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HomeMy WebLinkAboutREVISION 1-2-18OFFICE USE ONLY: DATE FILED: - .cr� .' 9 REVISION FEE: 0 75--Q 0 1. LOCATION/SITE ADDRESS: 2. 3. CA 5. P1 PERMIT # RECEIPT # MO —f RECEIVED PLANNING & DEVELOPMENT SERV14 ES BUILDING & CODE REGULATION DIVISION JAN 01 2018 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462-1553 FAX (772) 462-1578 ST. Lucie County, Permitting APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION S_ Vvy' l DETAILED DESCRIPTION OF PROJECT CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: CROWAV BUSINESS NAME: QUALIFIERS NAME: ADDRESS: S CITY: PHONE (DAYTIME): — 51 OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: PHONE: ARCHITECT/ENGINEER INFORMATION: NAME: 5wuC, ADDRESS: IIA 06111 CITY: 11r PHONE (DAYTIME): Revised 07/22/2014 ST. LUCIE COUNTY CERT. #: ATE: —%--L- FAX: —A—l'Z zSLi STATE: End STATE: File COIPY FAX: ZIP: } M IAM!-DADE MIAMI DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE NOA www.miamidade.gov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 ST. LUCIE �� CO P ' PLC IyISI® REVIENITB FOR ED BY SCOPE: REVDu V( This NOA is being issued under the ap4 - iTs i nVNI use of construction materials. The documentation submitted O'd(01X t � 1 `iami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHD. 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 aPted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately r�, or suspend the use of such product or material within their jurisdiction. RER reserves the C acceptance, if it is determined by Miami -Dade County Product Control Section that fi�YdY(h1�ig meet the requirements of the applicable building code. ip't�¢4l This product is a9y�>nd has been designed to comply with the Florida Building Code, including the 1-fig Zone. DESCRIPTION: Series "PGTO' 17 �� Extruded Aluminum Tube Mullion -• L.M.I. APPROVAL DOCUMENT: Drawing Ifo. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 ough 25 of 25, prepared by manufacturer, datedC /29/11, with revision C dated 06/19/ d and sealed by Anthony Lynn Miller, P.E., bearing th �mi-Dade County Product Control Revxs� a'th the Notice of Acceptance number and expir 4A by the Miami -Dade County Pal, cog,„ LABELI �' "£�'a'l� r anent Iabel with the manufacture`WW4 ' , city, state, model/series, ��l -'�� 9rni-Dade County Product Control Apotherwise noted herein. ,gp'`bVp O,o C'y�lj RENEWAL of this NOA S% ered after a renewal application has been filed arT e en no change in the applicable building negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0218.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P�p,., Mpa pi g , File COPY PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.10-0819.05) 2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS I. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05105111, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No.10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51j' Edition (2014) and with FBC 6tb Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE I. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-1 Jorge M. Plasencia, P.E. Pro uct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-51 Edition (2014) and FBC-6,4 Edition (20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 16-0218.03, issued to POT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 04/14/16 and expiring on 05/26/21. �.r Jorge A Plasencia,P.E. P duct Control Unit Supervisor NOA No.17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE I, - MULTIPLE IO MULLNS OPENING WIDTH FOR VERTICAL MULL--1 sEEDETAILS ARCHESTOSE I INSCRIBED wsu RECTANGULAR SHAPE SHEETS 2i SEE DETAILS ATHRU O; SHEETS 1 II III Y 111 _ _ I I 11I \ 1 1 A EDETAIILS SHEETS 24 --r I11 I, / OPENING VERT. HEIGHT MULL LENGTH FOR HORIZONTAL SEEDETAILE, MULL SHEEi3 FENESTRATION PRODUCTS MAY BE DF ANY TYPE MUSTSE - MANUFACTURED BY PST. I /SEE DETAILS HOW ZOMAL MLLL A-D,G,H; SHEETS24 LENGTH HORIZONTAL MULL LENGTH GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FORTHE 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 BYOTHERS. 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS HAVE BEEN TESTED AS "FREE-FLOATING' AND DO NOT NEED TO BE DIRECTLYATTACHED TO THE MULLION CLIPS, BUT SHALL NOT HAVE A GAP OF MORE THAN 11,V FROM THE CLIP. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE MULLIONS ARE CALCULATED TOO NO MORE THAN.L/180. 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. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 24. 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 SHALLAPPLY. 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 7) 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. 8) REFERENCE TEST REPORTS: FTL-6443; ELCO ULTRACONIAGGRE-GATOR NONS 9) MULLIONS AND CUPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVF2 11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1^OPEMNGWIDTH—i I'^HORIZ MULL LENGTH^t '1 LENGTH r 1 I OPENING HEIGHT FOR p OPENING MULL NORM f U HDGH1 � LEN.G� P M UL � H LOPEMNO W DTH SINGLEMULLION SINGLE MULLION FOR VERTICAL MULL OPENING WIDTH FOR VERTICALMULL SEE CORRESPONDING DETAILS MULTIPLE MULLIONS FROM FIGURE 1 ABOVE CODES / STANDARDS USED: •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION :2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION �ANSUAF&PA NDS-2015 FOR WOOD CONSTRUCTION .ALUMINUM DESIGN MANUAL, ADM-2015. -AISI S100-12 -AISC 360-10 INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT LBSIFT' FOR THE OPENING USING THE ASCE-7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL Ff T THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. GENERAL NOTES1 INSTRUCTIONS _.............. ... 1 ELEVATIONS .......... _ _............... 1 MULL TO PX WOOD ...__._.......... -. 2 MULL TO 1X & MASONRY ......_.,.... 2 INSTALLATON NOTES...._..--- 2 MULL To MASONRY_.---. MULL TO STEEL STUD_—.-....- 3 MULL TO MULL ....................... _ 3 ALTERNATATE CLIPS .............. 4 BAY MULL NSiALLATION_........... 4 1 X2 X.125 MALL SPECS_..-_..__ 5 1 X 2 X.376 MULL SPECS--._....-6 1 X 276 X.376 MULLSPECS...._._7 1 X 2.75 X.66 MULL SPECS _... ...... 8 1 X 3.125 X.6D0 MULL SPECS._.....9 1 X 4 X.126 MULL 1 X 4 X.375 TUBE MULL SPECS.._ 11 1 X 4 X .375 'P MULL SPECS_...11 125 X 3.188 X 265 MULL SPECS_ 12 125 X 3.25 X.100 MULL SPECS ...-13 126 X 325 X.824 MULL SPECS_..-14 125 X 3.94 X.624 MULL SPECS- 15 2 X 4 X.25 MULL SPECS-._--•. 16 2 X 6 X 25 MULL SPECS-.__.. 17 126 X 2.11 X.125 MULL SPECS_.. 18 30• X 325 BAY MULL SPECS........, 19 45' X 325 BAY MULL SPECS ...._- 20 MULLION & CLIP DIMENSIONS__. 21-23 EXAMPLES 1 &2.............. __.._ 24 LOADING EXAMPLES_......_._.-_.25 3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS 'RECTANGULAR! OR "TRIANGULARITRAPEZOIDAL'. 4) FIND THE CHOSEN MULLION'S MULLION CAPACITY (LBS/M FROM TABLES to THROUGH 16A, ON SHEETS 6 THROUGH 20 RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY(LBSUFT') OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBSUFT') FOR THE OPENING OBTAINED IN STEP 1). 6) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS). THIS VALUE REPRESENTS THE W INDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. 6) FROM THE ANCHORCAPACITY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE ANCHOR/SUBSTRATEIANCHOR-CLIP PATTERN MAYAPPLY) SELECTAN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY IS MET. - 7) IF THE MULLION CAPACITY (LBSIFT) OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBS/FT'1 FOR THE OPENING, YOU MAY USE THE -ANCHOR CAPACITY ADJUSTMENT FORMULA' TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE 8) VERIFY THE DESIGN PRESSURE RATING (LBSIFT') FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITY (LBSIM OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION PRODUCT ASSEMBLY. 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. PRODUCT REVISED 25 complying with the Florida Building Cod, NOA-No- 17-0630.01 Expiration Date 05126/2021 By Mlaml- de Product Contra ANY LYNIV,yl��''""/,; �'t�.•' VLGENgF'• �4„ * ; No. 58705 ATE A'INAL LW OMIti11BF� E` FL P.E.# 58705 2n wZN$ i n DETAILA. DETAIL B: Mu 3UN ° MULLION TO 2X WOOD BUCK MULLION MULLION ATTACHED TO 1X eucKBTRIP Tom• ^ BSTR S OR WOOD FRAMING PER SUBSTRATE WOOD BUCK AND MASONRY ATTACHMENT (OFFSET SEE SEE TABLES 1813R (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BYSEE HEFSOTE LD a MULLION I I SHEET 1. GI N V I a .' I I ,• ' _� W I I I SEE SHEETS I I NBN2.TKSI �r, -' EDGELU _ I a CONCRETE OR CMU', •I U) EITHH2 THE I I I 21LOCATIONS n d b I .I - SIEE SEE TABLES M j Vl STANDARD O I ' I EDGE DISTANCE 1 B-13B N OFFSET MULL EDGE I n FORMASONRY a W Q O ~ CLIP MAY BE a 1 I MSTANCE FOR WOOD c a I I I ANCHORS m g (q TMISTALLED d < SCREWS L a 'd n I I SIDE VIEW ,� F O 0 .26D•MAX FOR �Q ALL MULLIONS d ' n EITHERTFE � (•- Q d STANDARD OR ' 2 E m 2 o .Q _ t✓% ' 4 .da CL P MAY BE W D_' Z s� d , - L—` a INSTALLED BY lz ° ° EXTERIOR Tws'METHoo. Q Z a a d' EDGE / 7 ? G d DISTANCE . d FOR m Z O N n n MASONRY a I- Q Z TO � a a THE OFFSET CLIP IS ANCHORS a ~ F mm �O O RECOMMENDED FOR ^ - j A i� o FIN-FRAMED EXTERIOR �d VVINDOWS,BUTMAY n F Y Y ALSO BE — FOR ® OTHER FRAME TYPES F U Z a 0 0 az z m rn g a XO s0 TYP.ANCHCR ANCHOR _"•s. BI IL SEENSEENOTE 11, : f SHEET I. FRONT VIEW SIDE VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION 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 OFFSET CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMFDADE COUNTYAPPROVED ELCO ULTRACON OR ELOO 1/4' S.S. AGGREGATOR MASONRY ANCHORS TYP. ANCHOR U S I � rc PER SUBSTRATE, SEE TABLESlB-13B PRODUCT REVISED SUCKSTRIP as comp)y'ng with tho Florida AND BuBding Coda T ATTACHLENT IvotL No. 77-0630.07 BEE NOTE 1, (ration Date 05/26/2027 EMBEDMENT ' <: 'F - SEE NOTE 1,P SHEET I. By ��•' • NBaml a roduee control NON W KSI CONCRETE OR CMU FRONT VIEW t{{tll llll T� ` �•��''• 10ENS �C No.58705 = VATfWF A. LYNINi M112LER, P.E. FL P.E.# 68705 DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) m EULLBE BYW EXTERIrFDGED111---E dAa a d , SONRYCHORS ANCHOR SUBSTRATE. ,—PER SUBSTRATE. . MIN 2.7 KS CONCRETE OR CMU FRONT VIEW TYP. ANCHOR 1 PERSUBSTRATE, SEE TABLES IB-13H I jaOANCE F FOR MASCMASOM2V ANCHORS TYP. ANCHOR PERSUBSTRA SEE TABLES 1 ES NOTE I, f SHEET I. - EDGE • .. I_�DISTANCE SEE TABLES MIN2.7KSICONCRcFMCRCMU 1B-138 SIDE VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVEARE FOR 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, REFERTO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILSA-O, EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, THIS SHEET. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1/4" S.S. AGGREGATOR MASONRY ANCHORS. THEOFFSETID IS RECOMNENOEDCLFOR FN-FRAk® WINDOWS, BUT MAY ALSO BE USED FOR OTHER FRAMETYPES, FRONTVIEW EXTERIOR DETAIL E: ary o —I 12rNIN MULLION TO MULLION INTERSECTION NOTES: o d a (U-CLIP) 1) MAY BE INSTALLED IN'TEE' OR 'CROW o INTERSECTIONS- m V ES oz y 2) MAY BE INSTALLED HORIZONTALLY (SHOWN) OR VERTICALLY. N 3) SEE U-CLIP DRAWINGS, SHEETS 21-23 U TOP VIEW FOR CORRESPONDING MULLION . Z yCS, I j MULLION LU O W = VARIES J B72 STEELSCREWS, SELF-DRIWNG OR PRE -DRILL \ �MUWON AND USE SMS Cl• W p }' jr M incc)to zz 7 Tn co W MUWON i,- Z 0 � O c•-- LINTERSECTION W cC $ #O U-CLP F o .9Z EXTERIOR < Z r 2 Z Z Q N O) do LO SEE SHEETS 21-23 FOR a co) J o S� HOLE LOCATIONS FRONT VIEW EDGE $ � Q Y Y DISTPNCE SEE TABLE _ (n Q O Q? z O O SIDE VIEW 0 DETAIL D: PRODUCT REVISED MULLION ATTACHED TO as complying with the Florida STEEL STUD Building do (STANDARD CLIP SHOWN) NOA-No. 17-0630.01 Expiration Data 05126/2021 STRUCTURE BY TYP. ANCHOR FER3UBSTRATE. MlamF-D a Protluet Control A SEE TABLES 18-13B SEE SHEETS 21-23 FOR HOLE LOCATIONS ` MULLION ® EDGE `,1 11 j, DISTANCE JFOR STEEL STUDS THINNERTHAN 1.138 �`•t`� � 6 GAAND COMPLANTWRH THSEETABLESEFL BUILDING ODE, A 2X WOOD BACKER MUST USED. ATTACHMENT BY OTHERS. ••• � USEWOOOANCIIORSPECS SIDE VIEW _ * NO.58705 NOTES: 1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD ANCHOR VALUES MAY BE USED. '�i�`s ••!c(ORIDP,.••G��`� 2) SEE CORRESPONDING MULLION TABLES, SHEETS 5-20, FOR QUANTITY OF SCREWS. A LX/yiv FL P� . 58705 EXTERIOR O 0 16 EDGE DISTANCE PERANCHOR DETAIL F: DETAIL G: DETAIL H: FIELD -MODIFIED MULLION CLIP ANGLE MULLION CUP BAY MULLION INSTALLATION (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) SEE DETAILSAA SHEETS 2 AND 3 FOR NSTALEATIGN TO SPECJRC SUBSTRATES. STANDARD CLIP TO BE MODIFIED IN -FIELD. NOTES FOR INSTALLATION OPTIONS R 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26' X 2.11' X.126' MULLION. 2) SEE TABLES 1B-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. INN NOTES FOR INSTALLATION OPTION G 8 H: 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. 2) DETAIL G; SEE TABLES 1B-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 16B OR 160 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE LOCATIONS. PRODUCT REVISED as cam Ing with the Florida Building Code ROA-No. 17-0630.01 o Expiration Date 5/26/2021 By Mlaml-O,,Product Control— Gl 2 W Illf pN cE.vyF */!��% z ® P FsS/Ft OR10P,NG\C��� /// 01VAL 0 A. af4j4IMQ .LA, P.E. 0 FL P.E.# 58705 TABLE 1A Mullion Cap--ity Table Opening VJ(dfh(forverfl By-sparvingm181ions) or Opening Height (for hoilmrdaII'spamvOmuli-) 50 in Go In 701, 80 in eO In 100 in 120h1 140N 160 t1 t3emai(p)er T-Fflere. ReWngutar 7Y4pJMs Q- Rm�gder Trop/78an8. Fectan@11ar IYaPRrE^& peDtargd<r Tn{dTdarg. Rectangula Locdlng Traprr8mg. Loadng I�ctmgutn Uadn9 TmpRdatg. I. -Ong Rer2angular L0adn9 Trapmlm�g. Loadm9 (iatan)p- L08dhe TraplOiarg. Loodng Ix211.125 Loadn9 L®dR9 I.-ft L0adn9 1. 9 L.&V Lnadne Loadrg Load-9 Load 9 Alum. Tube MuNon . 3..fl-i 3 gg £ m^_ Sa a a x iv $� a_ g� r r_ A� a a $� �' r m� a•^ g€ &_ �� a $ r_ �� a A'�. a gg..- �^ 79 Ii� aIa3S8n sa `a_ s rtJ `ff g Sg b i� 19a RR 'm �m s I� s$ a-d�`z S- day 2€.rcS 42 L1 111.9 408 129.5 332 932 408 11&6 325 79.9 408 107.8 321 69.8 400 104.4 30 6ZI 408 104.0 319 559 408 104.0 319 46.6 406 104A 319 39.9 408 104.0 318 350 {0g f04.0 319 48n 74.9 312 8JU 168 E24 S72 73A 252 635 312 67.0 248 46.8 312 632 246 41.6 312 613 244 37.6 312 61A 244 21g 312 26.0 312 2Bt 61.0 49.3 244 219 'di.8 22.0 312 281 61.0 493 244 21g 23.4 2&0 312 281 67.0 4&3 244 21954N 50.625In 639 281 like 234 53.2 281 6L5 228 45.6 281 55.7 521 222 36.5 281 247 60.1 39A me 194 31.9 26.3 2814&3 247 36.4 193 21.9 247 3&1 193 18.8 247 38.1 193 18.4 247 38.1 183 526 247 S7S 207 439 247 49,B 202 37.0 247 44.0 41.6 198 29.2 60h 38A 200 61Z 170 320 200 36A 166 27.4 2D0 31.6 28-9 160 21.3 200 27.1 169 192 200 2&B 157 16.0 200 2&0 /5663 N 331 161 S53 155 27.6 161 30.3 I. 237 181 �9 ]149 C39.9228i 24A 146 18.4 181 22.8 144 18.8 181 21.7 143a 68in 29.a 165 30.6 142 249 1&1 26.1 13S 20.8 185 2&1 21.0 134 721n 22.2 139 23.3 120 r6.5 139 19.9 118 159 139 17.5 76 in 1&9 125 19.7 109 15.7 125 16.8 107 78 N 17.5 118 11L2 104 TABLE 1B B0In0818: ♦ulcrwrw 23k C-1d. - 35k Cox. .a...o ...� H04m CMU Riled CMU PT Wood Metal Anch Typa 3/16' Bco Ultmem ix Fico USrwam 1g y"' EicE'0o 311 V Ebo Ultacon 1P1' Ebo UDraeal V4' SS Eko Aggn Gata 516' B40 UBraoon 7M' SS Oc0 AMeGator tic Steel 8esn'P (G5) 912 Steel Suw ICS) 012 Sled 8a (135) Anchor Clip Patterns t` 7.12' 3t18' Y 2-11Y' 1' 2-12" 7 3.118' T 0.46' 0.54' 0.324° Ed9a 0(atanc0( ): Emtnebnwn MC 1' '1�l<^ 2-1/2" I-W 1V4' 1.314' 2 1-V4' 141V 1-1W t-114^ 7-1/4' 1-1fT 2° 13/B' law lo0eo 2 Anchoa ®4.75" Min. O.C. / SbndaO m OHSPI O� lF10. 1k 3871� 390 mo 411 Ds 890 8/s 184d bs Z10 bs 280Ihi 354 @s 74D IGs 37410e 684155 846 Ow 34I b a 44211. 560 B1s 1f200u 4 Anch=01.7S Min- O.G IS1aMa1(m Otsep Clip (Rg.2} 4801bo 7008>s WA WA WA NIA 380 @s WA N/A WA WA 86010s WA 18921M bB20s 682 4+s 0859>s 885 In 11201D5 4 Andras ®3" tr6n O.C. IT2) 215Arglo Caps I (Fig. 3k 780 ms 7W R. 8so. 156o. 1698. 540 9n 5601ps WA 7601x 746 Na WA WA WA NIA 7151E 2 AxOom ®0.45' MiO. O.C. / t1Cip, Nm.125"AMn.IFg. 4k WA WA WA WA WA NIA WA 1401c WA 1711, WA WA 33" 473lbs 70 se 21hs 2000s0 1Axtor/Fi2'ry (RO•Sk 1&46s 195n 195 225 ms ts A NIA 3410. 4421La 2Anctrora @ 7.75 Mei. O.C! F13ip (Re. Bk 240 Ns 350D WA A WA A TMENT FORMULA: (D �) J( ( ANCHOR CAP--) -ANCHOR CAP.- `MULLION CAP.,o,,,,c, USE THIS FORMULA TO OBTAIN THE"ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY FABLE NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHUK HA 1 ERN AND slrvunurc VALLico r,6 FIGURE 1: FIGURE 2: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) UNFAIR INTERPOLATION BETWEEN MULL LENGTHS ANDfOR OPENING WIDTHS IS ALLOWABLE FIGURE 3: • o 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. USED IN PAIRS. FIGURE 6: II II II II- JI 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C.90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-TSAND BEA MINIMUM OF.125" THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST. 125'TH THEMTERIALICK AND 10&#12 NCH ANCHORS INTO METAL SHALL IXTENDATR 410 S. SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL 18.8 S.S. OR 410 S.S. ANGLE CLIP MUST BE FIGURE 4: FIGURES: MID ® i< C11® F X N = U Q 0 U O D Z mO PRODUCT REVISED as complying with the Florida Building Code NOA-tic. 17-0630.01 Expiration Date 05/26/2021 By Miami-D Product Control ``7, 7 aONY LYNN� .� �� � •' �icENSE • ���(� �,;• _ No.58705 �pCt/XE 17 :' <U: •, F '';.S'0NAt cN1�`, A. L• NNIN!1111 � P.E. FL P.E.