S) ON SHEET 1 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. 3) MAX. SHIM THICKNESS TO BE 1W. 4) GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMENTS. 5) FIN AND/OR FLANGE MAY BE REMOVED. FOR EQUAL -LEG FRAME APPLICATIONS, USE FLANGE INSTRUCTIONS. TERIOR JAMB INSTALLATION SUBSTRATE e�'.�,.• �%CENSF '•.FP •'•. it No.55705 a*-i" I y ,111 STAT F "'!c'9&l0NAL,C, J. ROSOWSKI 107110/111 VINYL un�m'nwrnc�wxmer rerr�avffw7wn7� 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 FLCERT.OFAILTH.:29298 I PICTURE WINDOW A Lynn M111- P.E. I s t.n�aece I I s"si° I &,-*v^" P.E.#58705 PW-420 NTS 3 of 3 2071011JR