# 58705 TABLE 2A MulOon Capacity Table sR[1 Opening Width (forlertital"Patadng mullions) crOPening Heigh (for hofiwrdb8gy-GPanNng nflo11s) Win 70 in WIn 1 Win 100 in 17A 1n 140In 160 in Res6 Win nBWar TrapTAaq. ReclarpNar T.F�ni141 mBnlu i-P7nag ftctno 1. TzprT0aty. R-d-Ruar TreWiifan9. RedangLdar inpr3an9. Lueding Recmng�lar Loadlrg TrzWidaG. LOadmg Rain Loading --oar TraprrrlenB. LoadlnB RenWnBular Loading Trap?rIBnO. Loading 1 x 2 x.376 AWm.Tube Loading g• Loading Loading Loadiding r Loading .a a Loading a z loading �' a tasd'mg < �-. Loading t1 Lnagng aa�,. MuWong�B 11b�g,Gd tL�g$ S��S�@ �'$ �� d¢� 5'o d`K g�6. @ d Ga �� 6` 42 in ZE.f� 170.0 tM 170.0 d`¢ 435 151.3 d GM 1TO.a 6B2 170.0 506 1136 662 1e9.5 518 100.8 8e2 t8&B 517 9a8 682 168.9 517 76.7 6% 16&9 517BQB fi82 i6&B 61T (s&7 682 'IB&B 617 48N YYI.B SW 138.0 41B 101.4 607 1182 WT 10&7 403 70.0 507 102(1 399 67B 607 ge.6 39'7 sae W7 B9.0 398 50.7 507 99.0 396 434 W7 466 89.0 80.0 386 9W 380 3Z-0 507 456 99.0 00.0 396 358 W.625 b1 iW.7 458 1146 378 8&4 4w 98.B 371 14.1 4,% 40D 90.6 a64 372 64.8 5&4 456 400 648 87.3 3W 310 57.8 456 47.5 400 87.3 64.0 367 315 51.8 427 456 400 WO 62.3 3W 314 432 3&6 958 400 W.0 61.8 356 313 37.0 30S 400 81.0 313 2&7 400 81.8 313 541n Win 8&4 823 4W 32d 8&3 fi6,9 336 278 7t2 61.8 400 324 80.8 57.5 328 270 81.0 44b 324 727 61.2 264 3&B =4 4&9 2W 34.6 324 0.9 2W 31.1 37A 420 255 260 924 40.6 DS7. 222 324 40.5 253 324 40.5 253 6 C lid h1 63.8 2B4 67.4 252 q4B 2B4 492 240 3&4 294 43.0 241 33.6 294 9&8 23T 29•9 294 37.1 234 2&9 294 352 232 224 294 33.5 230 192 294 334 23D 204 3&4 230 66In 4&8 2-W 49.8 23o 786 39.0 30.0 2W 225 424 31.2 225 191 3&4 97 268 225 37.5 28,4 227 188 29.2 226 Z68 226 341 2&8 218 1B5 2&0 268 20.0 225 MA 23.5 215 1@ 214 1&0 20 221 29.8 22.1 212 1W 'IRS 1&0 2W 276 2&0 20.3 210 177 7&7 729 268 226 27.7 116 17B 178 [It3 2B8 275 27.7 19.6 me in 17630.6 72fi 36.0 225 2@ 37.9 120 777 2&s 2@ 27.2 173 21.9 202 23.8 170 t&2 2@ 21A 1W 17.0 2@ 19,7 1fi5 15.3 2@ 184 tGi t28 2@ 16.7 1W 70.9 75B 2@ lie 758 78N 28.5 1@ 29.a 1W 238 1@ 2&1 165 ail 192 7L0 162 17.7 1@ 19.7 159 167 1B2 1&1 157 ta.2 1@ 788 i54 11.8 192 162 t52 10.1 TI-P2144 1W &B 102 14,2 150 W h1 1&6 144 19.0 13 164 144 76.7 128 S6 N I&2 11 27 1 15.6 113 TABLE 213 • Anchor Ca ae Table Obs) Substrate: 27k 0-te 3.5kConn. Hol! w CMU FBI CMU PT Wood Metal 5rta` poa 1/4" SS Eloo 6rfe' Elno 1/4' SS Ebo "I Steel 012 9tetl ftf2 steel AronorT7pe 3nc �O unrzcan 1/4' F1ea IDbaoon llRraeon SH6' E7w Uthsan 114' ow tAt oal Ag�eGetol VlOacon AgpeGatur 8p (O5) So"= 64f PS) Anchor Clip PetL9rns 2-112'-1W 3118' 1' 212' 1• 2-12' T 3-ila• 7 0.48' 0.39' 0.924" Edge D�tance (hl 1' F�hdmenl (tnk 1314' L44" /+'VP 1J/4' 2' 1-iM' 1-1/4" 1-1/4' 7.7l4' 1-1/4• 1.114" 2' 13re° 1.318° ledas 2 Andras N4.75'MIn. O.G/9farMalrlmOlfset pup (FIB.1k 39016e 4Wes 8900. 1B46 3411ds 442d B8S 0n 1120@s3'MN.O.C.!R)2+5Argb03ps/(Fg.3k Anolmra ®1.15' Min. O.G ! standard (or Onset) OIP (Fug- 2k 4B0 Ibs WA WA WA WA 8BD Ibs WA N/A WA WA BMWs WA iW2Urs 6B21bs emIbs0851bs 71200ss,,y11i71pWA 780Ibs �79DMS fi80ms 1661bs f836Ito 540bs 5W. WA 7Wra 7481hs NN WA WA WA 71516s WA N/A WA WA 135 ms WA 140 Ore WA 177 lbs WAWA 3700s 1fl716s 93205 4T3 ms 170 hs 2211bs Z801bs 1 Ancbm/FQip {FWSk 18510s 1s 225 bo I,5 6221ts WA 190 Rs WA WA N!A WA WA S11 Pos G216s 5801bs 2 Amhara C9 1.1? Min.O.CJ F'13ip (Fig- 6k 210Ibs 350 IOa WA WA WA NOTE: FOR THE OFFSET CLIP, USE THE SAME ANL HUK PA I I tKN - --R -- w , ANCHOR CAPACrrY ADJUSTMENT FORMULA: (DP,m)X (MANUCOR A.a) _ANCHOR CAP.- USE THIS FORMULATO OBTAIN THE `ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPAC41Y WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITYTA13LF PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 FIGURE 1: FIGURE 2: TABLE NOTES: 1�7 ® 1 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. _ - SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1.000 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS IS ALLOWABLE . FIGURE 3: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. 1 t 11 I I 1111 / / z.000° N HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. `� a0.......... FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. L`� �_�: k,\CEIV3B ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED a.5*_ CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM G90. WOOD SHALL BE PRESSURE -TREATED * �• �705 •: FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063•T5 AND BEA MINIMUM OF.125" ICK(16 GAUGE). STRUCTURAL STEEL TO BEAT 1•X 2'X37S MULLION THICKSTEEL STUDS TOBEAMINIMUM GRADE 33 AND.045°TH'•0 :(i(:' �_ • LEAST ,125°THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND �O TE 1 l 4U- - �� THE MATERIAL dkl0 & #12 ANCHORS INTO WOOD MAYBE STEEL, 16-8 S.S. OR 410 SS. T `AL A. LYNN DRILLER P.E. FL RE.A 58705 TABLE 3A - MuOion Ca city Table (IbsflEz) Opening Width (torwrti V-spamdng inLOOM4 Or Opening Height (for hodzorrb*spmWng mufionS) 50 in ea in 701n 801n In ion in 12D In 140 In 16061 ReetOngda 7repl91etg. RecmnBrOeT Try/Meng. Reclall4ldar TreMd-v• Reetangdar 'frepJDL 9. idec ' TTrtP7d- RaefmrpNar TraprTrl N Lmd"rg Reclanaw. TreA HMO• L.S.'a Loed119 Recienptlar Trap/rdan9. L-4-9 LOadng Raetane� �9PrTr@^& Loa loadn9 t u 276 X (p.�"s a g Lea9 L d dn Loadng L9adnq Lw9 L-&N de Losdr® U.-.nq loading .376 Alum. ubeasS. y, a �a"@ aTil' >�. � @. $€ i pAulgon 2 Timi T1111 d1d�rc tT c tJ _ t� e � t� v (S c U fS [S v a$ 5 o•e` _ 9.91€ F 2 PS� Fp •fig gs� z r� z�, A. srg d�a ��. arc ��. �� ad E� f a f /2N 170.p 620 170.0 435 170A 744 170.0 678 170.0 868 170.0 5m 170.0 eR 170.0 519 vilo mt; 170.D 621 1R0 1240 1RO 621 14S.7 13DI iR0 521 127.5 1301 170.0 521 111.5 1301 170.0 521 170.0 70a 170.0 624 170.0 650 170.0 Sao 170.0 992 17,0 630 170.0 1133 170.0 681 151.8 1139 170.0 W7 136.6 1139 1R0 fim 1718 1119 170.0 680 BT9 1139 170.0 6m SSA 7139 170.0 6m t70.0 747 1R0 563 170,0 898 t70.0 639 167.8 1032 170.0 684 148.E 1032 170.0 723 130.E 1032 170.0 T47 717.4 1032 1R0 758 91.9 1032 iR0 756 53.9 1032 170.0 756 73.4 f032 170.0 756 170D 787 170.0 612 781.3 ea7 1Ro 691 7382 9W 184.7 730 1ffi9 907 1526 720 1W.5 907 1_0 714 858 907 141.1 710 80.6 W7 110.0 ia9 64.1 m7 14D.0 71t3 60.6 807 140.0 709 r6. 141.1 735 151.5 625 117.fi T35 1705 617 .100.8 73S 1150 599 88.2 735 1082 Sm 78.4 735 S9.5 6a3 R5 73S 95.1 57S 58.8 735 9f.B 574 50.4 735 81.8 974 44.1 735 91b 574 121.9 686 120.0 570 101.6 GM 111.6 657 57.0 E66 Wit 647 762 we 80.1 533 67.7 669 83.9 531 60.9 666 79.8' 5W 50.8 6W 75.8 521 13.5 866 76.8 621 38.1 686 75b 521 706.0 607 1124 522 88.3 607 96.7 511 7-1 fiD] 85.0 50f W2 807 77.1 493 58.9 607 715 486 53.0 607 67.6 481 442 W7 63A 470 379 60J 627 474 311 807 62.1 474 72m 81b 510 a5b 441 fi8.0 510 73.0 434 58.3 10 54.3 426 51.0 510 57.9 419 45.4 510 513 413 40.8 STD 50.0 4m 34.0 510 45.9 402 292 510 44.4 389 25.6 510 44.3 399 3 76 in 69A 455 775 400 57.0 458 61.7 3=% 49,6 41, 54.1 38S 41A 01 48b 078 35.6 468 44.6 373 34.7 458 41b 366 289 455 37.7 362 24.8 458 36A 359 21.7 458 35.7 358 g 78 Fn 642 435 67.0 381 53.5 435 56.6 373 4&9 43S 499 368 40.1 435 44.7 3W 35.7 435 40.9 355 32.1 435 38.1 351 26A 435 37.4 3M 22.B 435 326 J41 m1 435 322 340 901n 41.6 32 -Z.- 34.8 327 36.4 265 29.9 327 31.8 280 2S1 327 28.3 2/5 232 327 25.7 271 20.9 327 23.7 2E8 17A 327 21.0 262 149 327 18,3 25e 9aN 30.4 28T 39A 257 26.7 257 299 252 24.8 2a7 MC 248 21.6 287 211 244 19.1 287 209 240 17.2 287 19S 237 14A 2S7 1S9 232 1081n 2A2 227 24.7 205 20.2 227 20.8 201 17.3 227 16A 198 15,1 227 76.0 195 1111n 2 33 215 22.7 994 18.6 215 19.1 18f 159 216 16.6 188 123 in 1 17.6 1 184 1 ITS 1 107 TAAI P'AR SObshatw 27k Cmerete wrcnor a.a a 3.5t rLn0. Hollow CMU F91ed CMu PTNbOd 5116' Ek0 1!a'S3 (3ASnfi-E 0 t/d- SS FJrn S10 steel 912 SlIel Anehor type: 3116'Eto IBbacbn 114' El UUlbacen Ulllaeon 9718" FJOP Neman 114' Eleo UOracon A.rs�"r UOracon Ag9reGetor Screw(Gq S.- (0)Anchor �321" C6p PatternsEdge 1' 2-7? S.1lB'1'-''T3-1I8'7045' Ob4' Dislarme (in4 1' &1/2' 73141-31v 2' 1414' 1-:U4' i-114' 1-1/4' 1-1J4' 1414' Yi3B' Embedment 0* 2 Atrclrors Q 4.iS Min O.R IS tandard xOrset tlap (Fig. t): 1314• 13J9' 3901bs 390 M 4601Ds 990 0:s te44 @s 2J0 @s 2m Ors 35416s 740lb, 374 lb. 6641bs 9461ba 941 Itw 4421b3 em It. 560 @a 1120lbs 4 An"hOrs ®7.15' Min. D.C.131mdatd (Or .) C"a (Fk 21: .1 4W Ihs 7m Q# WA WA WA NIA 3W Ibe WA WA WA @s WA am Ibs WA 18921bs 882 @e 6821bs BB510s 712(l lbs 4 Anet 03' Min O.C. ! (2) 2c5 A71910 CfPs ! ffi0. 3k 780 @s 7m 9s 6901b9 1580 a. 1896 W 540 @s SW B. WA 780Ibs 748 NIA WA WA WA 716@s 2Amtaa �0.45'Min O.C./Ut31Pitdo.l7S AIVn. (FI&4t WA WA WA WA WA WA WA NA WA 177 @s 370.Ibs WA 187 Ns 3321bs 473 0>s 170 ibs 221 Ila 2m @s 1 And= I F-Mp (Fig. Si: 195 @s 195 @s 2251bs 446 @S 82216s 135 @s 7401W WA WA N!A WA 347 @s 4421he SW @s 2AnOhors ®1.75 Mh O.CJ Fpip (Flp. mi 240 @s 350 @s WA WA WA WA 190 @a WA ANCHOR CAPACITY ADJUSTMENT FORMULA: �) X r ANCHOR CAP.,-::) _ ANCHOR CAP.,, . \MULLION CAP.�. USE THIS FORMULA TO OBTAIN THE"ANCHOR CAPACITY REQUIRED"CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. NUlh: rUK IKCVrr-1.1, FIGURE 1: FIGURET TABLE NOTES: • ® 1) SEE SHEET FOR INSTRUCTIONS ON USING THE TABLES AND SHEET FOR INFORMATION ON LOADING. [•7� SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. FIGURE 3: • o 11 • • ANGLE CUP MUST BE USED W PAIRS. FIGURE 4: FIGURE 5: FIGURE I% • rr;�• 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE, FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6083-T5 AND BE A MINIMUM OF.125' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK(18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. PRODUCT REVISED as complying with the Florida Building CCoodde NOA-No. 17-0630.01 6lpiraflon Data OW2612021 By Miami lafb roc uct Control ,17111 illlrr7,i `�. aoNY LYNJy�i,,� LICENSE'-, l�F `yF : No, 68705 S ATE T '•, ONAL SC�`I� A. L%N f hILt7ER, P.E. FL P.E.# E8705 TABLE 4A ' Mullion Capacity Table WWI Opening Width (fbr eeNca*sparveig 0ubicm) crOpening Height (tor herimreaily-sparlrulg mtdiom) so In 60h 70 in 801n so 1. 100 in 1201n 140(n 1601n 11cL7bx Reclangulm Leadma Traptllbmg. Loedn9 Reclengufar Loadn9 TrapRdztq). Loading Reolen9ldar LDaft TreyS➢ang. Loadng RedaAWla Loedn9 Treplhd9 Loa&g Ree-9d. Lona. Tworlang. Loading Red..Gw.r Loading 71epTrang. Leading Recmn9lmr Loadme TrOgdatg- Loadn9 RecUraiff Loading T"Padan& Loading Retinae, Loading 7r4011nane. Ina97g .650 Alum. Tube Mullion. 0 00 v o �-� ao y g va o ai ��to o a w^ a U .. >t� ov A^ ov a _ f,- �� as o E� W" V a v` b^ a� o Za u -r �v e g O n 8a tiv 4i a,- �� oa a @ o ., gg..� bo ci _ �•_ a� vo is � U� a u � oae 4 o� '3 � v$ 42h 770.0 620 170.0 435 '170A 744 1R0 470 170.0 868 170.D 506 1R0 tt92 170.0 519 1R0 1116 170.0 621 170.0 1240 1R0 521 170.0 14M 170.0 521 158.7 1620 170D 521 136.0 1810 170.0 521 48 in 170.0 Toe 1R0 524 170.0 BW 1R0 581 170.D 892 170.0 630 170.0 1133 170.0 601 170.0 1275 170A 677 170.0 1417 170.0 680 141.7 1417 170.0 680 12t.5 1417 170.0 600 t0&3 1417 iTOA 680 50.B7S in P¢0 747 1T0.0 fi63 110.0 Me 170.0 631 17oA Lode 170.0 884 110.0 1195 170.0 723 Isle t268 170.0 7S7 146D 1286 1R0 758 121.9 7268 170.0 758 104,5 1266 170.0 756 91.4 1286 170.0 75e 5d in 170.0 797 170.0 612 170.0 956 170.0 691 1T0.➢ 1t18 170.0 754 150.7 1130 170.0 003 133.9 1130 170.0 1G7 120.8 11� 170.0 658 100,5 t1So 17¢D 861 89.1 1130 170.0 881 75.3 1130 170.0 861 60In 170.0 085 170.0 701 1465 916 1623 7e1 1ZSS 915 t44.b 746 108.9 915 1323 735 97.0 115 1239 720 67.9 015 118.5 720 732 915 114,4 715 E2.8 a15 114A 715 64.9 915 114.4 715 63 in 151.8 630 161.0 710 120,5 830 138.9%05.;s 1232 681 94.9 Me 1122 070 84A 630 104.E 662 Me M1189.4656 633 83➢ 935 649 542 B30 94.1 649 4TA 630 84.1 648 631n 1321 757 140.0 650 110.0 757 119.8 1059 624 LI25 757 98.1 814r44.4 757 69.1 Bob68,0757 842 60D 65.0 757 79.0 593 472 767 78.2 691 41.3 757 782 591 7Zm 101.7 836 100.8 652 ace e36 91.0 80.1 i10 t13.6 636 722 52t 636 66.5514 50.9 6W E.3 We 42.4 Me- 572 5W 36.3 6W 55.3 497 31A e30 552IB in 116.5 571 W4 198 721 571 7&8 67.4 p9 54.1 571 B¢6 d71 571 55S 164 432 571 61.8 459 38.0 571 47.0' 651 30,8 571 44.8 447 27.0 671 4/.6 448 781n W.0 542 83.4 474 W.7r-2 70.8 4b5 b7.1 542 621 45E soo 542 55.7 449 542 51.0 442 40.0 5Q 42.9 429 25.6 SQ 40.6 425 25.0 642 AA 423 90In 521 407 51.7 3e7 45A 355 372 407 39.6 349 325 407 35.3 W 407 32A 338 26.0 407 25.1 3Z7 18.6 107 24.110.5 407 2303. 44.1 320 35.8 358 3T2 314 30.7 as 20.8 358 28.8 304 350 26.1 300 21.5 W24.0i7.0 358 21.0 299 15.3 35a te2 28{ - 108in 30.1 283 30.8 255 25.1 283 Me 251 21.5 283 18.8 263 18.9 244 283 18.0 240 15I dd 1'I7 in 278 267 28.3 242 231 257 Z36 238 19.8 217 116.22M 17.3 287 18.3 231 15,4 28/ 185 228 1201D 220 229 723 tog 1&3 WD 18.8 205 15.7 Z29 . TABLE 4B Anchorc=adty TableOhs) SebWbals 2.7k Concn;ta 3.5&lima )1 -CMU I Flffed rTni I PTWand Mete) 511E'tYo Va'S9 ETo0 Yt6'Elco V4'SS EIoo #1091ed #12 Sled #12 Steel 9/18' Efco Nbaean V4' F]eo llmaec0 Ulu, l 3176' FJao Lgtnrnn 1!4' EL. 110tacen A99mG4w Unracon AggleGafir Screw (G5) 6.- (W) eensv (G5) Anchor Clip Patterns 69E P P7A' 1• 2-1? 171fl' 1' 2-7rY 1' 2-112' 2' 3-116' 2' O.M. 0.51` 0.324^ I W4' I-Nr 1af4' WTV 2' 1-//4' 1-1f4' t-114' 1-V4' 1d1r 1.114' 2' I-us"2Anohae�A75'Mh4 O.c./9tandazderOlGip (Flg. 17. 980 ms 3901. 450lb. 89016s 1644 ms 27a lhs 2801bs 354lbs 7401bs 3741bs E64In. 9461bs Wms 492 Bn 550 ms 4 Anolmis 1.15' Min. O.C. / Slandmd (orOfbet) Cop (R9. 2Y 480 700 Ds WA WA WA WA 360 ms WA WA WA N/A WA 662In. 805 1120Ibs 4 Anchors 3' NdM1 O.G / R) 2r5An9l%G!ps I lFig. 3X 780 ors T80 W 89016e 1560 m9 109816s 840 ma Below WA 760H. 746Ibs BBOIbs 18921hs 68216a hs 172D R+s ,4t 2ArogoraN0.45'Min.O.G/ ULOp, imo,1TS AAan.(Fl9.4}: WA WA WA WA WA WA NIA WA WA WA WA WA WA 715 bs 1 Atwhorl FCBp (FIG. 5% 1B5 ffi 195 Um 225 ors 445 ma 0Z2 ors 195 ors 1401be 17I ma 3701bs 187Iw 332In. 473Ibs 17016s 727 ors 2801bs 2 Andras 1.15' Min. O.CI F421p (FIB. 09 241 ors 350 ors WA N/A WA WA 1901bs WA N/A WA WA WA 341 Ibs 442 as 560 ors Nui C: rum 1 nC VrrOCl uu s •�u,,,uurv.,r......,....., r.,.`.-.. _._._._.._._..-__ .._.. ___ ` ,lilrtl.LCv vn,-u,�.a ,�..0 wuv ,,, .,,�. �.w.�, ...._._.. ANCHOR CAPACf1Y ADJUSTMENT FORMULA: �) X ! ANCHOR CAP.,e°,,,,� =ANCHOR CAP.- `MULLION USE THIS FORMULA TO OBTAIN THEANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MUWON CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITYTABLE Ir C' 0 PRODUCT REVISED as complying with the Florida Bulld)ng Code NO=0 17-0630.01 F_olplration Date OW26/2021 FIGURE 1: FIGURE 2• ® 0 TABLE NOTES: 1) SEE SHEET 1-FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. -� 1.000- r �° FIGURE T. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2750 01 ate:: '' UCEN C : Q: '•. FFIGURES ® SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. * : No. 58705 ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 690. WOOD SHALL BE PRESSURE -TREATED BE A MINIMUM OF.125' • tY� •• � = .Qj FIGURE 4: FIGURE 5: FIGURE b` YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1' X 2.75' X.650' MULLION ��� A, O z ��"••'�[ORIOP•.•'G���� ..... �7'7S�ONAL N THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, I" S.S. OR 410 S.S. 1 A LYtJN MILLER, P.E. FL P.E-# 58705 I A1dLt OA million Capacity Table bs/82) Opening Width (ft ruedica4 sparter9 mlfions) or Opening HOipht (Tor hoftntayFSPemin9 mdiions) so In Ea in TO 803n 60 In 100 in 120h 140 in ISOM 1" x &126' RectmOix Loadtrg Tr�plTdarg. LO9dng Ftee�guter Loa6v Trap/01m0. L-Em Reclaleufx ueft TreNTIlem. Loetan9 Rwtansier L-bg 1-pird.9• Leading ReahngWer Loaft Tr*Tlm9� Lowing ReclmgWar Lnadn9 TwTiang. L .&g 12eeten9A Lmdal8 Tr-vTm La�dn9 ReOlargWx LOadr4) Tre{yTdm0. LoadnB FteOlat�euiar Loadr6 71e<Jrdm9. toa d .600" Alum TubeAAd�g i• a y �• 2• - a L ,F6 _,. '6 3 .., y f a d6"�R"� L O �^ a t_ 2 rl L7iii , 0 ,- . g- cl UXcg1 42 m 170.0 6m 170.0 4M 170.0 744 170.0 478 170.0 868 170.0 Si 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 S21 170.0 1498 170.0 521 170.0 1735 170.0 521 154.4 teD2 170.0 521 40 in 1709 708 170.0 524 1719 ND 170.0 W 170,0 SM 170.0 630 170.0 1133 170.0 861 170.0 1275 17MO OTT 170.0 1417 17ILD 680 157J 15T7 170.0 ma 135.1 1577 170.0 680 118.2 15R 170.9 58D W.fi251n 170.0 747 170.0 583 170.0 896 770.0 831 fl0.0 1046 170.0 684 170.0 1195 t70.0 723 170.9 1345 170.0 747 170.0 1494 170.0 758 l41J 1495 170.0 756 121.5 1495 170.0 756 106.3 1495 17MO 756 64 in 1709 79T 170.0 612 179.0 SW 170.0 891 170.0 1116 170A 764 170.0 1275 170.0 803 166.1 1401 170.0 837 149.5 1401 170.0 858 124.E 1401 170.0 MI 106.0 14M 1709 861 93.4 1401 170.0 W BO In 170.0 884 170.0 701 t7D.0 IM3 170.0 797 158.5 1158 170.0 878 138.7 1158 iB7.0 828 IT 1155 1565 017 111.0 U65 149,7 910 92.5 1158 1445 903 70.3 1156 144.5 903 89.4 1156 I'M5 803 63 in 170.0ffI7410.0 746 IMA 1049 170.0 SSG 137.0 1049 155-6 SW 119.5 1049 141.7 US 106.5 1049 132.0 830 959 1049 1255 sZe 79.9 I= 119.9 829 68.5 1049 118.9 819 59.9 9048 118.9 BIB TO Be 1n 16e.80.0 789 139.0 -855 157.3 809 t1B.1 855 1337 7W 1042 056 121 4 775 828 955 112-8 765 83.4 955 100.4 757 69.5 955 00.8 749 69.8 955 88.7 748 521 955 93.7 748 j 72In 128.5a9 07 1DT.0 503 114.9 ISM 91.8 0.1101.1 870 �.3 803 912 859 74.4 603 83.9 640 84.2 803 789 662 57S BW 722 S3'4 459 am 69.8 '6W 4MI 603 69.7 78 v1 tOB214.1 629 91.0 721 07.0 616 78.0 721 81605 68.3 72f 78.5 585 80.] 721 70.1 586 54.6 721 BSA 578 45S721 59.4 SM 39.0 721 58.6 564 3 A 721 %1 sm 781n 101,005.4 600 84.2 6N 89A 537 722 s84 70.6 SM 63.1 W4 70A W 56.1 SU 64.4 US 50.5 so S99 551 421 en 54.1 541 W.1 684 51.3 5W 31.6 WB 534 Ze 436 54.6 514 57.9 448 47.0 614 50.0 440 41.1514 44.8 433 MS 514 40.5 427 32.9 Sit 37.2 42t 27A 514 33.0 412 23.5 514 30.4 408 2D9 514 29.0 40J 961n 50.25.7 404 45.2 452 47,0 396 38.7 452 40.9 390 33.9 462 ,1 452 329 378 27.1 452 313 373 229 452 26.s 385 19A 452 26.2 359 189 452 23.8 355 1081n 3818.9 322 3t.7 357 327 317 27.2 357 28I 312 23.8 357 111fi 35,15,8 306 292 21.8120 21-R! to 77.7B2 T83 ZLf 289 237 259 199 289 205 256 17.3 269 .4 289 16.9 249 1J.9 269 14.s 246 11.B 289 128 240 B.0 789 11.6 238 8.7 289 10.4 Zit I At]LC OCf AnettOrCapa Table SummU Z7k Ornrde S5k C.C. I Hobe auu Fmed CMU I PTWOOd Mdal r5116• pm V4. 5S EcO W16• S" 1f4• S9 EfcO a10 Steil *t2 MH 01258a1 An 1we 3116'EICDUtt1am OC EkoUrr4cOn UiOacon 3'tCflab llllrbem UC FJcoUA2fOn pggeGaor UDrdcOn AggleGffia Soew(C Scrsa(GS) Scr (05) pnehorCOp Pettems DMaM00nj 1" 242' 1• 2-1/2' 34Ar 1' 1 2-V2- 1 1• 1 2-vz r 3-tv 7 0.48• 0.W 0.32C Edge EmOemlenl n I-W4• 1-311 13/4• 1-Vr 2' 1-1/C 1-V4' 1-114' 1-1/4.• i-u4 1-tld• 2 138• 73�8' WiIEs 2 AMh- 4.75•wa O.C./ smmad rr O®et CgpOg. 1ti 3mrM 390 Os 4500. E01D5 16441bs 270 toe 20D ft354 Ile 7401b9 $74 IN 6848s Bidlr6 3d1819 4420E '.b'0a. 4A.11-@IA5'Mi. O.G/ Starmrd Bx OlNet)Cllp(Rg 4 4800s 70DM WA WA N/A NIA 380 Cs N/A WA NIA WA WA 6822. BBSO. 1120 ms 4Amhus@7MA O.C./(q ZtSAtpW_Ctlpsf Dag. 3J[ 78005 7�0s 6A IM 1560 rm 18961bs 540t1s 560uts N/A 7801hs 748103 SW He 18920. 6B28s 885 O1a 11701bS 31rc1=@0.45'MIn O.C./Ucgp, lnte.129'Ak-M47 NIA WA WA WA WA WA WA WA WA WA WA WA NIA WA 10791IS tArcmr/Fci0(RB$ 195b5 1951N 215U. 4450a1 6221t6 13590 14006 1773rs 3701m 1871Os 332 ft 1 473M 17015s 2211E3 29916s 2A 110m@ 1.16• Mtn, O.C1 FCOp ft RI 240105 I 35D10e 1 190 V. WA NW N/A WA WA 3411Ds 442 ih1 550Im NOTE FOR THE OFFSET CLIP, USE I Ht SAMC ANuf1VK YHI I t=ruv'kNF w CTr'om n FIGURE 1: FIGURE 2: [�7� 11 0.. FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE& FIGURE 6: _ANCHOR CAP.- (DP-) X`MUWONCAP.,,®,,,,,� USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED- CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE F-1.000"-4 TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THETA13LES AND SHEET 25 FOR INFORMATION ON LOADING - SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3.125' 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED�� CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO AM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' 1" X 3.125' X.S MUWON THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045'THICK(18 GAUGE). STRUCTURAL STEEL TO BE AT (VVF MULLION) LEAST .125" THICK AND AX ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. PRODUCT REVISED 85 rnmplying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 LYIVN•''�,,i = • L10ENg �V �.: No. 58705 *- 0:• S1ONAI ECG A./LTNNIMIddEA, P.E. FL P.E.# 58705 MUIBnn Capacity Table (Ibafte) Opening Width (forvadically-sparring Iniflons) orOpening Height (for hDAmrfa:y-spanning mlillow) Sot. 60In 70 in Be In BOIn 1Wb+ 120 in 1401n loot. 1 x4x.125 Rrst.09- I.-Ung Tmp/Tdeng. LcadnO Itectmgiiy Lwdng T.#Tnan9. Loadng Rectangrdar Loadng TrOMI.g• Loafing 1.Opn9Wu Loadng TraP'Tdsn9 L-ft Rectanaufar Ledng T.07hai2. Loafing Ru radr IW&M 7kNf6.9. Usft Reciing6v Loafing T.VTdang• Lnadw Roota�M- Lcadmg Tmp7T-9- Loading Rar44q- Lowing T-911en1F LOaa'a AIUnLTUbe Ion o a ci 9 d _ u 3��g G tmgi s O' g �g- fr.g L 1Y �"p' =a $ �e P ti =� l?p 1s5 i> 0$ � 4f a g� S z c� _ �'w' .. v >s$ 'a c9 _�' �� u s � ci _�' cl v a.6 s ci _ a a eE v oB o � 3g fMulu 0 0i3 Pi v ci m ci 13 42 in 170.0 620 170.0 435 170.0 744 170.0 476 170.0 860 170.0 506 170.0 on 770.0 619 47a0 1116 170.0 521 170.0 1240 170.0 621 17DB 1488 170.0 521 14&8 1488 170.0 521 127.8 1439 170.0 621 48 in 170.0 T08 1170.0 624 1170.0 Me 117MO 504 170.0 992 170,0 630 1740 1133 170.0 661 1740 1275 17ao 6T7 155.3 1303 170.0 6M 1303 t303 170.0 660 111.7 1303 1170.01 6W 1 97.7 1303 170.0 00 50.625 in 170.0 747 1 IMO 563 170.0 W6 170.0 631 170.0 1046 1170.0 684 170.01 1195 170.0 723 16&1 12351 170,0 747 14a6 1235 1 170.0 756 117.1 1235 170.0 766 1WA IZ35 170A 1 756 87.8 1Z36 170.0 756 64 in 170.0 7W 170.0 612 170.0 08 17a0 �1 170.0 1116 17a0 754 154.4 115al 170.0 1103 1372 1160 170.0 637 123.6 1108 1170.0 850 1029 115E 170.0 681 882 1150 170A 861 772 1153 170.0 061 td In 17 .0 on 170.0 701 168.7 1042 170.0 747 142.9 1042 f6L1 an 125.1 1042 146.7 815 1112 1042 13&6 801 LOU 1042 130.2 791 814 1042 125.1 782 71.5 11112 f25.1 782 625 �5&7 1042 125.1 7B2 631n 170.0 930 1Mo 745 1512 M2 1616 918 12" 992 744.4 7B9 113.4 992 131.0 TBZ 100.E 892 VIA 768 gal 992 114.8 758 75.6 9B2 10e.4 T4S 64.8 992 70&0 741 992 to&0 744 = fB In 169.4 947 1740 T89 137.8 547 140.0 7e0 716,1 947 1303 768 103.4 047 117.7 752 819 947 10&7 738 eZ7 tM 10L2 727 88.9 94T g5.1 713 59.1 947 94.0 711 51.7 g47 64.0 711 C 72 fn 135.9 .7 737 1132 649 121.6 722 97.0 949 10&9 700 84.9 849 $11A 116 755 849 88.7 W6 67.9 W . BW,7 675 56.9 849' 76.3 659 40.6 W 72.5 652 42.6 849 72.4 661 '3 761n 115.5.7 665 86.3 76L to26 651 825 762 90.0 690 722 762 80,9 B29 64,2 762 74.2 620 57.8 762 692 613 4&1 782 62B 602 41.3 762 6a9 547 3&1 762 59.4 5%7oh 106.9.4 634 9&0 724 84,6 621 763 724 82.9 6W 60.8 77A 74.4 599 59.4 724 6&4 591 53.4 7G4 614 5&3 44.5 724 673 573 3B2 724 54.3 567 314 724W o1 69.E 483 6&0 643 6D.7 474 49.7 543 SL.4 4� 13.5 543 47.1 d68 30B 543 -.0 452 34.8 643 7&5 446 ?9.0 643 34.8 436 7A.8 543 321 430 Zt.l 543 3a.7 47b 88 in 67.3 F 427 47.8 478 68.7 479 40.9 478 432 4/2 35.8 470 36.5 4W 3IB 478 34B 4W 2&7 478 420 395 Z18 470 28.1 386 20.5ne 29.0 389 17B 478 242 376 1Wfn 4D3 7 _I 33.5 377 34.8 335 285 377 30.0 030 252 371 26,6 325 _4 377 24.0 321 7D.1 3T7 22J1 317 1&8 377 1&0 3f0 14A 37T 17.1 304III br 37.1 8 373 30.8 35T 31.8 378 26.E 357 Z!-6 313 2i2 357 24.4 309 20.g 357 22.0 305 1&5 357 20.1 301 16.4 35T 17.4 294 120t. 293 8 279 24.5 3W Zi1 2T4 2fA 30B 21.7 270 18.3 306 192 267 16.3 306 17.3 2Mt. 17.D 196 1 r1o�c Uo Anchor Capacity Table bs 9ubsVate: 2.7k 0wnornte 3.9k Cant. 1 1.11-CNU ROed CMU PT wood M.W 5rT8' Bco 1/4' 3S Ebo 5116' Elca IW f)S Elea 910 Steil 012 8tcd 912 efed Anchor Clip Patterns Anclnr7ypa Vl6'0. utfa- IW Eke fttr on Ultrzan Wa-Elco UK- 7W EX. llf7racon ABpsGator Ulbawn AfmrwGal¢ 8anw (G5) Screa (QS) 9co'u4- ) Edge Mtmice On7 1' 2-7? t• b112' 3-7/a• 1' 2-1W 1' 2-10 2' 3-10• 2' 0.48' 0.54- 0,334• EmDadnnnt Mt f-374' 1-3H' 13r4' 1�?/4' Y 1-1/4• 7-flb' 1-7Id' 1-Im 1-1/4' f-1f4' 7 13/B' 1318' vadea 2M.11- Q 4.75' Mkt O.C. r Standard Or olem Gip (Flg. 76ny 390 bs 39D IW 450Ibs B901bs 1644 M 27D ins 280lb4 354IDs 7401bs 374 Its 1 664IM 9d61bs 341 Ibs 442IW 6W Ibe 4 Awhom@223'M1a O.C./ SleMad("O9se0 CUP LIlg. 3k 7W Ibs 7W its 5801hs 1-0f016s 952 ins NIA 5601ba WA 690Ib5 WA BBOIba WA 662(bs 885Ihs 11201te 8 Armhots 91.1TMn, O.C. I stmd (Orom-)CUp(ff9. 4L 950 ins 14Wme WAWA WA WA 7W IN WA WA WA WA WA 7363lbs 1T701bs 22401bs 4A.1-@3"Min O.G/(2) WbAriglw Glps/(Pig. ST 7300. 7Wlbs BdO lbs 1560 ibs 169E ibs 6400. 560lbo WA 760 fbs 74810s e80fbe 18921bs 6B2 Ibs BWft 1120ID5 B Mclnm ®3• MN. O.G / Tl) 245MOle Gbs! (P4a• 6k 1170 f - it70lbs 1D201bs 2340 ins 28U Ibl efO U 8401bs NfA 1140 It. 11220. 732o U. 2a78 ma 102216w 13271bs 16801b5 4 An h s ® 0AS Min, O.C. I t4Gtp• into ,126' Akn. (R9. 77 WA WA WA WA WA WA WA NfA WA WA WA WA WA NIA 1430 8u' 2Anc ®2$ MIn.O.Cr FQIp(Ra.ex 350Ibs 2504s 29016w 70516s 4781bs WA 290Ibs WA 3151bs N!A dd02s WA 3111hs 4d21bs Gp IDs 4Aneh= 01.15' Mtn. O.C.f FGIp (MM 9k 4801bs 7W Os I♦U NfA WA 1UA 380 Ns WA WA WA WA WA M lb. 8851C 1120 16s kNCHOR CAPACITY ADJUJ I men I t•UKFAULA: (DP,®) X ( ANCHOR CAP.,,,,,._- _ANCHOR CAP.- `MULLION USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD AMINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE NOTE: FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES - FIGURE 1: FIGURE 2: FIGURES: FIGURE4. FIGURE 8: FIGURE 3 • • • ° • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING- SEE • • • • • • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. • • • • •L • 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW FIGURE 5: FIGURE 6: FIGURE 7: SUGGESTED, APPROXIMATE HOLE LOCATIONS. _ • • • • • o • • HOLLOW AND GROUT -FILLED 4) SUBSTRATES: CONCRETE SHALL CONFORM TO O TI SPECIFICATIONS. -90.WODSHALL CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM GAO. WOOD SHALL BE PRESSURE -TREATED YELLOW OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF THICK STEEL • • SOUTHERN PINE WITH AN SG ,125' STUDS TO BEA MINIMUM GRADE 33 AND.045' THICK (16 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.126w THICK ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18 8 S.S. OR 410 S.S. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 �.Q..........E. � �'`�.• LICENS•. �� i * No.58706 • a� A. LiQMILLEK P.E. FL P.E.# 58705 Mullion Capacity Table QbSBir) ' Opening VMM(for uertics sparning multolls)or Opening Height(for horbontallyspannlllg mdllons) 50 In Sol. 701n so m 9D m 1001. 120 m 140 h 160 (n lx4x.375 Reeten9dar LPadng Rwroang. Lowing Raetangda L-Ing 7lUgIdang. Loadma Red gWs L4adlng Traprrdang. Lm&g Rectanadar Loadng 11twilang• Loading Reaengdar lmdng Trapadarg. Lowing RectangAar Lowing Teordag. Lvadna Reatangda Ldm oa TrWTdang. Loading R bngulw Loa&+9 Trdp[Trianl. Loedm9 ReclagLdw Loadng MWTd l9. Loading Alum Tube &eT" Mullion n �' £_ �: r �a,. �`•� r r r 4i _ igg� �.• rg r ri �g a d a ff r L` '� 'C p II �^ 3� & ag 3 8 r c�G r ci 58 r d r c3� tgg r c� ���+ r t�v y 8� rg^ 8` r r g 8g m 3e yh'eg _�• r a 3 r L�� r >_ 3" 421n ITOX 620 170.0 435 17o.0 744 170.0 476 170.0 BOB 170.0 608 170.0 S92 1 170.0 519 770.0 1116 170.0 521 170.0 1240 17RD 621 170.0 1488 170.0 621 170.0 1735 170.0 MI 170.0 1983 170.0 521 48m 170.0 708 170.0 824 170.0 550 170.0 504 170.0 B92 170.0 530 170.0 1133 170.0 661 170.0 1275 170.0 877 170.0 1417 170.0 6B0 170.0 1700 170.0 680 170.0 1903 170.0 6W 151.E 2024 170.0 680 50.6P5 in 170.0 747 170.0 5M 170.0 696 170.0 631 170.0 1046 170.0 684[17 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 755 170.0 1783 170.0 7W 156.0 1918 170.0 7W 138.5 1919 170.0 756 541n 170.0 79T 170A B12 170.0 956 170A 691 170.0 iti6 170A 76/ 1275 170.0 BD3 170.0 1434 i70.0 837 170A /594 170.0 858 158.9 1799 170.0 861 137.1 1799 170.0 861 137.0 1799 170.0 881 601n 170.0 A85 170.0 701 170.0 1063 V0.0 797 170.0 1240 170.0 678 1417 170.0 B44 170.0 1594 170.0 998 155.5 1619 170.0 1033 129.8 1619 170D 1083 111.0 1619 170,0 1063 972 1819 170.0 1061 him 170.0 930 170.0 745 I70.0 1110 170.0 850 170.0 1302 1700 H40 idea 170.0 1015 756.7 1542 170.0 iW6 741.0 1642 170.E 1122 117,5 1512 168.5 1158 7W.7 1542 167.9 1167 68.1 1542 1879 1157 66m 170.0 074 170.0 789 170.0 lieg 170.0 903 170.0 1364 170.0 1002 1472 170.0 1056 142E 1472 168.8 1148 128.5 1472 158.8 1t30 107.1 1472 14T.B 1109 91.6 1472 146.0 1104 80.3 1472 146.0 1104 72In 170.D 1063 170.0 .878 170.0 1275 170.0 Ion 150.6 13M .1652 1101 1320 149.9 10H2 117.3 I= 13T.8 I- 105E 1- Y18.8 104I 1320 117A4 76,4 1320 1128 1013 66.0 1320 1125 1012 761n 170.0 1122 170.0 937 M9.6 1184 159A 1013 128.2 11a4 139.0 994 1184 125.7 978 99.7 1194 116.3 e64 6ae 1164 107.5 B52 1134 97.6 935 %l 1184 93.1 927 56.1 1184 923 D25 N 781. 16&1 1124 17110 067 136.4 1124 147.0 865 118.6 1124 128.8 947 1124 115.6 931 923 1124 105.8 916 EMU 1124 98.5 SOO 1124 B9.0 B90 59.3 1124 84.3 881 51.9 1124 832 678 90 in 109.1 844 111.5 7. 90.1 B44 90.3 736 P2 add tr11 724 67.6 844 M.1 712 60.1 844 08.5 702 54.0 844 61A 6M B44 54.2 678 38.6 844 60.0 60 33.8 844 47.7 662 96 m 89.1 742 915 >g3 742 742 P.2 852 63.8 742 872 841 55.7 742 M.8 Sal 49.5 742 64.1 622 44.5 742 49.8 614 742 43.6 500 31.4 742 39.8 WO 27.8 742 37.6 504 JOBbl 628 586 Wh wo 52.1 568 63.8 621 44.7 586 46.6 513 39.1 586 41.4 05 34.6 588 37.3 BOB 342 492 d88 29.6 481 22.3 MG MO 472 19.6 BOB 24.7 466 111m 67A 555 58.8 503 48.0 50 4A5 495 412 555 42-9 d87 36.0 555 38.0 460 320 ii5 342 *4W=B 655 31.3 467 555 27.1 457 20.6 555 24.3 448 18.0 555 724 442 120 m 45.6 475 48A 433 38.0 475 39.0 426 37-6 475 33.7 420 28.6 475 29.e 414 25.3 476 26.8 475 24.5 404 19.0 475 21.1 395 102 475 167 387 14.3 475 172 381 144In 7h4 330 28.7 305 220 330 224 301 18.0 330 19.3 29T 16.5 330 1 17.0 1 293 t rw�c r o Anchor CapaM Table bs SODshatW 2.7k Coltcrete 3.51, C- I HoftW CMU FI11ed CMU PT Wood Mstd Anchor Clip Patterns Arehorrypa 'W76'E3ca Wbacan 114"Eka UOrxm N19'EEo Ur.-,3176'6w Ultraeon IW Elea Mraeon 11e SSEIW Ag9RGaIm B110EIco Wtracon 1/4'SSEka AggeGa r 010SIed SeM(G5) #12Stee1 &UN(GS) #1251ad SOMM(OS) Edp MIam. (3i): 1' 2-t/7' 1• 2-112' 3.178• I- 2-/7 1- 2.10 2" 3-115' 2' 04B• O.Sd' 0.924' E3lbaemem Onk 1.3/P 1574' 1-3/4- 13K" Y 1-V4' 1-1/4• I-1/4' 1-1/4' 1.114' 1-11'r 2' I-w l-w ladies 2AneM�s ®4.75 Nm. O.C. / Standard a Otaai CIIP lFffi 742P 390 IN, 39O Ms 45A ms 8901N 1044 tbs 270 ow 2801hs 354 IN 7401bs 374IN 6641N 946IN 341 IN 4421t 560IN 4 Ahchom 2.w MdL O.G! Staedm0 (orOftet) Wp (FID.3): TOO IN 7001Ds 580 ms 141016s 8621bs WA 5601ba N/A 83016s WA 880 Rs WA 6821bs BOB IN 1120 Ba BAxhas d4 1.1.7 MbL O,G i standad (arOBsd) Up ft.4k 960Ibs t400 ibs WA WA WA WA 760 Ws WA WA WA WA WA 13631s 17701bs 2240 In 4 Amtmm ®3' Mln. O.C. / Zx5 Angle Gips 1(Flg. 5x 50IM 7801bs fiBO ms 1560 IN 1880 IN 540 0.s 5601W WA 7608u 748IN BBO Nsr 18921bs E82 Ws 685 IN 1120 Poe 6Anchas 41 3' Mtn. O.C.1 (2) N5 Argfe Gps 10`1g. et h 1170 M 11101bs 10201ba 23401bs 2844 IN 91004 84D ms WA 1140 IN 1122 IN 1320;bs 28ie ms 1022 is 1327 IN IOOO lbs 4Anclwts .4SM(n. O.C. 11141rp, tdo.125' Alum.(Fig. 4 WA WA WA WA WA WA WA WA WA WA NIA WA WA N/A 14301b4 2Anmcbm@2.Z7Ltm O.CJF-Gtp(Fig.aj 350ms 357 We 290 Oa 7058n 4760a WA 280 ibs WA 315 IN WA "0IN, WA 3411N 4421ts 6W ms 4Anohols921.t4Mtn.O.CJr-421P(Fi9.9k 480IN 7001bs WA WA NA WA 380IN WA WA WA NIA WA 682Oa B851W 1120 @s ANCHOR CAPACITY ADJUSTMENT FORMULA (DP,m) X ( ANCHOR CAP.,m„„„) =ANCHOR CAP._ MULLION CAP. ,v,,,,,,r USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITYTABLE NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. TABLE NOTES: FIGURE I: FIGURE 2: FIGURES: FIGURE 4: FIGURE B: FIGURE9.' 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION • • • • • • • • • E •• ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BEf WEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. • • 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE DIMENSIONAL RESTRICTIONS SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING I AL RES I SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS, FIGURE 6: FIGURES; FIGURE 7: ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BEA MINIMUM GRADE 33AND.045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .12T THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-B S.S. OR 410 S.S. PRODUCT REVISED as eomptying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/2612021 By %�- LY =. P��-. VCFI9SF 1,1� No.58705 po, ATE F (V�� ONAL E��•�• A L/V1AMfhhEA, P.E. FL P.E.# 58705 TABLE 8A Mullion Capacity Table Ilme Opening Width (farvernn6y-spanning mWaons) or Opening Height (forholimriallrspaming muNons) 5D In 60In 701n 80 in so in loom imin 1401n 160 in 126"X Nec far Loacin9 �P1T Wadng ReslmB�dar. Laadng 7lapl'rdaW. L®5n9 Recranaular Lca&m T.wwarW. Ueag Fieamngrf9r Loading T Nmnn9. Wedna tiectml9�+la Iaa�g Tnprinml9. Wading Reden5a0ar Loadm iroyrdan&. Loadn9 Reetana8ar Loadm 711TOW-0. LoednB Reclen9reer Wadng 7teprhFenF L6adT ncamiO�Fdr L4adng 7-PM a. Lwdirg 3.183" x .266"AIUm Tube Mug z =• 2 a�• Z• 'If �• D ?�.' 2• k� i g� 2• i• D L D 2^ a �' Zc x �_� 2552 c Z �� 0: z 6 Z 2r a"g Qom¢ , E 127- re ¢6 S,6 Z Z' bm 6K 42 in 170.0 620 170.0 435 170.0 744 170.0 478 170.0 868 170.0 508 170.0 9B2 170.0 519 170.0 file 170.0 521 170.0 1240 170.0 521 170.0 t4a8 170.0 621 170.0 1735 170.0 521 161.8 1769 170.0 W 481n 170.0 708 170.0 524 170.0 650 170.0 584 170.0 992 170.0 MO 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 IMA Goo 154,8 1548 17a0 660 taZ7 Is" 170.0 680 118.1 1546 170.0 680 50.6791. 170.0 747 170.0 W3 170.0 896 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 197.0 1468 1709 756 1392 1468 170.0 768 119.3 1468 170.0 756 104.4 1468 170.0 75a 54 in 170.0 797 1709 612 170.0 9W 17MG bal 170.0 1116 170.0 764 17a0 Iva 170.0 603 Ml 1376 170.0 837 14a8 1316 170.0 856 122.3 1376 170.0 851 104.8 1376 170.0 961 e1.7 1378 170.0 Ml 601n 17" US ITIM 701 170.0 IW3 170.0 797 1589 1159 17a0 an 139.0 115a 167.4 GM 123.6 1158 156.8 919 1112 1153 160.0 912 sw 1158 14C8 905 79.4 1158 144.5 905 69.5 1158 144.8 9DS 611n 170.0 930 170.0 745 160.1 1061 170.0 8W 1372 1051 155.0 U2 120.1 1061 14ZO 848 108.7 1051 132.3 837 96.7 1051 125.7 330 80.1 1051 119.5 an 68.6 1051 119.1 821 60.0 1051 119.1 821 6 66In 167.1 967 170.0 789 139.3 967 151.6 W5 119.4 957 1340 790 104.4 957 121.6 777 92.8 S57 112.E 767 83.5 957 I08.6 759 69.6 957 1=0 750 59.7 967 98,9 748 62.2 057 Bag 748 c 72 in 12A7 004 1342r611r31.8 804 1152 6a4 819 BB4 f01.3 671 80.4 804 61.4 660 71.5 804 84.1 650 W,4 eq7 78,8 643 63.6 804 723 833 46A 604 68.9 629 40.2 804 69.a 628 •� 76 in 109.4 722 114.4 722 972ale 782 722 859 ON 68A 722 76.7 6% 60,8 722 70.3 NO a4.7 722 65.5 580 45.6 722 59.5 570 39.1 722 56.7 565 342 722 682 584 76-1 1012 685 105.6 685 89.5 5M 7Z3 685 78.5 5T7 633 W5 70.5 WS 562 685 94.5 560 50.6 685 60.1 S53 422. 685 64.3 643 36.2 685 6fA 537 31.6 685 50.7 5W 8D In 65,9 5t8 ®A 515 575 449 47.1 515 50.1 441 412 615 44.7 434 35.6 515 40.e 428 33.0 615 37.4 422 27.5 515 33.1 413 23.5 515 3a5 407 20.6 515 29.1 404 96 in 54.3 453 55a 453 47A 397 Me 463 41.0 391 33.0 453 WA 3W 302 453 33.0 379 27.2 4A 3a4 374 22.6 453 266 366 19.4 453 24.3 300 17.0 453 2Z9 356 108N 38.1 35B 3a0 356 32.6 318 27.2 3W 28A 313 23.8 358 25.2 308 212 358 22.7 304 19.1 358 20.8 300 159 3W 10.0 293 ill In W.1 MMS 35.8 306 338 30.1 301 25.1 338 ml 297 22-0 338 732 293 19.5 MS 209 2W 17.6 3M 19.1 285 1201n T7.a isa 2a0 284 232 290 236 260 19.8 290 m.6 t58 17.4 200 182 253 15A 290 16.4 249 1441n 19A 201 1BJ 186 TART F AA AnehorCapa45ty Table Ibs) Su050aie VICOxcrete a5tca . I Hain. CMU FRMCMU PTtymd Meta AnchorCnp Patmm6 Anchor 7YPC 9fl6'EICD Uttra:m vd•L$oUltlacm 5/16°B40 UBremil Y76-EIcoU6n3cmfiA9MrThMd'EkoUR2CM v4'S5 Elo o V4-SS Eke Ago2W 3`10 Sty S#_10 (ram A72Stee1 SttaY(6I7 At291e5 SctPJf(G5) Eo¢D15tante Onk 1° 2-1/2 1' 2-Ur S1/B' r 2-Wr1-2-vZ 7 3-1/w r DA6' a6C OM4. Emtednent 1314' 13W 19/4' 7314' 7 1-vA- 1-vr1/4• 1-v4• 4414' 1-11r 7 1-38' 13B 1.i^ 2 cMni @ 47S RilO O.C:/ StaiAae Q 0ffiet CLp (616 7k 3m 0a �0103 76441Ds 270 ma 291 fs 954119 74D 116 374IhS 664 09 0460s 341 U s 442 is 560 is 4 Amnor9 @ 1.16• MIa O.C.I sundam (Of LYael) cip gig.2k 480 IbS 700109 WA WA NIA WA m to IVA WA N/A WA WA 68297s 885 ffi 712010s 4 Arc1=02' Min, O.C.!(n 9c5Arg1e O8ps/(Rg. 9k 78D Bs 7f0ffi 6B0 ex 156o 0s 7ffi6 NS 6;009 569ffi NIA 760106 7480s B87ffi law fa 682116 695 is 112D fa 4A-hm00.45'Min. O.O/U171p, WA NIA NIA WA NIA WA N/A WA WA N/A WA 1430 Oa 1 Antlprl FClip 0i95k 19571a 196ffi ?75 lbs 445 its. 8221M 135 Ms 1407s 1770>5 970165 187 In, sm is 473Ibs 170 is 221 Its 1 2601. 2A,clnrl @ lJ6-MI1L O.CJF-U 9L 6k 240 f16 I 35D ffi WA WA WA N/A 7S0 ffi NIA WA N/A WA N!A i 341 ®s1 442 ffi I 660Ins ANCHOR CAPACITY ADJUSTMENT FORMULA: (DPo)X ( ANCHONR_ANCHOR CAP. MULLIO USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING• WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE NOTE: FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN ANU ANLh1oK VALtIt, 7u 1 nt s IA D MW 4 ur. FIGURE 1: FIGURE 2: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ® ® ® S ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE FIGURE 3: FIGURE 4: FIGUREx • O O • ANGLE CUP MUST BE USED IN PAIRS. FIGURES: 0 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF .125• THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.123' THICK AND A26. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 910 8 #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 B.S. OR 410 S.S. PRODUCT REVISED as campsying with the Florida Building Code HOA-No. 17-0630.01 Expiration Date05126l2021 `11111111111//7 TFP • No. 58705 •�� ' :�O � ATE �T ' ••w� 111NALIEN��. A. LYNN MILLER, P.E. FL P.E.# 58705 TABLE 9A MWihn Capeaity Table (11189 Opentno Width (farver6celly-spannlrig mWDons) orOpening Height Bain (forhodzanla*vpannln0 NO In muUlon9) 50 in 601. 701n BO In 1201n I 14001 160h 123 z323 RectanWhr Loenlng TmPlldallg. Loadng RttimDubr Leading T1aNTdnn9. Laadm9 Real Ow Le.dIn Tmprmano. Leadkp Reemnaefar Landing TmplTdang. Lom011g Reetnngufar Leaning Tfep/Mana. Lmdktg RcounpW LoedSg Tmpt7deng. Loa41a0 RatengWar Loaehq Tmp'ninna. LeatlVp Rwtmgdar Laaafrg T Purling. lnadirp Realonad. laedlrq RepRdang. Loedh9 x.100 Alum. Tube � _�-.. L{3 i@ Z t5 GE1 uh@ _i �3 Fu _ a 3 p 8{kp 6 r Yi g I I f1 I }�,.MullionFEp a Ee9 � PF01 Sd _ g cp Se 9 ` t9 f 5[ rL Q S $A$ OC f4 >: a g i.8 S9ad;Z d 1 GC 421n 170A 820 170.0 435 170.0 744 110.0 eu 70.0 BBB 170.0 505 IRS 882 17ao 619 170A 1116 170.0 521 163.3 1110 170.0 521 127.7 WS 17D.0 521 109.E 1118 170.0 621 93H 1118 170.0 627 40 In 170.0 708 170.0 524 170.0P14 170.0 684 167.8 978 170.0 630 140.7 978 170.0 861 130.9 978 170.0 877 117.3 B78 170.0 B80 87.8 B18 170,0 6.. 83.8 BTB 170.0 680 733 B7B T780 880 603261n 170.0 747 170.0 581 170,0 170.0 6:ii1 150.7 921 170.0 6B4 13L9 927 7685 708 1172 927 159.1 698 105.6 927 IW-3 6M 87.9 927 1.3 B9. 15A B27 168.3 695 619 527 15&3 685 170.0 797 170.0 612 164.5 170.0 691 132b 889 163.8 fiB7 1188 B69 1N.B EBB 103.0 969 134.o BBO 927 889 1288 660 71,7 889 126.8 052 6B2 869 1283 852 57.9 869 1288 652 MI 745 153.9 634 119.4 I= GA 1023 7/8 IVA 908 89.5 746 107.E 60 78.8 748 101.0 592 71.6 748 06.0 687 59.7 748 913 SWrl 74a 93.3 583 44.8 746 833 B93 123.7 877 1320 579 1031 1132 NO 884 677 f00,4 655 77.3 677 81.4 566 Bel 877 85.2 St9 61.9 677 BID 634 51.6 eT7 77.0 529 877 78.7 528 78.7 677 7&7 529 107.6 $17 114.1 530 69.7 97A 518 789 BIT B83 Gas 673 617 78.3 600 593 617 T26 /94 638 61T BB.7 480 403 617 84.4 48J 817 69.7 482 318 817 687 182 r76T.n 82.9 518 07.1 480 687 618 74R 440 682 578 B62 432 51.0 616 58.B 425 49.f St. 612 /19- 41.4 61a 50.7 414 J4.6 518 486 408 619 45.D /06 26s 578 480 009 'ar6'70S d65 73T 409 6&7 465 82,8 399 60.] 465 5d.9 390 40.1 465 49.4 "1 3s2 465 45.5 378 35,2 40 a22 374 29A 4B5 383 387 4e5 3&5 384 22o 466 3B2 30 552 441 680 38T 6L3 441 57.7 379 48.8 441 688 372 40.8 441 45A 366 382 441 41,8 32.8 d41 38.7 3M 272 4413QB 948 4d1 33.1 348 20.4 441 327 34fi42./ 332 A3.8 295 384 392 37.0 289 989 332 323 289 28.5 332 28.8 280 23.8 932 281 2T6 21.7 332 24.1 272 17.T 232 21.3 288 332 19.6 262 13.3 932 187 2B0 861n 35.0 291 JS.B 260 281 �1 30.3 259 25.0 281 284 262 21.9 291 235 248 19A 2B7 21.3 244 17.6 291 19.5 241 14.8 29/ 17.1 238 12.5 291 15.6 232 10861 24.H 230 281 2d8 20.b 230 21.1 209 77.5 23D IW! 101 184 210 1B2 190 lilt. 12.6 218 23.1 1.1 189 218 18A 194 16.2 216 IsJ 181 14.1 216 td.9 18B 12Dm 17.9 18T 182 170 14.9 1B7 15.9 167 TABLE 96 AnchorCa Subsimte: 2Tk Conemle*445 act Table 9) k Cerra. No7mv CMU F61ed Mw PT Waod McW1 AmhorT7pe: 3116- Eloo U l- 1M' Ebs Mennen6' See 3110' FJso Utinoon V4" Elco Win- 1t4` m Ells 5//8' Emo 11re9on 1/b' Ss Elaa Ag9mGalaf a Sleet Sef6N (GS) m2 Steel Saran(G5) O Steel Sen'.W(G9) COp Patternsa8aMAgOmGatar EOg. Met-Qn): 1 2-1/2 -11B' 1•2-tW i' 2.Irl 2- 34f9' r 048' O.S4• 0.324' Embedment (Ink 1�/4" 15r4' 1-3/4' Y 14V4" 1-114" 1-11r 1.1/4' 1-11r 1-1J4` 2' i'vir l-w modes:Anchor Amhom 44 4.75' Min. O.C. 1 Standard orO06e1 qIP (Fig• 1k 390 @s 307 Iba DO 450 Do 44 @s 270109 280 @n 3541hs 7/0 ins 379 @s 669 @s 946 tea 341 @a 4421h5 580 @. 4 Anehom Q 1.15` Mh O.G I SWm Wd(ororzel) qlp IFg. 2j 4.16. lbe WA NIA WA 90016a WA N/A NIA WA WA 6821he 88516s 1120 g1s 4Amhom®3. 59M1 O,GIl2) 276 pop Q., ft. 3x 780@s 7611bs 6802a 898@a 6/0@e 589@s WA TBO Ibs 748@. SMibs 1892@s 8828re 88515a 1120 L. 7Aricllom ®034' M1BrL 0.6:1 U{31p, h1o.100" AWm. (FI0. 4j MA WA WA WA WA WA WA N/A NIA WA WA NIA MIA 221 the BSO lbs 2602 1 Anchor! F471p ffig• 5k 185 @a 1851tro 275 @s 22 Ga135 ®s 140 Ns 17710s 37016s 187 @s 932 @s 4T3@s 770@s Amhara C241.15' Min. G.G/ F471p (Fig. 8k 240 @s 35D @s WA WA WA 190Ihe WA N/A NIA WA N/A 911 @s 4121h9 SBO lbs FIGURE 1: FIGURE 3: FIGURE4: . FIGURES: • • e FIGURE2; B 0 ANGLE CLIP MUST ® 0 BE USED IN PAIRS. FIGURE 6: • TABLE NOTES 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM G90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.100°THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.129- THICK AND A3& ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18.8 S.S. OR 410 S.S. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP„) X \ANCHOR CAP-„�„„",\ ANCHOR GAP.- MUWON CAP.,",,,,, USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE 'I.26V 3.250" 125" X 325' X.100" MULLION FOR FIELD -MULLED UNITS f-1.250"-1 3.2U- AOD" 1125' X 32S X .,100' MULLION FOR FACTORY -MULLED UNITS PRODUCT REVISED as comp Ingg wlth the Florida Building ode NOA-No. 17-0630.01 Fxptratlon Dato.06/2612021 111{II11/ oNY L• NN �`��'�� • �1cErvsF ?1il�cc * : No. 5&705 • � • ATE .: • ff!/� A. LYN III TM,''P.E` FL P.E.# 58705 I Ar3Lt IUH Muglion Capacity Table (IbeRk1) Opening Width (furvgtti(2Ily-sparring mtea s) arOpening HDlght ((orharizonla"p01mi7V mulROm) sob 601n 70In 60 In 90 in 100 in 120 In 1401n 160 h 126 %326 Rectangular Leading TraprtNang. Lodi. RedarWular Loading TraP/rriang. Leading Rectanguar Loading Tmprrdang. Lnadn9 Raetengula1 Loading Tmprrdang. Loadng Radanpdar Loading Loadng®d'ng Trep/rr7eng.Ft" ctangular Trp/rdang. Leadeig Recangular Lowing TmpRdang. Loadn9 Rectangular Loading Tmp1Tr¢ng. Loadng Rectangular Lca&ng Ttap/rrlang. Wftq %.624 Alum -'Alba Mullion .� u 9 m aa, 1a o c� C oa 1S H m .-- >@. 4:1 0 o f a A7 o t c�6i.^ o .c � e a€ u v 4'v o � .-. �@ S B 8 o A A w^ as ci 75 o (� � �t A $ y Rip q g .�v3 B -k ii n m o '= •d• „ aS t 'v $rc o i8. ., �<. t 6`I$� w C ,c �2 t v 6 m "@. t �' a � a .-.9 �€ s 5 ,FT 73' m �€. o .� o .� �a e 3> o .� 03 8 .• s l{ a ia 9 P o` 42 in 170.0 620 170.0 439 170.0t6501 0 476 170.0 860 119.0 506 170.0 g92 170.0 511 170.0 1116 170.0 621 170.0 12A0 172.0 621[17n 1403 170.0 621 170.0 936 170.0 521 170.0 19M 170.0 121 401. 170.0 709 170.0 624 170.00 684 170.0 992 170.0 63D 170.0 1133 170.0 661 170.9 1275 170.0 677 170.D /417 170.0 600 17D0 ip0.0 fiB0 169.7 1979 170.0 680 148.E 1979 170.0 690 50.fi257n 170.0 747 170.0 563 170.00 631 170.0 104E 1T0A 684 170.0 1135 170.0 723 V0.0 1345 174.0 747 170.0 U54 170A 756 1793 110.0 769 152E W7 170.0 756 133.5 18r7 170.0 756 64In 170.0 79T 170.0 512 170.00 691 170.0 1116 173.0 764 170.0 1275 170,0 803 V0.0 1434 170.0 937 170.0 1694 170D 856 1768 170A 061 134.1 V69 170.0 661 117.3 1759 170.0 1161 60In t70.0 886 170.0 701 170.0D 797 170.0 1240 170.0 e78 170.0 1417 170.0 BM IBM 1511 17010 996 1450 1511 170.0 f033 1511 170.0 1083 103,E 1511 t70.D 1D63 90.E 1611 170.0 ID63 b31n 170.0370 170.0 748 170.00 B5D t70.0 1302 1760 P40 156E 1370 170.0 101fi 1392 1319t70.0M76125.31370 ifid.0 t08Z 13T0 155.91072 09.5 1310 155.3 1070 75.3 1370 1653 1070 61n 170A 974 170.0 789 170.00 $03 t55.6 1240 170.0 1002 130 1240 168.6 1013 121.1 1248 147-1 1000 fuB.9 1248 13B.D 989 /248 p0A 978 77.9 V48 129.0 815 60.1 7248 129.0 976 m T21n i67.8 1049 178.0 878 139.9 19d9 t602 692 119.9 f049 1049 179.1 BOB 93.2 1049 109.7 948 B3.0 f049 102.7 238 IOM 94.3 B75 59.9 1049 91.2 820 62A 1049 91A 62D J 0 76 in 7d2,7 gd1 149.1 B22 7169 9di 126.8 806 101.9 941 941 100.0 T17 79.3 941 91.7 756 71.4 941 e5.5 767 447 77.E 744 51,0 911 74.0 737 44.E 941 73.3 ]3fi 78In 1320 891 t37.0 783 110.0 894 1169 T67 8f.3 B9! J-- 99d 91.9 740 13.3 094 84.1 730 66.0 894 733 721 gad 73.7 707 47.1 894 67.0 701 41.9 894 66.1 698 9 90 in 85.9 671 88.7 596 71.E 671 74.9 6B6 61A 671 671 68.2 fi66 4].7 671 62.9 658 43.D 6/1 4B9 651 368 671 43.1 639 30.7 677 39.7 537 26.9 571 3/.9 626 961n 70.8 690 123 5Z7 69.0 690 6fA 18 Big 60b 59D 690 47.fi 5D2 36J 590 43.0 484L24 699 4B9 2a6 fi9D 34.7 4)7 253 690 315 469 22.1 690 29.8 464 1D0In 49,7 d66 50.9 d21 41A 466 42.8 414 35S 468 37,1 406 31,f A86 329 402 27.E 466 29.7 396 406456 �211 2J,6466 21.2 376 16.6 466 1BA 370 1111n 45A 441 46.7 d00 301 dd1 J93 393 32.7 441 34.1 787 28.E 441 30.2 302 26A 441 272 376 441 372 19.1 401 21.5 353 . 441 193 J56 14.3 M7 i7.B 351 1201n 38.] 378 769 34d 302 378 91.0 339 26.9 378 26.B 334 227 378 23.7 379 2, 3T8 21-1 125 376 321 75.1 376 1B.7 314 14d In Z1.0 262 212 242 175 262 17A 239 15.0 262 15.3 Z16 TAIiLt 1Utl Anchor Capacity Table(Ibe) SUbllrla 27KC-W- 3.5k CMC. I HaAm M0 Filled CfAU PTWam metal 5/16' oco V4^ SS f9co d1a De0 lie SS Elm 910 bled at -3teel N1291m1 MChOfCilp Parterre Amb.Typ 3'I& C. Ut-on Vr EkoU11-an Uprcon y16°Bco Ukrdtnl 114, El-umum AggleCaDr lNrazan AggreGdor Sciell(GO) SUM(05) Scra11G5) Eog9gafarca pn) P 2-VT 1' 2-VY 3AF i^ 2-71Y V 2-VT T 3.1m. Y 0.46" 0.54" 0.374' Embenneit n 1314^ 13/4• 1314' 1314 Y 1-1W t-V4" 1-1/4' 1 im 1-V4' 14hV Y 13'e" "87 vMe-s 2 AM11M @ 4.78' NOL O.C. / Stano or Ofisel Clip (Fl9. t 390 ins 3908c iWg M M. 1601b9 27009 2B016a 364 N4 740 He 374 On 664 ®0 946 0s 341104 4A2 04 560105 4 Atohcra Q 1.1V MI, O.0 19ta9dartl (lit g6el) cop (Fla. 2)' d801b9 7m. WA WA N/A NIA 380lba WA WA IVA WA WA 6B21b8 085 ft 112D flo 4Ambot9®3"MIn. O.C. 10 245Ar9fe UP3f J719. 33 1e31os LOOM 6B01bs 150 lbs iBDSMS 5d06S 5fi01is NIA 760IbS 74804s 880108 189205 6921M S350e MD ib9 3A7CInm � O.S4^ MBL O.C. 1.. P, 111t0.76D' Aium (Fla. 4 NIA U/A WA WA WA NIA WA NIA WA WA WA WA WA WA 950 ins 1Arc7Cr/FG7p(mg.$ 1B5IDS T95 hs mid 022169 13505 1d0 Dn 177Ing 3701m 1871bs 332165 4731b9 1701b4 221 20D IDS 2AnUn2Q1.16 !dirt O.C]FCap(Re. 6t 24D BE 39D� WA NIA NIA NIA 100 de WA WA WA WA WA B411Ds bd21� 55D IDS TABLE NOTES: FIGURE 1: FIGURE 2: ® • • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION • • ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE - FIGURE 3: • • FIGURE 4: FIGURES: M • ANGLE CLIP MUST • • BE USED IN PAIRS. FIGURE 6: • • 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS. SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TOASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .100' THICK. STEEL STUDS TO SEA MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125' TMCK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAYBE STEEL.18-8 S.S. OR 410 S.S. RNrIVK 4:AYAVrta NUJVArmCivrr cDPq) X (ANCHOR CAR,,,,,,\ _ ANCHOR CAP,,,® MULLION CAP. a„a,,,, USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE 1.25' X 3.25' X .G24" MULLION FOR FACTORY -MULLED UNITS PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 95/2612021 `�l'C�_ : •LICENSE .'4/�� r': .*.Q'. No. 58705� *� STA O 1W ONAL1E,\:k. A. LYNN MILER, P.E. FL P.E.# 58705 m � ncop opa� 3 ® �n 9 G q hhq rggr� n � g$}ppP,,izS�Cpps�� �'$Zi$ n���'yy1� g � D D B D� Z IJ��sS NN+ C� F B • `� D �D�9�S' r u P C W ga�i��s' c D� a� n B 9 N Z .°f Z g Z p �• n0�a� gQ nsc' Dg m No D$$HR��a MullionLength D o �e �'cy b 'o Mullion Cagaohy Qhe/R� ha $ D r � 'tl $ � J yq m 6 Mchor Capoclly Requhed Qbs) o g q ; � yy MuIA n Capacity � `' 1�., o W to b b a o b b 'moo o b e Qbofll� _er, Anoher Capacity Roqulred Qba) MUIBan Capacdy a a p � � 'w C, v� e g Mchor Cepadly �'� e m w $ as Ei a, _ > RaquAed Ob.) R S. 4 �I�I CapaNly S� Required pbe)hy 5 J MBIB nCapeeby � b QhsX�) $ � K $ 1: �„ - S 'm �i $ E• Mchor C pep Required (me) r 5 u m oo b b on CepacAy ti W W b W b b e e b b b Qbelll� v'a4� M h rCape by Roqulred Qba) �$ 3 'o p� m i b a MuNon Capacty phem'1 by E� � Moher CopaoAy S 6 Won CePadly 6 Qhsril� � E Anchor Cepachg u � MUlllon CepechY $ 0 : � •'o o PboMa)zb z 3 � � o Raquhad Q6c)p B v � c MUIIIan Capeeiry a Qbeif�) s � gig � Oya)In' � gy x � e c e � Ma1Bon Cepecdy � Qbe/fl'� r e A Mchm Capacity Required S � $ � y -• � y 'v � � MulBon Capechy ti b M a• W m ?; e o b >; o o Qmeftf7 6gg� .� � $ e � m 0 e? Moher Gpedly m m N Roqund Qba) a, r, rr � m � � w eM, o m o e e Muldan Capadty (Eettla7 � 6� � � >i •` -' •' e w y Mclnl CepaulY � $ o +i 81 � 8•i a iii 'w u o �` Requlfed Qbe) > MaBmncepaahr a- 18 � Mchor CepeoAy 0 2t R Raquired Qhe) " Mueenlon Capadty z MchorCepeody s'm m Required Qba) Mulllan Capadty P. Qba1R'') 6 q 3' Maharcapaanr 3 � 5 Ragvlred Qba) q' y� � o Mauwncepaany � � N � QbeAt') � ro 9 McAor Capacty �, Regivad Qbe) m S S c S W W NA. e � e b o a o MBIM Capechy b pAaHV) a � � � Mclwr Capadty $ Required Qbs) ,$ T A m m03 A pC m • • NDom R T A ) !R ® nl N ® N s�n9�F' 80A M Om3 C Zy m rm r Do=gs� z� �Z °g =m Z Z Z.x. D�Tr-i Z W 2 -I G7M N C) -1 8 W m m nl yy 20°im, Oy �2n. Z m ry 0KDn�o.(.7°3 v mo RC3�Z0 m O zDrmEmnO N-+t= yN p Yyay CDUr� i�Oz O -1 O C!m Om ODD -i yDfl- cP[[N TOE coyC Mx m ;a2 { 'Oz mv0 ° mDm2�� 2.ZZ 3 mLZ �z Oti-i Om0 N-I cpr+ NAW 0.99 am °--ni��Fn po > �D y N a y � ry7 0 Z °g w pim Dp m y S ox "a, za 3�z ion g �� O-1q �pr n, CCo0 r 2 mPr�30� HO V0iMO 5�8004 Z pF smxD Nab I- RR °z DO�°O DOC p, g��F�c�1 �� _ 050002>0-I:c X O 'Dry�'ai fmnma c tzi D j� OSy2xF3�Azc z a N IAj=Nm 3X PM,rm Z oo-c -t $ I-r°3 3DDm Ai M cb g $ �C4,:Eazg x° C m a amoA S g g � t..., 0� • •. • • ly 3 a o � a 0 r g 0 : n� z r �� _ COPYRIGHT Q 2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED :r v h Z o .gym � �e IMPACT -RESISTANT ALUMINUM TUBE MULLIONS bpn ��'•, Pre ; 2 a N v a C 1.25 X 3.94 X .624 MULL SPECS kk rt F 2 '• `�J , � y� � 2 � b g � sarles Sate: Drewlnp No. 9heeh• �Cj^�B.I' •., (�� e w w 0m N/A N/A 8300JR 15 w 2 1070 rECNNDhocr DRrvE jD �,"V� •.•••.a� ��� 7 N O o C ag-By: Ddo: Cheated Y: Date: Rer. N. MICE, n 3Q79 N c J ROSOWSKI 08/29/11 C ��)� ,6� yyylllllllllgq C, `� y Rev.O. Date: ReNarore J R6SOWSKI OS/19l17 NO CHANGES THIS SHEET. FLceRr.aFAurHazszse 17iCLL ILH - Mullion Capacity Table b9At7 OpeNng Width (forla:dicWspanni g m Flom) or Opening Height (for MdmritaApapanni g mtf iols) spit 63b 70In BO In so In 100 in 1201n NON 1601n 2 4 %25 Reetanauler Land tl heprniens. L-leg fladmguar Loadne MKT-9- �n9 Reo0xtg01a l.oedlR9 Trg/T4mry1. L- g Recmtguar Laadn9 T-pm-fl• I-10 9 Reetanlprfv I�ap ]tuprhlmg. L-Z RacimrgW� LoaAn9 Tdplllleng. ��19 Re4fangula L-ft Trepfili ng.[170.'wD Lmd&refing ng dw Trollietlp. Laar➢na Rectangular U.&M TrnplOimg. LaadM X Alum. Tub 9 Mullion ,� r a a r r r s�f s�a� W^ .� ., S 8'e k' d`a� �' �a .' .. drc �� �g �rc r gSc2 s E� k a42 r z r r fit 170,0 620 170.0 435 170D 744 170.0 478 170.0 868 170.0 W6 17a0 992 170.0 519 17D.0 11}6 170.0 521 iro.0 1240 1711.0 521 170.0 1486 170.0 521 17J5 170.0 521 170.0 1983 1ro.0 621 481n 170.0 708 1740 524 170.0 850 1ro,0 589 170A 992 170D 630 170.0 1133 1TO.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 '170.0 1700 170.0 6B0 1983 170D 680 170.0 228T 1ro,0 68D50.6251n 170.0 747 17a0 563 170.0 WMS 170o 631 170.0 tab 170.0 04 170.0 1195 170.0 72a 170.0 1346 170.0- 747 170.0 1494 170.0 75e 170.0 1783 170.0 756 . 2092 17D.0 766 170.0 2391 iro.0 756 64 In 170.0 797 170.0 612 170.0 SW 170.0 601 170.0 ilia 1T0.0 754 1740 1275 170.0 909 170.0 1434 170.0 637 170.0 1541 170.0 855 170.0 1913 1T0.0 861 170.0 zA1 170.0 861 17a0 2550 17D.0 '861 coin 170.0 US 170.0 701 170.0 IM3 170.0 797 170.0 1240 170.0 U78 170.0 1417 1roA eN 170.0 1594 170.0 06 170.0 t711 01L0 1013 170.0 2125 170.0 1063 170.0 2479 170.0 1063 160.E 2680 1R0 1063 631n 170D 830 170.0 745 tro.0 1116 170.0 8So 170.0 1302 170A 940 170.0 1488 170.0 1015 170.0 16M 170.0 1076 170.0 1659 170.0 1122 17a0 2231 170.0 1169 1687 2553 170.0 1171 745.9 2553 1R0 1171 66M 170.0 974 170.0 789 170,0 f1fi9 17n0 903 170.0 7364 170.0 1002 170.0 1558 170A 1065 1T0.0 1753 1ro.0 1155 1ro.0 1fMe 1740 1210 170.0 2338 170:0 1275 131.9 Z437 170.0 1286 1328 213T 170.0 128e G 721n 170.0 1063 110.0 B78 170,0 1275 77a0 1009 170.0 1488 170.0 1128 t70,0 7700 170.0 1228 i70.0 7913 170.0 1315 170.0 2115 iro.0 1387 145.6 2184 170.0 1688 17A.8 2184 17D,0 1528 109.Z 2184 170.0 1530 76 in 170.0 1122 170,0 937 170.0 1348 17ao Jolla 170.0 1570 170.0 1209 170.0 1794 170.0 1322 165.7 1960 170.0 1421 148.8 1960 170.0 150.R 727.8 1560 167.6 1548 106.1 1960 154,0 1535 929 19W 7527 1531 a 78m 170.0 1151 170.0 967 170.0 1281 170.0 ilia 170.0 1611 170.0 1250 170.0 1842 170.0 1369 1627 1561 110.0 1474 1J7.4 1861 1&i.i 1500 114.6 1861 147.3 1473 982 1861 139.6 1459 85.9 1851 137.6 1454 BO In 170.0 1320 170.0 1144 149.1 1398 158.0 1218 IVA 1393 136.0 1I96 111.8 1398 121.3 1179 29A 1398 110.2 1162 (IBIS 1398 101.6 1147 745 1398 69.8 7122 (iJ.B I388 827 1105 659 1398 78A 1098 96 in 147.4 1729 151.5 1098 1225 1.9 127.8 1079 1053 =9 1112 1061 921 1229 98.9 10N 81.9 229 89.6 1029 73.7 1229 22A WIS 61A 12M 722 993 52.7 1229 65,9 977 46.1 122E 62.1 967 JOB In 1034 971 105.8 877 60.3 971 89.0 am 74.0 971 772 849 64.7 971 644 837 57.5 71 61.8 82<i 51.8 971 565 ef6 431 B71 49A 786 37.0 971 44.0 7B2 324 871 4p.a 771 lit b SU 919 97.3 832 79.6 919 St.8 1119 68.1 Big 70.9 806 59. 919 629 194 53.0 19 :7- 56.7 7B4 47.7 919 51,8 774 39.7 919 44.8 758 M.1 819 40.2 742 2A8 919 JT.1 732 76S 786 88 716 629 786 64.5 703 53.9 766 55.0 695 472 IN 49.4 696 41.9 44.4 677 37.7 7B6 -00.5 668 31S 7. -u4 653 27.0 786 3Lo %1 23.B 789 26A 631 546 442 60436.4 546 37.0 498 31.2 646 31.8 491 27.3 96 282 485 24.3 46 253 479 21.8 546 229 474 182 518 58.5 J64 15.8 546 /72 465 iS7 546 153 448 I AUL= l zo Anchor Capac[ty Table (Ibe) Suwlret 2.RCDetrete, 35k Cale. Noun+CMU FNed CBtU PTWood 1 Me21 a16'6tco v4'9S@0 5nB Dco v4•SS See 0+0 Sled 0128tee1 012 Steel AnchorCOp Patterns Anchor Type Sr16'EItoNMxon v4•BcoUL•don Umaten SITE FJco uvaon ll6 Bco NroacOn Aweop r U7,rdeol A99MWW SCIW(GS) Sc"MI Saer(C) F11ge Cistarce Qn): 1' 2-tlz 1' 2-1/z 3-UB• 4 2-112 1" 2-11Z 2 m1w z 0.49• w D.324' F�tlDetmt50 n 1314' 1-3141 13W' 13r4' 2• 1-V4' 1-1hr 1-114° 1.11-0^ 1-1M` 141C 2• 1-11. I 13TS vw. 2AnUlors N 47S hart O.Q 7 SImtla0 ort31(s8[C0p (Flg 182j 990 hs 390 me 4501D9 06Ibs 16" lbs 2" IDs 230 toe 354 bit 7401a1 374 IN 694 08 M its 3" Its 4421US 560114 4 Atche a ® 286' MI4 O.O. I Sbdidn0 (a 0Mcl)C0 (Fla 3) 740 m9 l40 R6 630 lb, 1485 08 1424 8u WA 5® Ovn NM 695f15 NIA BBD m9 WA Effi Ias 685 Ab 1120Ian 6AMDLM@1.71-MIn. QG 191anMM(a0Mcf)Cip(Rg4Y 895 IDS 050 768 IbS IMIte NIA NIA 705ID6 NIA 7991bs NIA WA WA IM21W 1327Its 160010s 4Arcton �3'MIM1 44!(1)2vSAllgte G65/pi05j 780� 6601D5 156008 1896lb9 56085 NIA 7601M 7481D6 8B09a 1892 Be 692bs Bffi Bit 11201bs 6AM1110 ®Y MN. C.G f 2K5 rWaC9p I (Rg 6i 11701Da 1170Ia1 1�0 @B 2340ID3 214S B>s 8C11m NIA 1143 m4 V22 be 133) ULs 28938n ir?21D0 132710s ISBO ms SAMt Ma1,S4'MIn.O.C./Ilt8R If0o .12YAhm (R47S WA WA NIA NL4 WA NIA WA WA WA NIA WA NIA N1A WA 1073 6AMhM@0-WMIn. C.C.IU.lxp, nto.126•Ahcn-119,4 WA WA NN WA N/A NIA WA WA WA NW WA I WA WA WA 21 111 2A1KIUr8 ®268'Mlrt O.CI FCIIp (Flg Oj 3ro 0} 9roffi 3is it 7431ns 772 As NIA 28Olas NIA 348it N7A 44) IDS 1 WA 341 b9 4421W WOIbS 3AMhol6®1.71'Mnt O.W Ftlp(RA IV- 443 bs 52599 379 bs B73 ItsI WAI NA353Its NM B91 3be NIA I WAI 840 Re NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTEKN ANU ANUHUK Vn UCS A L-t I Ivuulanu -1. O CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. =ANCHOR CAR - USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY AODrIIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITYTABLE. FIGURE I: FIGURE 2: FIGURES: • • • FIGURE4: TABLE NOTES: • • 1) SEE SHEET I FORTINS RU TIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR • • • L INS GENE ® FIGURE 6: • • • • • FIGURE 6: • o • • 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARENOT TO SCALE. FOR EXACT S THE FIELDFOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-73 FIGURES SHOWSUGGESTDRILLED ED, APPROXIMATE E HOLE LOC FIGURE T • FIGURE 8: FIGURE 9: FIGURE 10: • m- ANGLE CUP (FIGURES MUST BE USED INPAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS, HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM ASTM GWOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0,65. ALUMINUM SHALL BE 6063-3T5 AND BEE A MINIMUM OF .125 THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND.D46° THICK (18 GAUGE). STRUCTURAL SEXTELTO BE AT LEAST.12W THICK AND A36. ALL ANCHORS INTO METALSHALL EEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 410 8 #12 ANCHORS INTO WOOD MAY BE STEEL, 1" S.S. OR 410 S.S. PRODUCT REVISED as m coplying With the Florida Building Code NDA-Ho. 17-0630.01 Expiration Date 05/26/2021 By Miam a�l Produet Control �" V IV LYNN "76 LICENSE'•, `din _ N0.58705 .T P.. TEO A. Ll(M Mi I11W, RE. FL P.E3F58705 TABLE 13A Mullion capacity Table Opening Width (f0rv6n(1a"permiI g mllfions) or Opening Holght (for too - aDysPemrg mullions) ' - 501n 60N 70N BON 9DIn login 12111n 1401. 160in 2X6x.26 RrctengAm uwa&o Tm0/11img. Imdng ReclanglAar Loafing Thapmeng. Lcaft Rect wef Loafing 1iepmen0• Im6rg Reoiangbsr Lmdng TMadmlg• Loaft Recterigda Low T.#Tdmg. Lowing ReclangJar Lneft T73R'Man9 Loaft Ioadn9 Loafing FtBdadng Lc Lnadmo TL..ftg Rm &ng Icad� TtJ."Ji1g1. loadn0 Alum-Tubo Mullon 2> n )sP a �• °'�• �� 2> Z'i 2^ o _ �' �& 9iv �$ .i^ a i7 e$ z• ��, O fi a 1:1 s$ 4`Po ci t• 9i �¢ ;: 9i 3 ov ti ci cio m ii_ �'.. ZS` c`_ �., chi` a ci d.. chi` i3 %!. r` = C3 m A.. Off' g�' L �� �' �°A z�s m S� 42 in 170.01 820 17U0 1 435 170.0 T44 1M0 478 170.0 Bm 170.0 506[170.0 892 170.0 Sig 170.0 7118 170.0 521 1Z40 1240 1M0 521 170.0 1488 170.0 521 170.0 1735 170.0521170,0 1983 170.0 521 1700 584 170.0 092 INA 630 1133 170.0 661 170.0 1275 170.0 877 170.0 1417 170.0 680 170.0 1700 170.0 680170.0 1983 170.0 eea 1T0.0 2207 170.0 6B050.625In 17U 747 170A 563 1-10.0 696 170.0 631 1740 104E 170.0 6MM 1185 1M0 723 170.0 1345 1740 747 170,0 1404 170.0 756 170.0 1793 170.0 7W 1J00 '2092 170.0 758 170.0 2391 170.0 756 541n 170.0 787 170.0 612 170.0 956 770.0 691 170,0 1110 170.0 754 7275 170.0 tiO3 170.0 1434 170.0 837 170A 1604 1MD 0.5E 170.0 1913 170.0 601 170.0 2231 170.0 661 170.0 S50 170.0 081 60N 170.0 $85 170.0 701 I70A 1083 110.0 7S7 170.0 1240 170A B78 1417 i70.0 614 170.0 1594 1T0.D 998 170.0 iT71 iM0 1033 VILD 2125 1TOp 1063 1M0 2479 170.0 1063 170.0 2B33 I70.0 1083 631n 170A g30 1711D 745 170.0 1116 170.0 aSo 170.0 13 22 47U 940 1488 170.0 1015 17oA 1673 170.0 1078 170.0 1859 170.0 117t 1740 2231 170.0 11Bs 170.0 2603 170.0 1171 1TOA 2875 170.0 1171 F 66 in 170.0 974 170.9 749 110.0 1169 170.0 903 170.0 1364 170.0 1042 170.0 lam 170.0 1068 170A 1753 170.0 1155 170.0 1948 170.0 I= 170.0 2338 170.0 12T5 170.0 2727 170.0 1288 170.0 3117 170.0 1288 C 72 in 7700 10aa. 170.0 87B 170.0 1275 170.0 1009 170.0 1488 170.0 1128 170.0 1700 1M0 1728 170.0 1913 170A 1315 170.0 2125 170.0 1387 1M0 7550 170.0 14fie 170A 2975 170,0 1529 179.0 3400 170.0 153a J 76in 170.0 1122 I= 937 17o.0 1346 170.o logo t70.0 1670 170.0 1209 170.0 ]794 1T0,0 1322 170.0 2019 170.0 1421 170.0R170.0.1505.0 1505 170.(I 2592 170.0 1829 170;0 3140 170.0 1694 170.0 3589 170.0 1705 781 1700 1161 1740 867 170.0 1381 170.0 1116 170.0 tfi11 170A 1250 170,0 7B42 1T0.0 1369 172.0 2072 170.0 1474 170.D0.0 156! 170A 2763 170.0 1700 t74o 3223 170.0 1717 fT0.0 3883 770.0 1TB8 90N 1T0.0 1328 170.0 1144 170.0 1591 170.0 1328 170.0 1859 1740 1498170.0 2125 17(LO 11b3 1M0 23M 170.0 1793 170.0.0 IBIS 17MO 3188 170.0 2125 166.0 3413 170.0 Z2T3 1365 3413 170.0 2361 98N 170.0 1417 t70.0 1232 17DA 1701 170.0 1431 17oe Ill. Ime 1. 170.0 2267 17D.0 ]794 17o.0 255o 170.0 102 170,00.0 2095 ifi40 3199 170.0 2338 137.1 3199 168.6 2970 120.0 3)W 158,1 2428 108 in 770.0 1594 1 00.0 14091700913170.0 7647 170.0 ?231 1T0.0 18T0 170.0 2550 170.0 2078 iWA Z781 170.0 2271 74831.9 2333 1216 27a1 140A 2281 105,9 2781 125.9 2294 927 2781 116.0 2190 1111n t7oA 1638 170.0 145/ 170.0 1386 17QA 1700 170A 2283 1T0.0 1832 170.0 2841 170.0 2149 I51.8 2832 182.9 2245 13488.4 2216 it3.0 2632 128.4 2180 67.02632 175.1 2128 85.4 2832 106.9 2090 120N 1-0 1771 1-1 1- 1- 2125 170D 18W ISC4 225E 1540 1891 135.1 =2 141.4 iB84 120.1 225E 127E 1938 108.1 1. ge. 225E 99.8 187E 772 225E 88,9 1638 67.8 225E et.d 1008144N125.1 1561 726.6 1495 te1.3 1564 fls.t 7429 66.4 1584 a15 180.7 1380 Bay 1664 723 1373 6267 I. 521 1564 SB.D 1330 41,7 4564 492 1305 39.1 1564 44.4 1283 TABLE 138 Anchor Sebetmle: 2.78 Conareia C.Pacity 3.5t Catty. Table Ibs I H011d•4 CMU Fmed emu PT Wood Metei 5/16' Elco 1/4' S6 RO SMO8 E)eo 1/4' Ss Etc, allSeel 412Steel 912 Steel A01-Type: 3/16-M.Ulm- 1/4*E1oo Nbmm UlBaeon 3I16'FJco Uitrecon 1/4-Eleq lamm A9g.Gator Ramon ABgreG5lor S.-(G5) S.-(G5) S9rew(G5) Anch i-CBp Paltems 1' re 3-1/B' 1• 2.12• 1• 2-12' 21 Y 0.48'- 0.51• 0.324" Edge OMawe(In7 Embedmml mY r 1-3/4' 2-1? 1-3l4' 1ai4' .2-1 1374' Y 1-171 1-1/4' 7.1/4' 1-1/4' t-1l4' Y 131e' 13/8' lades 2 Anchors®4.75'WM O.G/ St"daN moEset COP(RO.762): 390 bs 3900t5 450 Ns 8901he 18441bs 270 be 280Ibs 361ft 7400x 37416s 9616s 34116s 49216a SB08• 4 An4hotn 8g 4.68' H. O.C. / Stlndard (oro0se8 Clio (Fig. 3): 760 ea 7aO It s 900Ibs 17801bs 32321be 540 bs 560[be 708 0s t4a011. 748lbs _ 11 s 682 2s 6851is 11201bs B Anctmm®1.71°MIrt O.G/Slmdmd(ar00se0 Clip (Fig. 4k 1t- bs 14DO lb. 1010lbs 25BS Ibs WA WA 940 ms WA 1D6511s WA WA 1363 )bs 177016a 2240 Ws 4AnaMI0 fit 9'M70 O,C.!(2)2v5AnBla Cops!(Rg. S} 7800:s 7BO It. 6SO bs t56D Ibs 1896lb. 5405s mIbs WA 7601bs 7481b1 B92 bs TNIAWA 8821bs 8B5 es 112111, BAnolaaa 3' IE. O.C. 1(2) 2a5 Angle Caps I ft. 8): 15BOlbs 15601bs /360 bs 312D Ibs 3T92 Ds 1DBOIbs 11208ts WA 1524 Be 1496lbs 7841be 1983 Nrs 17700e 2240Ibs 12 Arxhm 0 id' Vim O.C.1(2) 295 Angle Cops / (Mg. 7): 1666 Fb 2100lba 1440 Ins 3T8o lbs WA WA I= Ibs WA 190 Ibs WA WA 2045lbs 205116s 3360 @a 4Amhols LID 134.' MN. O.G I Udip, Nta .125' ANm. (Fig. B): WA WA WA WA WA WA WA WA WA WA WA WA N/ABAnohom Q3 0.64MN. O.G I U10ip, In1o.125'At=. (ng. 9): WA WAWA WA WA WA WA W0. WAWA WA '347 WA2Anc0ms4.88°FL4p (R0• fOF 380 Ihs 390Du 4501De 89016s 1618 ms 270Ibs 2801hs M E 354Ibs 740 Ms 974Ibs 46166 Ibs 4d21m 360 ens 4Anchors ® 1.71' MN- O.C! F47p (Fig. 11R 590 Ns T00 W4 505Iba 1298Ibs WA WA WA 533 ms WA N/A WA 662 0e 8851ta 1120 9a NOTE FORT14E OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: FIGURE I: FIGURE 2: FIGURE 3: FIGURE 4: FIGUREB: FIGURES! FIGUREIO: FIG Ell: FIGURE 5: FIGURE 6: FIGURE 7: ANGLE • • • • • • H CUP (FIGURES 5-2MUST.E USED IN PAIRS. 'AC1TT AUJLIS rvvl.nvn.n�r (DP,)X MULLION CAP.,,°: ANCHOR CAP. USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWERTHAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAYBE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. F-2000"--i 250' fl 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROULF8IED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 0-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125' THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045" THICK (1B GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2' X 6' X 25' THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR 410 S.S. MULUON PRODUCT REVISED as �omplying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 LYNN ,"'/ ` �'� :: • y10ENSF'• cl No. 58705 Ez 44/` %�O�'-• SATE ,A�LNWJN74bEEZ,LP E. FL P.E.# 58705 TABLE I4A Mullion Capacity Tablo a!M1= ' Opening Width (far ver8aal�-SPG ITJ mdlons)or Opening Height(forhodmt9a*Vanring"ons) So In So In 70N 801. 901. 100N 120 in 140N 160In 126" X 2.11" Reetanpular Lc-dro TapTdmg. 1ffip Rectamdar taadl g TmpiTnu } L-n9 RettOng W taaNg TmpRNarg. Lv d-9 RecgI Loatldlrg mw- TmpRda a. LaaOro Gic gNar LmdN9 Trap'iHang. Dins Red.VWaI lnadm9 TapRnag Laadro RL.t d dar Loadtrg TmplTrlarg Lmdlro Rmtargular Loedlro Tnp T&rg. InaG19 X.125" Alum Tube Mull 2��C a d`��co a �• �• �' Z• ,aL• �' a a z• t�� I d6 icdf Fa d z �c ���" date^ g$oCr¢ da�� da942N t442 5ffi 167.0 428 120.2 526 14&9 419 i0a0 e� 13fle 414 90.1 526 134.1 41i[2-47 526 134.1 4116015767 41t filb528 134.1 471 48.1 526 7341 411 48InSao 403 10%o W3 30.6 403 94.7 325 59.0 403 66.4 320 664 403 7&1 315 403 Too 314 40.3 493 7.6 314 345 403 7&6 S14 30.2 403 7&6 314 50.6261n 823 S62 91.0 307 6&e 362 79.3 294 ME = 71.9 Z89 51.3 362 U46 284 982 ME 203 34.] 362 63.6 283 214 362 63,5 i83 25.7 362 &i5 263 541n 67.8 ME 74.1 287 5&5 318 642 261 4&5 318 57.7 256 424 318 M5 257 37.7 318 60.8 2W 318 4&6 249 2aS 318 49.1 245 242 318 49.1 248 21-1 318 49,1 248 C 60N 49.5 25a 611 279 412r2l 4S7 214 35.3 258 40.7 210 30.9 2SS 37.2 201 275 2M 349 204 256 33.4 203 ME 26a2 17.7 258 322 201 16.5 255 32.2 201 427 234 45.6 Z00 35.E3EI 195 365 234 34.7 192 2&7 234 31.6 169 23.7 234 29.4 165 234 2&0 154 17.8 234 28.6 183 13.3 234 2&5 783 13.4 234 25.5 183 372 273 39.4 183 3t.0 M.1 179 -5 213 29.9 176 2322t3 T7.0 1T4 266 213 Mi 170 213 237 169 15.5 213 =2 167 133 213 220 169 1t.e 213 220 1 68 72 N 28.6 179 30.1 165 219 25.6 152 20.4 178 225 US 17.9 178 263 147 148 179 7&7 145 78N 243 161 25.4 140 263 215 937 17.4 1.1 19.0 136 15.2 161 17.0 133 73N 223 152 23.5 133 18.8 1&9 131 1&i 152 77.5 128 TABLE 148 Anchor Cap6eKy Tehle s St�imte 27K Cmrffie 3.5k Cott. HOCow CMU F16ed CMU PT Wood I4da 5//6'Eko I- SS EIco 5/16'Eko 1/4•So an x/0 SIe9 "I S1 J M2s Arthvlypa 3176•Eko utrdcon 1/4•EkoUOram Vnam 3116•Eko U@acm 1/4'Eico ultracm A990Ca11X Ultncm AglreGaor Serew(65) S4R P5) S-(05) AnchorCUp Patfsms 2-Ire 1° 2-12° 3-iB• i• 2-1r2• 1• &7fC 2• 3-1/6° 2 64Y 0.54• 0.326• Eole mstace Cm) Ernbemnmt I 1' lar 1.1l4• 7.W4' i+'V4° T 1-11Y 1-114• imv 1-1/4° 1-t/-0' t-1/4' 2 1.410' t.1r8• 7/aS'S ' 4 Attinm ® 3' 6Aa QC. / (Y12i5An91e Cbs 1 fl9. $ 780101 7li0 N4 9:01� 16501os 1-1-- 847 0s fi6011m WA Too IW 748 ®4 NU IM 1t IC1 E821D3 885 m6 1d30 1os ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP_) X ( ANCHOR CAP..e,,,,,,\ _ ANCHOR CAP-_ I MULLION USE THIS FORMULA TO OBTAIN THE •ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUALPRESSURE REQUIREMENT FORTHE OPENING, WHEN IT IS LOWERTHAN THEMULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES ' ' 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR INFORMATION ON LOADING. F�1266"� SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ' 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE -� I FIGURE 1: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. ' ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2:(� _ FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED .125• 1 CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 090. WOOD 814ALL BE PRESSURE -TREATED 7- ' YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE MINIMUM OF.126• 1 THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.OW THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT 1.26" X 2.11• X .125 MULLION LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. a Q X..L `co m f cnLu O N N Ir Xcc Y Y en N a o 0 d e< Z.Cr) in _ m0 o PRODUCT REVISED a9 comptying with tho Florida 6uitding Code NOA-No. 17-0630.01 Expimeon Oaw 05/26/2021 By MlamWa(1Produc Control /11111111/ a00 LY N/y.if �'�`•••VCENSF'••C�� * : No.58705 A. LVOMI"R, P.E. FL P.E.# 58705 IHDLC IUF1 Mullion Capacity Table 0bs/1t Opening Width (fcreerOra1 y-partirlg mtl5ons) or opening Haight (farhorimnla* patnig mUllcrs) 50 In so 7D in SO In 901n IW In f2ln Win 1601. 326' 30 Reef psa Lwdm9 Trap7d;i - Loadrg• Ra w Loadng T-79-n9. Lmdn9 Ree1m140ar Uadng T1aNT0and Loading Recgr�dar L.adna 1nPfIH 1 L..ft R4ctoIa Loatlin9 7raMllan9- L-&M Rea da Lcadna TraWTdnrg• Loan g Recla41i0r Loadn9 1teNTdazp. Lowing ReCaPAer Laadng 7rap7Hmlq Loading R-d-v&r IOed1g Tr¢7D1ans- laadn9 DEG. ALT1914" BAY MULL11. A d 5p�7 SZ a^ ti Se d` W t3 ?�Q s't. r ��` z�g ¢d 1i �� F€ �• _ tPi`�' d' r .i E� o a ci� €� d�K �� �'"c 2> G� g'� dC e S _� v@ ., ci a$ A m•., u� a� 92 � ��$ dr 'n?! a r �� Z@. c �K� aR 2> bgi apt i�. iiGoaG'8 ;'� d`rc r a a r r a a x_ m ;:• a m^ 42 in 170.0 620 170.0 435 ITO.O 744 170.0 478 170. 866 f70.0 506 170.0 992 170.0 519 170.0 1115 170.E 627 170.E 12M 770.E tS21 170.E tIW 770,E 621 170.E 1735 170.E 521 1481 174E 170.E 621 40 in 17a.0 709 IM.a E24 170.E 850 170.0 564 170.0 992 170.0 eac 170.0 1133 170.E 661 170.0 1275 170.E 677 170.0 1417 170.E 680 1522 1522 170.0 680 130.5 ISM 170.0 6 00 114.2 1522 170.E 6W Se.6251. 170.0 T47 170.E 5M 170,0 898 170.E em 170.E 1046 170.0 6a4 170.a Me 1700 723 170-0 1345 170.E 747 1642 1443 170.0 755 1369 1443 170.0 756 117.3 1443 170,E 756 1o26 1"3 170.E 758 54In 170.0 797 170.0 612 170.E 966 170.0 691 170.0 1116 170.0 764 170.0 1275 170.0 603 160A 1353 170.E 837 144.3 13A 170.E 856 1203t76.059.4 861 tm.t f353 170.D 861 90.2 1353 170.E 861 Win 170.E 885 170.0 7D1 170.E 1093 170,0 797 167.0 1218 170.E an 146.1 1218 170.0 944 t29.9 121E 159.8 836 116.E 1218 1511 924 97A1 913 83.5 1218 146.1 913 73.1 1218 146,1 913 631n 170.0 San 170.E 745 170.E 1118 170.D 850 150,1 1160 1680 83a 131A 1150 153.0 814 1169 1150 1419 W6 105.1 1150 1342 am 87.07 871 75.1 1160 102 870 65.7 1150 123.2 870 $ 66{n 170.E B74 170.E HS 152.4 1048 165.8 all 130.6 1049 14S.8 664 114.3 1018 133.1 650 101.6 1048 123.4 838 81.4 1042 1186 BW 782 821 65.3 1046 1D8.2 818 57.1 704a 1062 B4B c 721. 140.8 880 1479 764 117A 880 128E 748 10a5 SW 110.0 734 S&C 880 100.0 72? 7fl2 NO 92A 712 70.4 850 (i8.2 793 56.7 693 50.3 6W- 785 685 40.E 860 76.4 698 J 0 IS In 119.7 780 125.1 690 99.8 790 105.4 676 85.5 TOD S3.3 563 74.8 790 83.9 662 66S 7W 769 643 51e 790 71.7 835 49.9 624 42.6. 790 62/ 619 37A 790 6f.5 817 2 781n 110.8 750 115.5 657 92.3 750 98.1 eM 79.1 760 85.9 632 69.2 760 77.1 621 e1.fi 750 70E 6-12 55.4 750 69.7 605 462 594 39.6 750 563 588 34.6 750 65. W In 721 964 79.4 500 W.1 563 629 491 fii.5 563 54b 483 45.1 5b3 489 475 4MI 50 44.4 468 381 563 41L9 462 30.0 " 563 362 452 25.8 sea 33.3 445 223 583 31.5 442 98h 59A 495 61.1 443 49,5 49' 51.5 435 424 495 44.8 427 37.1 4S5 39.9 421 33.0 496 38.7 415 29.7 485 332 409 TA.B 495 29.1 400 212 497 ffie 394 18.8 4. 25.E 3W 10Bin 41.7 '391 42fi 353 34.8 391 35.9 34a 29.8 391 31.1 342 281 391 27.6 337 232 39f 249 333 20.9 391 228 32B 17.4 39) 19.7 321 14.9 381 17.6 315 11t In 3fl4 370 39.2 3M =0 370 33.E 3W 27.5 370 28.6 325 24.0 370 26.3 320 21.4 370 22.8 318 19.2 37D 20.9 312 16.0 370 18.1 W5 1201n 30A 317 30.9 289 25A 317 26.0 254 21.7 317 22.5 280 19.0 317 19.9 276 168 317 172 273 144in 17,6 220 17.. 203 I AI]LC 1DD An or Capacity Table bs Substrata 2.7K Con.mte 3.5k Can.. "a -emu FIWCMU I PTWO.d I Metal 5116, El.. 1/4' S3 Eleo SI76' �co 1/4' SS Fho Oo Steel C12 Steel 0123ted Anchor Clip Patterns A..hcri Ypa 3ne'Et.o Ultra.on 114'EN. Ultracm Uitrecan 3H6'EJw UHrmos 1/4'Ebo Ulhamn � IAtr on Ag .1" S-(G5) S.-(G5) 8-(G5) Edge Distance Ilnl I. 2-.' 1' 2-12' 3.118-aWA 2-11T 1' 2-1PC T 3-1/8" 21 0.48' 0.Sr OS.11' Embemneln (bk 1314' 1,V4' 13/4' 1.314' 7 1-t/4' 1-ilb' 1-1/4' 1.114' to/4" T 1;1/8' 1318' woes 2 Arrolnm ®T Min, O.0 / R) 215 Angle COP. I (Fla. 1l 3W b. 3801. 43D 1bs 89010e 1700 b. 2801Ds 354 Lt. 740Ibs 3741bs 72010. 918 9re 941 ms 492 0a SW bs 4 Archam 40 3S W, O.C.I R) 715 An& CUP. / (F19- 4 7W b. 7W ye TW lbs 167E ms 2525 bs 5W Ibe N/A 1t20 0s 7481bs BW 0w 189210. 682 U. Ee5 an 112E @s 6 Ana -a ZT1'Min, O.C/W215-2. 1Zp. 11Fia. 37 t1201hs 11201W 958 W. 22461W 22541ba840 bs WA 1059 Rs WA 13209is WA 1022 @e 17270rs 16W bs FIGURE 1: FIGURE 2 FIGURE 3: ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN CN SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125' THICK. STEEL STUDS TO SEA MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAYBE STEEL, 18.8 S.S. OR 410 S.S. ANCHOR CAPACH 7 =ANCHOR CAP., I USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT 1S LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE 30' BAY MULLION PRODUCT REVISED as complying with the Florida Bulidng Code NOA-No, 17-0630.01 E7lpimtion Date06/26/2021 By Miami-D a Product Control .\aONY •%, LYN/y � 4/ N0.58705 7k = p0 S PATf� i�Fs "40RIOP,..G���: /' NAL ER11 A. LYI� rN ALL, P.E. FL P.E.# 58705 2 H- I HCILC IOM Mullion Capachy Table Plesftt2 Opening Width (forvell llysPanrdllg mllliars) or Opening Height (for lvv 2 rtaW-sparrirg mullions) 60 in 6D In SON Bo in 90In 100In I M in 1401n 180 N 31fi" b6 Rectangular I Leading T ollf ne. Leafing Radangdm Leafing TraONang. L�dng Reeton9dar Loadrlg Tf- Td-w. i-dag Red-gd. Lowing Tntdrdan[F Loafing ll d. pdar Lcadng IiapMang. Leafing Redarlpdar Loading TM011ia g. Le -am Reetwyalar LnadnO 71,4Marlg, Loedtg Reden9dar Loadng Twp/Tdaq. Loafing Re wngdar Leering TWIliiene Loadrg DEG.AL BAYMULL x a 2> a a ` a a• it a . A a Li 9 o � g c7%citsMge S fc 2^ ma q ¢ 2> A _ i: r ma g_e �Ise .iia a C2 z: € go .- `.� ¢¢' o Eo a 46"1 `� fo ±*_ ge �� � q 6 �£ is a m��mw b� ¢K o� is a d`¢ = 13i r of Q=¢ i = :E &N Br°�' 1 �c a dri 820 170.0 435 170.9 744 170.0 478 I70.0 80 170-0 W6 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 17&0 521 170.0 1488 170.0 5N 170.0 1735 170.8 521 1503 1871 170.0 521 708 170.0 624 170.0 850 170.0 584 170.0 B92 170.0 830 170.0 1133 170.0 6fi1 170.0 1275 170.0 677 170.0 1417 171.1 680 163.7 1137 17&0 660 140.3 7837 1709 680 7228 1637 170.0 680 747 1709 5e3 170.0 80 170.0 631 170.0 1M 170.0 694 170.0 1195 170.0 TM 170.0 1345 170.0 747 170.0 1494 1760 750 147.1 1552 170.0 755 12B.1 1552 170,D 756 110.4 IM 170.0 758 T4117 797 170.0 812. 170,0 B56 170.0 691 110.0 Ille 170.0 754 170.0 1275 1TMO 003 170.0 1434 170A 837 1552 1455 1T00 856 128.3 1455 470.0 861[74 1455 170.0 fist 97.0 1455 170.0 861 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 078 157A 1309 170.0 044 139.7 1309 170.0 996 125.7 1309 183.5 BBb 100.8 1309 157.1 an 13DS 157.4 g82 78.8 T309 157.1 952 aoa 170.41 745 t70.0 1116 170.0 650 1S29 1247 170.0 940 1425 1247 164.5 sw 1267 1247 1628 905 114.0 1247 1M.7 952 95.0 1247 1382 WS 1247 135.7 W5 71.3 1247 136.7 935 ram. 66N f70,0 B74 170.0 789 1)0.0 ti99 7709 903 148,4 1190 183] 985 129.9 1190 147.9 945 115A 1190 138.5 828 103,9 1190 12&4 B14 8&8 1180 1185 8981190 1fe.i 893 84.9 1180 H&1 899 C 72In 161-6 1010 134.7 101D 144.6 859 1010 1272 842 101.0 1010 114.7 828 89-8 1010 10&6 817 B3.8 /D10 98.9 807 67.3 1010 90.8 795 1010. 87.8 790 50.5 1010 97.7 789 76N 131.4 906 l43.92 114.5 906 1220 775 BOB 107.1 761 65.9 808 96.2 749 763 BOB e&2 736 8&7 908 62.3 729 67, 606 74.7 716 908 71.2 710 d2B 906 70.9 708 7801 127.1 B61 1059 W 1125 738 861 88.8 725 79.4 681 B&5 713 70.6 851 81.0 7M 63.6 861 75A 694 510 86l 0.1 681 861 94.5 6T5 39.7 861 63.7 W 00In 827 646 85.4 574 6&S 946 72.1 564 [483 816 629 554 51.7 646 5&1 645 46.0 646 509 537 41.4 646 47.0 Sag 3d.5 646 415 Big 29.5 64B 382 511 25.8 696 36.5 501 BBN 6B3 588 T0.7 500 56.6 588 59.1 deg 42.6 568 45.8 483 379 BW 41.4 476 34.1 368 3&1 470 28.4 Beg 33.4 4S9 24.3login 47.9 4 99 48.9 405 39.9 449 412 399 29.9 440 W.7 38/1n44.1 425 45.0 385 D6.8 425 37.9 379 31.5 ICSi.449 27.8 425 29.1 367 2A.5 425 262 362 7t1 425 24.020N 34.9 364 355 331 28.1' 064 29.a 325 249 21.8 384 228 317 19A 384 20S 313 17.5 384 i&7 309 144 N 20.2 253 20.4 233 1&8 253 17.1 230 1 H17LC 1� Anchor Capacity Table ib6 saMbaia: 27k Ccrmmte 3.5k Cone, Mew cmu FH d CMU PT Woad Melel Anchor Clip Patterns Type: 3/16' lJoo Nbacon 114- Eko UOreoen 5/76•Eko Ultrffion 9/t6' Eke 111tracon 7/4' Eke UlOacon 1W 88 Eko ApgmGalw 5rt0'Eko Uloecan 7/d'96 Eko AgOmGator #705ted Screw (GS) 812 Ske1 Scmw(GS) H2 Stetl Suety (GS) Edw 13aterft 1• alrr r 2.1/r 3-118• 1• 2.1? r 2-Ir2- 7 3•tre' 7 D.4e' as4• o.3xc Embedmrnt 00 19/4• 15/4' 15f4- 73/4' 7 14W 1.114' 1-i/4• 1.114- 1-1/4• 1.1/4• 7 1.9/8° 1- 1 aides 2AncMrs ®5• Min O.0 / R) 2a5Atg'- Olps / (FD- 1i 4 A1xMrs 35' Mirt C.G 1(2) W Angie C9ps / kr g. 2k 390 4a ISO ins 390 ins 78D Ns 4508u 79016s 890 ks 16101bs 17001oa 2575 t✓ce 111111, 540Ibs 2111be 960169 114 ins WA 1401 ' 11201. 9741D4 7481h1 7201hs BB7 Ws 946 b, 7892Ios 941 Ihs Be 4t21bs 885Ibs 56D Uw 11201ba 6 Anchors 271' Min O.G I Vj-ArV8 CBPs I (F9. 37. 112016s 11201be 958 ke 23481hs 2254 b WA 8101bs WA 10591 WA 132D @s WA 1D221bs 1 130 W 1680 U. FIGURE 1: FIGURE2: FIGURE 3: ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND -MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21.23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 606375AND BE A MINIMUM OF.125" THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGa STRUCTURAL STEEL TO BEAT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR 410 S.S_ ANCHOR CAPACITY =ANCHOR CAP,,,, USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWERTHAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE, PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 LY No. 58705 ION q � A.SLAMN I�AIP.E. FL P.E.# 58705 I-1.00D^-I F-t25o"--i --i 1.000" r- Ir�j t.000• f-- �•-� 1.000° r-- -+1 1.000" r- I .125" A25' 2.750" .125" 3.126"DI-0- 25" 3.188' 2.750°125' .1252000' 2000°a- t266' 125' I 3T5' 375' J- � T f 1•X2'X.125"MULLION 1'X2"X.375"MULLION 1"X2.75'X.375°MULLION 1'X 2.75•X.650"MUWON 1'X3.12SX.5'MULLION 12SX 3.188*X265'MULLION 8063•T6 ALUM. 6083-T6 ALUM. B063-T6 ALUM. 6063-T6 ALUM. 8o63-T6 ALUM. 6063-T6 ALUM. XSECTION XSECTION XSECTION XSECTION XSECTION X-SECTION {-{ �--.125' STANDARD CUP 2.000' 6063-TB ALUM. XSECTION 11 11!- 1 r.125" L 5.500" CUTHERETO 375" .375° {� SAW CREATE F-CUP, SEE MIN. MIN. I r DErAILF,SHEET4 r-------� I �-------I A L_ L- STANDARD CLIP 60W T6 ALUM. CENTER OF ANCHOR HOLE MUST UE TOPMEW WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER ANCHOR DIAMETER+1/16". 5.500"375' .375' I MIN. MIN. ------ T------------ I I I I I I I B D I I I I I C OFFSET CUP 6063-T6 ALUM TOPVIEW {-{ �-.126" I 2.125 U-0UP 6063-T8 ALUM. XSECTION .125'� Ij -'i .740" F-- .338° MIN. A I U-CLIP 6063-T6 ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+1/161. 2X5 ANGLE CUP 606a:M ALUM. 2 000'L t XSECTION L 125' 1 .376' MIN. F--- A- - - - - --------------------- ------------- 2X5 2X5 ANGLE CLIP 8063-TB ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS &18 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER t 1/16'. - - Mull Dimension (sheet#) Pt3T Part # Mullion Std. Clip Offset Gip U-Clip Angle Clip 1^XZX.126'(5) 6SW5 666113M 666111SM 666243M 666511M 1" X2" X.375" (6) 666006 666114M 6661119M 666244M BM12M V X 2.7W X.375" (7) 66607 666115M 6661120M 666245M W513M V X2.75° X.65W (8) S6808 686116M 6861121M M46M 666514M T'X3.125" X.500"(9) S6637M 6661116M 6661114M 666242M 666515M 1.25• X3.IW- X.265°(12) 65641M W61117M 6581113M 666241M 666516M 1.26"X2.11"X.12S'(18) 69370 WA N/A WA 666517M NOTES: 1) HOLES 70 BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 6-9, 12 & 18 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS & ANCHOR O.C. DISTANCE. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TART F A Dimension Value On) For Mullion: AJE2. 1.825 1"X2X.125" X.12C895 Tube Mullion Alt inum B654 D0.740 A 1.125 1° Aluminum Alluuminum Tube Mullion B 2.404 C 0.635 D 0-490 A 1.875 1°X27B-X ,375 Aluminum Tube Mullion B 3.�0 C D 0.757 1.118 A 1.312 1•X2.75"X .850' Aluminum Tube Mullion B SLOW C 0.476 D 0-836 A 2.000 4' X 3.125' X .500' Alum Tube Mull B 2637 C 0.863 D 1.137 A 2.625 1.26°X3,16W X.255" Alum Tube Mull e 3.262 C 0.862 D 1.762 A 1.813 1.26' X 2.11' .121° Alum Tube Mull PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date OWW2027 By Miami- �dProdoct Contna No. 58705 ,po E T �i F •'-�ORIDP.••' " FL P.E.# 5 705 125°X 3.25"X.iOT 125°X3.25'X.624° MULLION MULLION 6005-T5 ALUM. 6005-T5 ALUM. X-SECTION X-SECTION v 30' BAYMUL606 6063-TB ALUX. X-SECTIO. 3&5° S . 125" STANOARD CLIP 2.625" 2.000 " -TB 6063ALUM. I X-SECTION i{ .125" 1' X 4' X-376" "T'-MU W ON 6063-T6 ALUM. XSECTION 1.26(r 3.99 1OD° _1 . --{ .820, 1-- 1.25'X3.94'X.624' MULLION 6005-T6ALUM, X SECTION 226"-J .375' MIN. oauu- 3.125' CUT HERE TO I _ CREATE F-CLIP. SEE j DETALRSHEET4 r-------'I 1 r___----'1 I I I 1 1 I I I I I I I I i I I I 1 I I I I 1 I 1 I I I 1 I I I I I I I I I 1 I 1 I 1 I 1 I I 1 I I I t rt L STANDARD CLIP Z=111 ANCHOR HOLE MUST LIE 6053-T6 ALUM. THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 10-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER ♦ IM6°. .375°� I .375' MIN. I I 1 I I I I I 1 1 i I I 1 I I 2.250° 1 1 I I I I 1 I I I 1 I I H I I 1 1 1 I 1 I i G OFFSET CLIP .125' 6063--TO ALUM. TOPVIEW NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET 2) SEE SHEETS 10, 11, 13-15. 19 & 20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS, 740" }y 125' I 2.125' U-CLIP I W63-76 ALUM. X-SECTION --i I--.125" 2,000" 2X5ANGLECLIP 6063-TO ALUM XSECTION .125' CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 10.20 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DWMETEfR ANCHOR DIAMETER+ 1116% .375" CENTER OF ANCHOR HOLE I MUST LIE WITHIN THE DASHED BOUNDARY.SEE F SHEETS 10.17 ¢ FOR THE ANCHOR O.C. DISTANCE MAXIMUM 1 ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1716. U-CLIP 6063-T6 ALUM. TOPVIEW TART F r Dimension Value (In) For Mullion: F 3.687 1" X4" X G 1.000 .125' Aluminum H 2680 I 3.000 Tube Mulllon F 3.187 1"X4"X G Q757 .375" Aluminum H 2.430 1 3.000 Tube & "r F 225D 126'X3.25° 0.760 X.100" Aluminum ��H 1.500 3.250 Tube MuOion TART F C CONT_ Dimension Value (In) For Mullion., F G 1.B3B 0.600 1.26 X3. X.624' 1 Aluminum 1 Tube Mullion H 1 1 1.438 t 3.260 F G 2025 1.125 1.25- X 3.94" X.624' Allsnlnum 1 Tube Mullion H 1 IN 1 3250 F 2.013 30' Be Mull F 2.075 45' say Mull m o� 375" w p g , CD C7 MIN. � N z ----� '.� .375" Z g rUQ MIN. J a9 it �Z i 1 Q J Z p ¢ N 1 Q . Z aO co SC3 60 W Z S o `.G Y cn 2XS ANGLE CLIP c 3'O >.O 6083T6 ALUM.t�m� To VIEW o H > 9- PRODUCT REVISED as complying with the Florida Building Coda NDA-No. 17-0630.01 Expiration Date 05126/2021 0 By u�i Mlam ade uct Control U) a? U z ..iw]I Ii17/r. Mull Dimension (sheet N) POT Part# Mullion Sid. Clip Onset Clip U-Clip jArgleClip 1° X4- X.126- (10) 69364 666111M 601122M 666241M SM516M 1°X4'X.3751(11) 66610 686112M M1123M 666242M 666519M 1'X4' X.375"r(it) 1.25' X3.25' X.100' (13) 1.25° X3.25- X.024" (14) 66653 20180P10312 20101120316 6661t2M 6WI127M 6661128M 601123M 6661124M 66SI125M 666242M 6662410M e662411M 666519M 66855115M 6665116M 120X3.S4-X.624°(15) 20162 6661117M 6W1126M 656241M 666517M 30 Degree (19) 60849 NIA WA WA 6US110M 45 Degree (20J SWW NIA WA WA 666511iM � 4� ORION." S ";,,''ZONAL A. LYNN MILLER, P.E. FL P.E.# 58705 1-1 C C Mull Dimension (sheet#) PGT Part# MUII10n Std. Clip U-CRp Angle Clip 2" X4" X.25" (IB) 66602 666261M I 666271M 6665112M 2'X6"X.25'(17)1 66604 1 666262M I 666272 I I 6655113M STANDARD CLIP 2.000° 6063•TOALUR X-SECTION NOTES: I 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 1 6-1 7 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS 2.000' 4.000" 250" 2' X 4" X .2S MULLION 6063-TS ALUM XSECTION .250' r--2000"-^j 2'X6"X25' MULLION 6683•T6 ALUM. XSECTION CUT HERE TO 3.500" CREATE F-CUP, .375" _ SEE DETAIL F. MIN. r SHEET4 MIN. r-------- ------ --------� 1 I I I 1 I I I I I ¢ -I-- --- --I- 3.43W I I ------------ I I I I I I I I I I L- STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE 6063-TSALUM. WITHIN THE DASHED BOUNDARY. SEE TOPMEW SHEETS 16-17 FOR THE ANCHOR O.C_ DISTANCE MAXIMUM ANCHOR HOLE .375"� MIN. Pe- 5.500' CUTHERETO CC r_SEEDETAILF, MIN. F13.500"� CREATE F-CUP, -MIN. SHEET4 I I I I 1 I I I I I I ` I I I I I I I I I I I 4.688' I I 5.42 I 1 I I 1 I I I I I I I I I I I _-_____� I `- STANDARD CLIP 6063-T6 ALUM. TOP VIEW U-CUP 6063-TB ALUM. 2125' XSECTION .125" F-1.490----i T + 3.438" ILI U-CUP, 6063•T6 ALUM. / CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 16-17 FOR THE ANCHOR O.C. -DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1/16'. .375° .I I 3 1 U-CUP 6063-T6 ALUM. USED FOR 2' X 6' MULUONUSED FOR X MULUON.SHE�17 TOPVIEW Ire{ 1+-.125" 2X5ANGLECUP 6063-T6 ALUM. 2.000" XSECTION .125' 5.000' 375' MIN. f_____________________I. I I I I I I I I I I I a436" i I I I I I .375" j MIN. 2X5 ANGLE CUP CENTEROF ANCHOR HOLE MUST LIE 6063-T6ALUM. WITHIN THEDASHED BOUNDARY. SEE TOPMEW SHEETS 16-17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER ANCHOR DIAMETER +1/1S'. __________ I I I I I I I I I I I I I I I I I I 5.438' I I I 1 I 1 I 1 I I I � I I I I 2X5 ANGLE CUP 6063•Tr,AWM. TOPMEW .375' MIN. a Ij < Zm o $ 0 � 0 � C 'Q G O ¢ EL Zm(0 [ O PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Da 5/2612021 By Miam a Product Control �°111111rlllh - \�.�a�r1V �' •'LICENS y(. No. 58705 • �_ ,375" MIN. O ''7iS,��NAL 1�N``�: A. LYdM11ILLEVR, P.E. FL P.E.# 55705 EXAMPLE n. MUWON LENGTH 1: SINGLE VERTICAL NOANCHORS SEE FENESTRATION PROWCTS APPRovAL A NO ANCHORS 37 --{ OPENING MULLION P! HEAD SEE DETAILS. SHEETS 23 D SEE S, SHEETS 23 ITWIKD�CW �SILL 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+60.0/E0.0 PSF_ 1)INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72"AND THE OPENING WIDTH IS 321+32+1"=65". REFERENCINGSHEET 25, THE COLUMN USING RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-114"AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF-60.01--60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE FROM TABLE 3A SHEET 7, THE 1"X 2.75-X.376" MULLION (LENGTH = 72•, OPENING WIDTH = 70') MEETS THE DEPTH REQUIRED, HOWEVERTHE DESIGN PRESSURE IS+1-58.3 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. - FROM TABLE 4A. SHEET 8, THE 1•' X 2.75• X .650" MULLION (LENGTH = 72, OPENING WIDTH = 701 HASA DESIGN PRESSURE OF+1-727 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 836 LBS. 2) USE TABLE 4B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE BOTH THE STANDARD CUP WITH (4)#12 ANCHORS AND THE 2X5."�. ANGLE CLIPS WITH (4) 912 ANCHORS HAVE A CAPACITY OF 885 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CUP IS EASIER TO INSTALL. 3) VERIFY THE DESIGN PRESSURE OF 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 AND7HE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS+/-fi0.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS. ALTERNATIVELY, THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: (60 PS,)X � LBS `= 524.9 LBS (MAY BE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 4B) 72.7 PSF I Lo Z wN W co � Z 9c m ; pY ` N U a ` rc t l = O F m THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBSAND USES ACONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH IS 23/8•. THE OPENING REQUIRES Af DESIGN PRESSURE OF+50.0155.0 PSF. Eli O Q r- t FOR THE VERTICAL MULLION: j Q N < 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32-+72•+1-105" ANO THE OPENING WIDTH IS 36'+36'+1•=73, REFERENCING SHEET 25, THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FORAMULLION THAT IS AT (PAST THE WINDOW FRAME DEPTH OF 23/8" AND WILL ' a Zco cr)w 5 o EI MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.0/-55.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. rn J o EXAMPLE 2• MULTIPLE MULLIONS ' SEE DETAILS, - FROM TABLE 3A, SHEET 7, THE 1 • X 2.75-X .375" MULLION (LENGTH =108'. OPENING WIDTH = ED-) MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/,15.1 PSF W 0- - 0_ co MULLVADTFi--i1--SHEETS 23 ;AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 12A, SHEET 16. THE 2•X 4' X .250" MULLION (LENGTH =108", OPENING WIDTH = SO-)HASA DESIGN PRESSURE OF+F64.7 PSF WHICH EXCEEDS THE REQUIREMENTS 0. e Z r FOR THE OPENING AND MAYBE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. 22 �iO sS SEE SEE BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2" TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 36'+36"+2`=74", NOT 73" AS PREVIOUSLY �� FENESTRATION DETAILS, PROWGTS SHEETS ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN PRODUCT REVISED APPROVAL 2-0 \ \ THE 73' DIMENSION (35-12•+35-11Y+2-=73"). as compNing with the Florida Building codde r - - } 2)USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED NOA-No. 17-0630.01 CONCRETE HEADER AND SILL ARE 8" WIDE IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8', CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE VERTICALI ` MULLION ` -� I USING THE STANDARD CLIP WITH (6) 3/16" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-12" GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER, AND o Expiration Date 05(26/2021 LF� GTH SEE SEE THEREFORE SUITABLE. FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. BY $ DETAILS, DETAILE• OPENING SHEETS SH=-ET3 FOR THE HORIZONTAL MULLIONS: DI Miami-Q de Product contra HEIGHT BECAUSE THE VERTICAL MULL WILL BE A 2'X 4" X.250" MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER www ir OR HFORIIZ MULLION MULLION TYPE COULD BE CHOSEN 1) THE MUWON LENGTH IS SO' AND THE OPENING HEIGHT IS 32"+72"+2'=106'. REFERENCING SHEET 25, THE COLUIM USING TRAPEZOIDAL/TRIANGULAR LOADING MAY BE 0) 0U_• USED. FROM TABLE 12A, SHEET 16, THE 2' X 4' X .250' MULLION (@ LENGTH = 42", OPENING HEIGHT =120-) HASA DESIGN PRESSURE OF+1-170.0 PSF WHICH EXCEEDS THE Y REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. SEE DETAILS, 2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE 8" OZ SHEETS WIDE. IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE 8", CARE MUST BETAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE USING THE 2X5 ANGLE CUPS WITH 23 (4) 3/16" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1' GIVES AN ANCHOR CAPACITY OF 5401BS WHICH IS GREATER, AND THERE -FORE SUITABLE, FOR THE REQUIRED w 11 1 I ! a I ANCHOR CAPACITY OF 521 LBS. R .N , jw( LYNty •. �C!_ ��^ 30',HORIZ 3S•,HORIz MULL LENGTH MULL LENGTH � 4) FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 521 LBS. TABLE 12B FOR THE U-CUP 8HOV Z THE ANCHOR CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPAC17Y REQUIREMENT OF 521 LBS. THE o ��; •' V•{CENyF OPENING WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A #12 STEEL SCREW. a .�.: NO.58705 :. FROM THE ABOVE STEPS. OUR MULLION DESIGN PRESSURE IS: +/-64.7PSF FROM THE VERTICAL MULLION; �?j //L •(ram +1-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO CMU; +1-170.0 PSF FROM THE W HORIZONTAL MULLION ATTACHING TO THE VERTICAL MUWON (INTERSECTION} N ��E:•((/� Q .A '•, YII� i/�s THELOWESTDESIGN PRESSURE IS-44.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS _ ••.ZW210P`..•'C,� 1 VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE. OF MULLIONS OR FENESTRATION REQUIRES THAT THE AND THE FENESTRATION PRODUCT BE INSTALLED IN rr �i%/Sj7'1`0``NAL PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE BOTH THE MULLION ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. A. LYN011ILL9R, P.E. O FL P.E.# 58705 EXAMPLES OF RECTANGULAR LOADING: I I 1 1 PW lot, LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS � ///CAI�31// EXAMPLES OF TRAPEZOIDAUIRIANGULAR LOADING: HINGED DOOR DING OF HORIZONTAL MUI / ///,�,/ Ilyj- I♦'I DING OF VERTICAL MULL �Y w Nn U F z u`N z W Z LU o N. ED 2 1$ F W Inc) S z d � llJ� 'goo PIN Z_ 0 U) C=7 V Q O nQ �Z .0 SH/DH 0 4 PRODUCT REVISED os complying with the Florida Building Code NOA No. 17.0630.01 Expiration Date 05/2612021 I LOADING OF (2) HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL I MULLION I P HINGED PW PW NOTES: 0/1 By maa Product Contra DOOR 1I 1 1) DRAWINGS ARE RERESENTATIONS OF TYPICAL 11 PW CONFIGURATIONS. _ FW CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM THOSESHOWN. ^ / j 2) IF THE LOADING TYPE CANNOT ((vI BE DETERMINED, USE ,.`�y LYNI��'''•, I PW RECTANGULAR LOADING. 1 ��•'•I�EN$F •. ��� PW PW `: SEE 3) SEE PRODUCTS' APPROVAL FOR 1 7 ;' NO. 58705 � I � ACTUAL ANCHOR LOCATIONS. LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED ORANCHORED WITH INTERSECTING HORIZONTAL MULLIONS SG4 — O '. TA •��� .: ONAL LOADING OF VERTICAL. LOADING OF HORIZONTAL L/ A.�YNNA4111d , P.E. MULLION MULLION FL P.E.# 68705 MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (N(SA) www.miamidade.gov/econoniy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve the tight to have this product or material tested for duality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series 11SH-500 Vinyl" White PVC Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 5191-1, titled "Vinyl Single Hung Window, Lai -go Missile Impact'; sheets 1 through 11 of 11, dated 08107/08, with revision D dated 06/01/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Section Revision stamp with the Notice of Acceptance number and expiration date by the Miami — Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LAB,ELING: Each unit shall bear a permanent label with'the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 13-100%05 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. „t . , ,� t ; r ; 4 , The submitted documentation was reviewed by Manuel Perez, P.E.- 1s . CMIIAMMMADE COUNTY pir ate: ry p j31j�j r � t ul O j File , �j .�.:,;: Copy y g�.. PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 08-0820.14) 2. Drawing No. 5191-1; titled "Vinyl Single Hung Window, Large Missile Impact", sheets 1 through 11 of 11, dated 08/07/08, with revision D dated 06/01/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of a series SH-500 vinyl single hung tilt window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5710, dated 08/13/08, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 08-0820.14) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an outswing French door, prepared by Architectural Testing, Inc., Test Report No. ATI-84576.01-401-47, dated 10/31/08, signed and sealed by Joseph A. Reed, P.E. (Submitted under NOA No. 08-0820.14 - For Reference only) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-511 Edition (2014), dated 06/05/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE I. Miami -Dade Department of Regulatory and Economic Resources (RER). Manu Per , P.E. Product Coutr 1 E miner NOA No. B-0612.12 Expiration Date: January 08, 2019 Approval Date: July 232015 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No.12-1017.02 issued to Quanex Building Products, Inc., for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/07/13, expiring on 12/26/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition (2014), dated June 1, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 1, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No.13-1009.05, issued to PGT Industries for their Series "SH-500 Vinyl" White PVC Single Hung Window - L.M.I." approved on 11/14/13 and expiring on 01/08/19. Manuel Perez, Product Control Exa i r NOA No.15-0612.12 Expiration Date: January 08, 2019 Approval Date: July 23 2015 E-2 GENERAL NOTES: LARGE MISSILE IMPACT SINGLE HUNG BOX FRAME AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: A. 3/4" LAW I.G. GLASS COMPRISED OF (1) LITE OF 1/8" TEMPERED OR ANNEALED GLASS, AIRSPACE AND 6110- LAMINATED GLASS WHICH IS COMPRISED OF (2) LITES OF 1/8' ANNEALED GLASS WITH AN .0901NTERLAYER OF BUTACITE *VB BY KURARAY AMERICA. INC. B. 7/8" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 1/8" TEMPERED OR ANNEALED GL�1 SS, AIRSPACE AND 5/16" LAMINATED GLASS WHICH IS COMPRISED OF (2) LITES OF 118" ANNEALED GLASS WITH AN .090 INTERLAYER OF BUTACITE k1bVS BY KURARAY AMERICA. INC. 2. CONFIGURATIONS: Ill AND PROVIEVV 3. DESIGN PRESSURES: +601-70 PSF (ALL GLASS TYPES LISTED ABOVE) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. C. IF A TEMPERED CAP IS USED MAX. DP IS-50/+50 PSF. 4. ANCHORAGE: THE 331/316 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION. SEE SHEETS 9 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. FOR INSTALLATION OF UNITS ABOVE 30 FEET FROM GRADE IN THE HVHZ THE EXTERIOR CAP OF INSULATED GLASS UNITS MUST BE TEMPERED. 6. REFERENCES: TEST REPORTS FTL-5710. ANSI/AFBPA NOS FOR WOOD CONSTRUCTION ADM ALUMINUM DESIGN MANUAL QUANEX BUILDING PRODUCTS, INC. (WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS AND DOORS) 7. THIS PRODUCT HAS BEEN DESIGNED 8. TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). NO CHANGE THIS 4 2010 FBC UPDATE N. VENICE• FL 34275 PA. BOX 1529 N. VENICE, FL 34274 1 V&145/y Better qn I Single Hung Window, Large Missile smsw I NTS 7 a 11 '—win 5191-1 NOA DRAWING TABLE OF CONTENTS GENERAL NOTES .................................... 1 ELEVATIONS............................................ 2 GLAZING DETAILS ................................... 3 GLAZING DETAILS ................................... 4 SECTIONS, I.F. FRAME ............................5 SECTIONS. BOX FRAME ......................... 6 PARTSLIST .............................................. 7 EXTRUSIONS............................................ 8 ANCHORAGE SPACING, BOX FRAME... 9 ANCHORAGE DETAILS, BOX FRAME.....10 ANCHORAGE DETAILS, I.F. FRAME 11 PRODUCT REVISED as complying with lho Florida Building Code �O�2�r Acaeplanco No imtio Data )q• By P 1i�cni Product Co `�1111111II!/i1/ �: ti�.�`'.•�����5e. '• R :tom'. 't : t10,51 58To5 LLJ— FLORN, `aG A. LYA M LER, P.E. FL P.E.# 58705 75' MAX. rn uf2 �gw 10' _ = w MAX. U �-Lu NCY oCYLL 6" MAX. BOX FRAME MAX. SIZE = 52.126" X 75" 5" MAX. TYP. 33 3/4" FIXED HEIGHT DLO 75" MAX. 78 1/4" FRAME O.D. 33 31N SASH HEIGHT DLO NOTE: 1. FOR BOX FRAME SECTIONS SEE SHEET 6 AND ANCHORAGE INFORMATION SEE SHEETS 9 AND 10. 2. FOR INTEGRAL FIN FRAME SECTIONS SEE SHEET 5 AND ANCHORAGE INFORMATION SEE SHEETI1. Rwldar. Dlle R ftkl. - 0 SC 001/1`5 D NO CHANGES THIS SHEET P�wfff pe: RGNags 1W0 Pc�T D.G. f1HBAB B ADDED fO'MAX.DIMENSION TO BOXFRAMEELEVATION VENIGELOGY .34275VE N. VENICE, FL 34275 n IWwf JJ otx 1670Uf f RMda�C D NO CHANGE TM SHEET P.O. BOX 1629 a u—ur. nNc Dmc N. VENICE. FL 34274 Vctlbly Better D.G. o8ro7/08 - 55 3/8' FRAME O.D. — 52118" MAX. 48" FIXED WIDTH DLO 4118" O.C. MAX. TYP. i r 45 314" SASH WIDTH DLO — INTEGRAL FIN MAX. SIZE = 52.125" X 75" 33 3f4" FIXED HEIGHT DLO 33 314" SASH HEIGHT DLO PRODUCT REVISED . complying with the Florida Building Code Acceptance No imlio Dale 1�1 2114' By MAX. hiiroll' a nPnidnet n TYP. s/sw jJVTS 2 d 11 1 5191-1� 2 d 11 1 5191-1 I-YNN �rl7�i o\�� ........ \: P��.•'•�IGENS�c '•�F.Q �� ii No.58705 ,°�`� 17�15 • u� 0 ••, ST TE O A. &NNIMIkLEfk, P.E. FL P.E.# 58705 1/8" ANNEALED GLASS 1/8" TEMPERED ANNEALED GU .m 41 OUTSIDE 'OVERALL GLASS NOMINAL 6" LAMI GLASS NOMINAL 090" BUTACITE® PVBINTERLAYER BY KURARAY AMERICA, INC. 1/8" ANNEALED GLASS 35 OR 36 11T NOM F-GLASS BITE 3/4" OVERALL GLASS NOMINAL 5/16" LAMI GLASS NOMINAL 1/8" ANNEALED GLASS AIRSPACE •090" BUTACITE® PVBINTERLAYER 1/8" TEMPERED OR BY KURARAY AMERICA, INC. ANNEALED GLASS 1/8" ANNEALED GLASS 35 OR C36 1/2" NOM 39 FGLASS BITE 41 OUTSIDE O PRODUCr REWSED m wmplying with the Fimidt Building Cod' AC'eptaltee No pimlio Dale 19 4 3 By OPTIONAL OPTIONAL Miom' ad'Produtl FLANGE FLANGE lunll 3/4" LAMI I.G. GLAZING DETAIL 3/4" LAMI I.G. GLAZING DETAIL RYNN WITH 5/16" LAMI GLASS AND 1/8" CAP WITH 5116" LAMI GLASS AND 1/8" CAP �:.. ' >�E"sF'' BOX OR INTEGRAL FIN FRAME BOX OR INTEGRAL FIN FRAME No.58705 (BOX FRAME SHOWN) (INTEGRAL FIN FRAME SHOWN) '.aa.e O. xmeey. SC wrc trntw: 06101116 D NO CHANGES THIS SHEET GLAZING DETAILS T •'•.F1ORIOP.•' ��'; �i� • QG. "r 11/18Ng y B NO CHANGETNIS SHEET 107N TECHNOLOGY DRIVE N. VENICE, FL 34275 ^� %�j• • .... • `\j�� —Single Wn Hun Window, Lar a Miss�Irrnpact��JJ 1RgT/11 —a a+cua ,,,, C NO CHANGE THIS SHEET oar P.O.BOX 15286v�,Ut N. VENICE. FL34274 Visibbj Better a�.e Full 3 d 11 u�wpw 5191-1 D A. LYNIU�MILLA, P.E. FL P.E.# 58705 D.c. oemrrog 8H500 7/8" OVERALL GLASS NOMINAL 7/8" OVERALL GLASS NOMINAL 5/16" LAMI GLASS NOMINAL 5/16" LAMI GLASS NOMINAL 1/8" ANNEALED 118" ANNEALED GLASS GLASS AIRSPACE BUTACITE® AIRSPACE .090" BUTACITE0 -090" PVBINTERLAYER PVBINTERLAYER 1/8" TEMPERED OR BY KURARAY AMERICA, INC. 1/8" TEMPERED OR BY KURARAY AMERICA, INC. ANNEALED GLASS ANNEALED GLASS 1/8" ANNEALED 1/8" ANNEALED GLASS _ 31 OR* GLASS 31 OR 32 3� rGLASS BITE 39 r 1/2" NOM I GLASS BITE 40 OUTSIDE 40 OUTSIDE PRODUCT REVISED as complying wiW tbo FIWft Ancild,ng do i P'0' ceN D' q 4 3 OPTIONAL OPTIONAL Miami ade oauct trd FLANGE FLANGE 7/8" LAMI I.G. GLAZING DETAIL J 7/8" LAMI I.G. GLAZING DETAIL WITH 5/16" LAMI GLASS AND 1/8" CAP WITH 5/16" LAMI GLASS AND 1/8" CAP ONE,•-YNS BOX OR INTEGRAL FIN FRAME BOX OR INTEGRAL FIN FRAME N0.58705 (BOX FRAME SHOWN) (INTEGRAL FIN FRAME SHOWN) RIMar 00. RnYb= o =� 7 iP (t�; Sc 0=05 D NO CHANGESMIS SHEET TEO panwc 1070TECNNOLOGYDRNE GLAZING DETAILS `•. FloRlO+�..•`,�j�v\: D.G. 12/1aw B NO CHANGE THIS SHEET N. VENICE. FL 34275 rr 10D7/11 C NO CH/WGETHISSHEET P.O.ti0X1528 Vln 1 Sin le Hun Window, Le a Missile /m aCt " `s/ONA� �\` A. MN MIOLFti�, P.E. By Aw N.VENICE,FL34274 Visibly Better 3H5W NTS 4 e 11 5181-1 D FL P.E.#58705 D.O. G8/07/09 F DAYLIGHT OPENING 40 41 OUTSIDE AX. DAYLIGHT OPENING FIXED TYP. MAX.WINDOWWIDTH HORIZONTAL SECTION (INTEGRAL FIN) HOT WELD CORNER ASSEMBLY (INTEGRAL FIN) 'B TECHNOLOGY DRIVE N. VENICE• FL 34276 P.O. BOX 1529 N. VENICE, FL 34274 OPTIONAL FLANGE — OPTIONAL FLANGE WINDOW VERTICAL SECTION (INTEGRAL FIN) FIN FRAME Vinyl Single Hun _Window, Large Missile VGtbly Beeler sH560 NTS 5 s 11� 5191-1 PRODUCI'REVISED m complying with lho Florida Building Code Acceptance NM,, 9 �1111111; 7�� { No.51705 "10 ltfl � �( •, LORIO•, 1 A. LIEN MII �ER. P.E. 17/laW NO DAYLIGHT OPENING OUTSIDE DAYLIGHT OPENING FIXED MAX. WINDOW WIDTH HORIZONTAL SECTION (BOX FRAME) Ic HOT WELD CORNER ASSEMBLY (BOX FRAME) 'OTECHNOLOGYDRNE N. VENICE. FL 34276 P.O.80x 1520 N. VENICE, FL 34274 OPTIONAL FLANGE — OPTIONAL FLANGE WINDOW 0 VERTICAL SECTION (BOX FRAME) 4 3T�� SECTIONS, BOX FRAME nW Wh l Sin le Hun _Window, La a Missile Better 8 � HeII 6 11 �+a 5191-1 PRODUCTREVISED w complying with the Flodda Euilding Cade 15_ao12. i2 Acacptance No Ex irolion Dale 19 Ey Miumi ade Produc trot Illltltt UYNIJ P�: '.• JGEIJSF '•. �'p ND.58705 l A IT TE I'w� A. LYNE� fuIILLE�, P.E. FL P.E.# 58705 ITEM DWG NO.1 PART # DESCRIPTION 1 9521 65163 WT83ML FIN FRAME HEAD& JAM 2 9871 69871 BOXFRAMEHEAD8JAM6 3 952D 65164 WTEGRALFWFRAMESRL 4 9370 69870 BOXFRAMESILL 5 7940 65102 FD(EDMEEnWRAIL 6 7126.1 65103 MEETING RAIL F?ENFORCEMENT 7 7942 65109 SASHSTOP 8 8873 65117 BALANCECOVERS 9 7092 85105 SASH WTf3iLOC1( 10 61644W WSTP...187 X.270 FIN SEAL 11 7092A 65114 SASH RBPFORCEMENT 12 7093 6510E SASHSIDERN9. 13 7745 65113 SASHLJFTRAIL 14 166D 71689SP MR SUFPORT PLATE 15 15BI10 71694 TILTBALANCESHOES 16 168E 7FFHFSSFF PIVOT BARS 17 76208SLAW CAMSVVEFPLOCK 18 76133SLKW CAM SWEEP LOCK KEEPER 19 798MVVF WEEPHJLEODVEt 7676RH L RHTLTLATCH 7675LHTL LHTILTLATCH 71669SP ALUM SCREWSUFF ORT PLATE K 71038W INSTALLFDLEFLUG 716UK SEITINGBLOCK 71684AK SETTING BLOCK-SB_FADHESNE 76X1FPrV0( 6 X 1" FH TECH (410 SS PAINTED) 27 1 1 7612FPR A 6 X V2° FH (410 SS PANT®) 2B 111X2TPA41MI 2"THVWYLSa?EWSS 28 78X114FPAB410X #BBXX11w 30 8XIFPAX 1#8X1° ITEM 5, FIXED MEETING RAIL MATL: White Ridged PVC by Quanex Building Products, Inc. DWG NO.7940 tawlil ITEM I DWG NO. I PART # DESCRIPTION 7/6' LAM I.G. GLAS5:1/8° TEMPH DUUIBOAMJ 31 AIRSPACE -1/8" ANNEALED-.090" BUTACITEM PVB WnadAYER-18ANNEAL O78"LAMLGGLASS :1/"®RD- 32 AIRSPACE-1/8 ANNEAL®-.090" BLIrACRB& PVB WrER AYE P -1/8" ANNEAL® SMS' LAM) 33 34 3/4" LAM I.G. GLASS:1/6° OUTBOARD- 35 AMPACE-1/8'•AMJFALED--OW BLIrAOTB® PVB WraUAYE R- 119" ANNEALED (5116" LAM) 3/4° LAM L , GLASS: IIW ANNIALEDOUTBOARD- 35 ARSPACE-1/8' ANNEALED-.09(rBUrAaTSE) PVB INrB3LAYER-1/8"ANNEALED 5I16°LAM) 37 38 39 SUCONEDOW 1199 40 8492 85112 GLAZWG BEAD 41 8483 65148 SUL GLAZING BEAD NOTE: ALL EXTRUDED VINYL MANUFACTURED BY QUANEX BUILDING PRODUCTS, INC. ITEM 6, FIXED MTG. RAIL REINF. MATL: Alum. (6063-T6) DWG NO. 7126.1 ITEM 9, 803 215 .035j � ITEM 40, I.G. BEAD MATL: White Ridged PVC by Quanex Building Products, Inc. DWG NO.6492 82 272 ITEM 41, SDLBEAD MATL: White Ridged PVC by Quanex Building Products, Inc. DWG NO. 8483 �.870-1 8 y080-11i1iLLLLL ITEM 11, SASH REINFORCEMENT MATL: Alum. (6063-T6) DWG NO. 7092.1 SASH INTERLOCK MATL: White Ridged PVC by Quanex Building Products, Inc. DWG NO.7092 'N.V., O."..NE N. VENICE. FL 3427E P.O. BOX 1529 N. VENICE, FL 34274 ValbJy Bever LISTAND sH500 I NTS 1 7 a 11 1 6191-1 PRODUCI' REVISED as complying with the Fled& Buildingcode Acceptwrcc Bx 'mtionoate Jq - By MfktoT P al �,. No. 58705 ' ,�_ .� . 7 p '• T TE of A. &Y NIMILt ER P.E. FL P.E.# 58705 OPTIONAL FLANGE ITEM 3, INTEGRAL FIN SILL MAIL: White Ridged PVC by Quanex Building Products, Inc. DWG NO.9285 ITEM 1, INTEGRAL FIN HEAD/JAMB MAIL: White Ridged PVC by Quanex Building Products, Inc. DWG NO.9287 NO CHANGE ITEM 2, BOX FRAME HEAD/JAMB MAT'L: White Ridged PVC by Quanex Building Products, Inc. DWG NO.9288 ITEM 12, SASH SIDE RAIL MATU White Ridged PVC by Quanex Building Products, Inc. DWG NO.7093 OPTIONAL FLANGE BOX FRAME SILL MAT'L: White Ridged PVC by Quanex Building Products. Inc. DWG NO.9286 P.O. BOX 1- y,�,ra„ N. VENICE, FL34274 Visibly Berter sum ITEM 13, SASH LIFT RAIL MAIL: White Ridged PVC by Quanex Building Products, Inc. DWG NO.7745 Half 1 8 d 11 1 5191-1 PRODUCT' REVISED as —replying wilh the Florid Building Cade Acceptance No 15-0612.1 iralimt Date 9 By Mihmi adeYroducl Control /C(4 is � No. 5R705 `— cr 17 JS O ' s nrr_ 'SIONAU ,. A. LS�NN MILL'1 �t, P.E. � 0000000�0000�00�0©0© ®®��0000 V� v 000�0 Exarrple: 52.125 x 75 For 1/1 Windows 3 t Anchors required in the head 3 4 Anchors required below the UM Anchors required above the MTR ANCHORAGE NOTES FOR BOX FRAME: 1. ANCHOR TYPES: 1 - 010 SCREWS 2 - 3116" ULTRACONS (CONCRETE OR GROUT -FILLED CMU) 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD- 6" MAX. FROM TOP CORNERS JAMBS - 9" MAX. FROM TOP CORNERS' ('NOT TO EXCEDE 114 OF TOTAL WINDOW HEIGHT) 6" MAX. FROM BOTTOM CORNERS 4" MIN. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. ANCHORAGE SHOWN FOR BOX FRAME WITH OR WITHOUT OPTIONAL FLANGE. 5. FOR INTEGRAL NAIL FIN FRAME ANCHORAGE, SEE SHEET 11. 1/1 WINDOW �— 52 1fB- I I I I Example: 52.125 x 62.500 For View Windows VIEW WINDOW PRODUCr REVISED 521/8" building Coda n complying with theFlorld. Acceptance No t rl-Ofnl `2. tQ 3 Head"" 3 I I I Lx iratlan Date q 3 4 2 2 -- I { I -- BY $ash" Miami ode ProduN Cbatrd Rxed" 6H FIXED NOTE FOR VIEW WINDOWS USEVIEW FIXED WINDOW HEIGHT FOR ANCHOR QUAWrrY IN HEAD AND 62112^ ABOVETHEVIR,ANDUSETHEVIEWSASHWINDOWHEIGHTFORANCHORQUAMITYBELOWTHEMTR `�. UNy LYNN4ffee MAXIMUM HEIGHT FOR V IM WNDOW 1$ 62 112". LiSASH it : y� No.58705 _ NOTE: FOR VIEW WINDOW THE LARGEST CAN NOT EXCEED THE TESTED SIZE. - Q '• u LY= D.naer. Iroo� 0 •'. SIATE F �4Q Sc OB/DI/16 DwD ADDED GROUT-nUEDGMU 1D70TECHNOLOGYDRIVE ANCHORAGE SPACING D.G. 11Jf&w B ADDED AND MODIFIED VIEWWINDDWEXAMPLES N.VENICE,R.34V5i�Ss' Jr faronrl " cNDcruwcETrllssREET P.D.Eox,szs VIn 1 Single Hun Window, Lar a Missile Impact �' /ONA1-��� a"-„�, o`w cmmu t>.m: NNENiCE,FL34U4 VarlblyBener BY1i1bd1 s..e — A.L`�tSfJ'MILI-'a, n r_ DAmnnA c, enn a�mm SH660 NTS 9 a 11 5191-1 D FL P.E.# 58705 1 /4" MAX. �-112" MIN. EDGE #10 SCREW 1 3/8" MIN. EMBEDMENT o I 1 3/8' Mly. EMBEDMENT 2x WOOD BUCK (SEE NOTE 3) 1/2" MIN. EDGE OPTIONAL FLANGE 0 1/a" MAx: 10 SCREW SHIM 2x WOOD BUCK (SEE NOTE3) OPTIONAL FLANGE JAMB W/ BOX FRAME HEAD W/ BOX FRAME THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD 1x WOOD BUCK EDGE DIST. (SEE NOTE 3 1-318" MIN. EMBEDMENT 1-3/8"MIN.EMSEDMENT 2.9KSIMIN. CONCRETE OR 1.5 KSI MIN. GROUT- ' 1 /4" MAX. SHIM FILLED CMU ''••. .". .. EDGF}DIST. I: ,; , j� OPTIONAL --b. FLANGE 1/4 SEE NOTE #1 FOR EDGE MAX. DISTANCE REQUIREMENTS SHIM FOR CONCRETE OR CMU '- •�. 3/16"ULTRACON " ix WOOD BUCK 3/16" ULTRACON (SEE NOTE 3) OPTIONAL FLANGE JAMB W/ BOX FRAME HEAD W/ BOX FRAME THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE 1x BUCK OPTIONAL 1x BUCK OPTIONAL ® NOTES: 1. FOR CONCRETE (MIN. 2.9 KSI) APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 3116" ULTRACON, EMBEDED 131V MIN., DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1" MINIMUM AND TO GROUT -FILLED CMU IS 2.5" 2. FOR WOOD (G=0.55) APPLICATIONS IN MIAMI-DADE COUNTY, USE #10 STEEL SCREW, EMBEDED 1 3/8" MIN.. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. 001/15 NO CHANGE NO CHANGE IO TECHNOLOGY DRNE N. VENICE, FL 34275 P.O. BOX 1529 N. VENICE, FL 34274 uvL.nvrwvc uc Info - ovn rrvvrt� 7n / Single Hung Window, Lane Missile I.fcam ade a,.e m.rrann sHsoo NTs io d 11 5191-1 PRODUCT REVISED . mmplying witkthe Florida Beaaugcoae 15�06 t Acceploncc No Bx 'relion Data )9 fly MiSmi adoP uct �111IIuf, se ' FR is No.58705 U 1 P ST TE OF ��w` : NAL A. V+>hILLER, P.E. A FL P.E.# 58705 2x WOOD BUCK (SEE NOTE 2) 1.430" MIN. EMBEDMENT 1 /4" MAX. SHIMI 1-� ® 2x WOOD BUCK .120' DIA. x 1 1/2' ROOFING NAIL, u V MAX. FROM (SEE NOTE 2) ' CORNER & 41/8' O.C.. 112" MIN EDGE 0 1.430' MIN. EMBED 1/Hi MAX SHIM OPTIONAL OPTIONAL FLANGE FLANGE 1/4" 1/2" MIN EDGE MAX. .120' DIA. x 1 112' ROOFING NAIL, SHIM 2 1/4' MAX. FROM ® .120' DIA. x 1 112' ROOFING NAIL, CORNER & 4 iV O.C.. 5' MAX. FROM 2x WOOD BUCK CORNER & 4 1/8' O.C.. ® (SEE NOTE 2) OPTIONAL FLANGE 1/2' MIN EDGE. 1.430" MIN. EMBEDMENT JAMB W/ NAIL FIN HEAD W/ NAIL FIN SILL W/ NAIL FIN THRU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING ® NOTES: 1. FOR INTEGRAL FIN APPLICATIONS IN MIAMI-DADE COUNTY, USE .120' DIA. x 110 ROOFING NAIL INTO WOOD (G=0.55) 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 112- THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FORATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063•T5 AND A MINIMUM OF 1/8' THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. CHANGED TO.124 NO CHANGE MIS N. VENICE, R 14215 L M ■ 'V1n I P.O. BOX 1529 awvmi N. VENICE, FL 34274 Visibly Better SHbdt7 LC A NTS1 11 all PRODUCT REVISED as complying with the Florida Building Code A rptaaeeNol -01 1 iml m ion Datejat2. rms, %gig By Miemi ode Product Con No.68705 ST TE Rn Frame C�'•. RLORIOP• ' G� s. ilfssfle Impact '',,ftNA1..'e,,",t A. LYWIMILEP.E. 6191-1 D FL P.E.# 58705 0 02T.2`` q�•�. 1 1 1COUNTY,FLORIDA 1 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/econom PGT Industries, Inc. 1070 Technology Drive, Nokomis, Fl. 34.275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County RER— Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In .Miami —Dade County) and/ or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product, or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIP T ION: Series "FD-750" Outswing Aluminum French Door w/ Sidelites — L.M.I. APPROVAL DOCUMENT: Drawing No. 8000-11, titled "Alum. French Door & Side Lites, Impact", sheets 1 through 12 of 12, dated 12/231/04, with revision "G" dated 04/10/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami —Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Section. NIISSILE IMPACT RATING: Large and. Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series, and following statement: "Miami Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 16-0629.16 and consists of E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. k 11 or its PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 09-1028.10) 2. Drawing No. 8000-11, titled "Alum. French Door & Side Lites, Impact", sheets 1 through 12 of 12, dated 12/23/04, with revision "G" dated 04/10/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Reference Test report on 1).Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation'diagram of Aluminum Sliding Glass Doors (w/ PS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all signed & sealed by Idaimis Ortega, P.E. (Submitted under previous NOA No.16-0629.16) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door using a low sill threshold, glazed with 7/16" laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5941, dated 05/20/09, signed and sealed by Julio E. Gonzalez, P. E. (,Submitted under previous NOA No. 09 IOZ8.10) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, ,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked up drawings and installation diagram of an aluminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4921, dated 07/17/06, signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 05-0419.03) Jorge M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 17-0504.04 Expiration Date: February24, 2020 Approval Date: December 07, 2017 E-1 PGT Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coNr1NuED) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202 94 along with marked -up drawings and installation diagram of an aluminum doors of OXXX configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4527, dated 02/10/05, signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 05-0419.03) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202 94 along with marked --up drawings and installation diagram of an aluminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4528, dated 02/14/05, FTL4315, dated 09/13/04, both signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 05-0419.03) 6. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum doors of XXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4529, dated 02/14/05, FT"530, dated 02/14/05, FTL--4311, dated 09/01/04, all signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 05-0419.03) 7. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum outswing French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4312, dated 09/13/04, signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 05-0419.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014) and FBC 6th Edition (2017), prepared by manufacturer, dated 11/22/17, signed and sealed by A. Lynn Miller, P. E. 2. Glazing complies with ASTM E1300-04/ 09 rge M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 17-0504.04 Expiration Date: February 24, 2020 Approval Date: December 07, 2017 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kararay America, Inc. for their "Trosifol® Ultraclear, Clear, and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 3. Notice of Acceptance No. 17-0712.04 issued to Eastman Chemical Company (MA) for their "Saflex HP Clear or Color Glass Interlayers" dated 09/07/17, expiring on 04/14/18. F. STATEMENTS 1. Statement letter of conformance with FBC 51 Edition (2014) and FBC 6te Edition (2017), issued by manufacturer, dated 08/16/17, signed and sealed by A. Lynn Miller, P. E. 2. Statement letter of no financial interest, issued by manufacturer, dated 04/28/17, signed and sealed by A. Lynn Miller, P. E. 3. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL- 8970 and FTL-8968. (Submitted under previous NOA No.16-0629.16) 4. Test proposal No. 16-0152 dated 03/09/16 approved by RER. 5. Laboratory compliance letter for Test Report No. FTL 5941, issued by Fenestration Testing Laboratory, Inc., dated 05/20/09, signed and sealed by Julio E. Gonzalez, P. E. (Submitted under previous NOA No. 09-1028.10) 6. Proposal No. 08-1891 issued by Product Control, dated 01/26/09, signed by Ishaq Chanda, P. E. (Submitted under previous NOA No. 09-1028.10) 7. Laboratory compliance letter for Test Reports No.'s FTL-4921, dated 07/17/06, FTL-4527, dated 02/10/05, FTL-4528, dated 02/14/05, FTL-4315, dated 09/13/04, FTL-4529, dated 02/14/05, FTL-4530, dated 02/14/05, FTL-4311, dated 09/01/04 and FTL-4312, dated 09/13/04, all issued by Fenestration Testing Laboratory, Inc., all signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 05-0419.03) r-. Jorge M. Plasencia, P. E. Product Control Unit Supervisor NOA No.17-0504.04 Expiration Date: February 24, 2020 Approval Date: December 07, 2017 E-3 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHERS 1. Notice of Acceptance No. 16-0629.16, issued to PGT Industries for their Series "FD- 750" Outswing Aluminum French Door w/Sidelites — L.M.I., approved on 07/28/16 and expiring on 02/24/20. ._"_`---- orge M. Plasencia, P. E. Prod ct Control Unit Supervisor NOA No. 17-0504.04 Expiration Date: February 24, 2020 Approval Date: December 07, 2017 E-4 SERIES 750 OUTSWING, IMPACT RESISTANT FRENCH DOOR AND SIDE LITE 1. GLAZING OPTIONS: A. 7116'LAMI CONSISTING OF (1) LITE OF 3116" ANNEALED GLASS AND (1) LITE OF 3116- HEAT STRENGTHENED GLASS WITH AN.OW PVB INTERLAYER B. 7118" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090- PVB INTERLAYER C. 7116"LAMI CONSISTING OF (1) LITE OF 3116-ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .075" INTERLAYER. D. 7116' LAM] CONSISTING OF (2) LITES OF 3/16' HEAT STRENGTHENED GLASS WITH AN .075" INTERLAYER E. 7/8" LAMI I.G. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE, 1 /4- AIR SPACE AND (1) 7116'LAMI GLASS ASSEMBLY INSIDE (3/16'A,.090" PVB, 3/16' HS} F. 7/8" LAMI I.G. CONSISTING OF (1) LITE OF 3116" TEMPERED GLASS OUTSIDE,1/4' AIR SPACE AND (i) 7116- LAMI GLASS ASSEMBLY INSIDE (3116" HS,.090" PVB, 3/16- HS). G. 71W LAMI I.G. CONSISTING OF (1) LITE OF 3116" TEMPERED GLASS OUTSIDE,114' AIR SPACE AND (1) 7116' LAMI GLASS ASSEMBLY INSIDE (3/16' A,.075" INTERLAYER 3118' HS). H. 7/8' LAMI I.G. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE, 1/4" AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE (3/16" HS,.075" INTERLAYER, 3/16' HS). 2. DESIGN PRESSURES: TABLE 1, SHEET 3. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM El300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. DESIGN PRESSURE RATING I IMPACT RATING SEE TABLE 1 ON SHEETS RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE Anchor Anchor Type Frame Men. Edge min. Embedmentor Group MemberSubstrata prance Metal Thickness Steel S AI( Southem Pine G = . 918" A (Gr. 5) All 6063-76 Aiumimim 3f8" 1/8" 1/ " ]oo All Concrete (min. 2.86 T 13/4" B UftrBCon® Jamb HoHaw Block AASTM C90)r T' 1-1/4" All Concrete {m . 3.3 3/ 314 £ 1/4' 4i0 SS E1co Jamb Hollow Block (ASTM GOD) 3/4"' 1-114"Cn teFlex@ A;I SOuthem Phre (SG =0.55)1" I 1—VT I 1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL 2) ALL ANCHOR HEAD TWES ARE APPLICABLE. 3) MIN. OF 3 THREADS BEYOND METAL SUBSTRATE. 3. CONFIGURATIONS: X, O XX, XO. OL X_,XX XXO. OXX OXO. X)00(, XXXO, OX)OX, OR OXXO WHERE O REPRESENTS EITHER THE NARROW JAMB OR FULL JAMB SIDE LITE. ANY TWO ADJACENT X UNITS CAN BE EITHER TWO SINGLE, X DOORS OR A DOUBLE, XX DOOR' BOTH USING EITHER THE STANDARD OR THE LOW-RISE SILL. THE FRENCH DOOR ASSEMBLY BEAM IS USED TO ASSEMBLE X XX, AND O UNITS TO MAKE THE ABOVE CONFIGURATIONS. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 10 THRU 12. 5. SHUTTERS ARE NOT REQUIRED 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. VERTICAL ASSEMBLY BEAM SEAM -SEALED ON THE INTERIOR AND EXTERIOR WITH CONTRACTOR'S SEALANT. 7. REFERENCES: TEST REPORTS: FTL-4311, FTL-4312• FTL-4315, FTL-4527, FTL-4528, FTL- 529, FTL-0540, FTL-4921 AND FTL-5941. ANSVAF&PA NDS FOR WOOD CONSTRUCTION ADM ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OFTHE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). GENERAL NOTES............ 1 CONFIGURATIONS ........... 1 GLAZING DETAILS ........... 2 DESIGN PRESSURES...... 3 ELEVATIONS .................... 4 VERT_ SECTIONS ............. 5 HORLZ. SECTIONS ........... 6 PARTS LIST ...................... 7 EXTRUSIONS ................... 8-9 ANCHORAGE ....................10-12 Material Min. Fy Min. F„ steel screw ksiElm URMCOr16D 177 ksi410 SS Elea CreteFiexQ Aksl120 89.7 ksi6063-T5 Aluminum 22 ksi M vawm FL 34s76 (Dp)46046M CENT.CFAUMAMM CODES / STANDARDS USED.• :2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION 2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION -ASTM E1300-09 *ANSVAF&PA NOS-2015 FOR WOOD CONSTRUCTION OALUMINUM DESIGN MANUAL, ADM-2015 -AISI S700-12 *AISC 360-10 'PVB'= .090' TROSIFOL® PVB BY KURARAYAMERICA, INC. OR SAFLEX/KEEPSAFE MAXIMUM PVB BY EASTMAN CHEMICAL CO., VANCEVA BY EASTMAN CHEMICAL CO. I ALUM. FRENCH DOOR & SIDE LITES IMPACT I FD7617 I FMA 1 s 12 1 8000-11 PRODUCT REVISED as complying with the Florida Building Code Non -No. 17-0504.04 Expiration Date O 4/ .020 By Miam' ade uct control LYNy ��`•Ea: LtCEN9F' i No.58706.• p �E. �: -v/11111ti1N• A. LYNN MILLER P.E. FL P.E.# 58705 7/16" NOM. 7/16" NOM. 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090"PVB INTERLAYER .075' VANCEVA INTERLAYER 3/16" HEAT STRENGTHENED GLASS 3/16" HEAT STRENGTHENED GLASS 91 OR 92 93 OR 94 5/8" GLASS BITE 5M" GLASS BITE EXTERIOR INTERIOR EXTERIOR INTERIOR GLAZING DETAIL SETTING BLOCK GLAZING DETAIL SETTING BLOCK 7/16" LAMI GLASS W/ PVB INTERLAYER 7116" LAMI GLASS W/ VANCEVA INTERLAYER NOM. 7/8' NOM. V16' TEMPERED GLASS 3/16' TEMPERED GLASS AIR SPACE AIRSPACE 3/16" ANNEALED OR HEAT 3/16' ANNEALED OR HEAT STRENGTHENED GLASS STRENGTHENED GLASS .090' PVB INTERLAYER .075 VANCEVA INTERLAYER 3/16" HEAT STRENGTHENED GLASS 3/16" HEAT STRENGTHENED GLASS ,� 95 OR 96 '7 97 OR 98 6/8" GLASS BITE 5/8' GLASS BITE PRODUCT REVISED as complyingg with the Florida Building Code NOA-M.. 17-0504.04 Expiration Dato 02/24/2020 ey Miam a ratluet Control EXTERIOR INTERIOR EXTEROR INTERIOR �.�`���SV LYN,y Or GLAZING DETAIL SETTING BLOCK GLAZING DETAIL SETTING BLOCK _ No. 66705 *_ 7/8" LAMI I.G. GLASS W/ PVB INTERLAYER 7/8" LAMI I.G. GLASS W/ VANCEVA INTERLAYER "PVB' = .090" TROSIFOL® PVB BY KURARAY AMERICA, INC. OR .090" ,� ��s' • ORIAI •' G?.` VANCEVA Y EASTMAN CHEM CAL COEASTMAN CHEMICAL CO.; faro � GLAZING DETAILS ",, 70NAL i N�`` JR' as/rw17 0 NEW PVBbuNUFAC7URER csrr��uittn�� ALUM FRENCH DOOR SIDELnES, IMPACT _ nmw a sa m oaww . A. LYNN MILLER, P.E. mm�noarr FJC 11/23lD4 LET. arm RT Z-- FU 2 d 12 8000.11 G FL P.E.# 56705 Table 1. Maximum Design Pressures (psfl Configuration Width On) Allowed Glass TypBs Height (in) 79 3/4" (6� 83 3/4" (7D) 87 3/4" 91 314" 95 314" (8) French X 37" (3) A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -10D.0 Door XX 77 3/4" (0 A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 C,G +100.0 -100.0 +100.0 -100.0 +100.0 400.0 +100.0 -100.0 +100.0 -100.0 Full Jamb 3611./16" A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 C,G +100.0 -100.0 +100.0 -100.0 +1D0.0 -100.0 +100.0 -100.0 +100.0 -100,0 3011/16" C,G +100.0 400.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 Sidelite Narrow 3311/16' GG +100.0 400.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +97.4 -97.4 Jamb 36 11116" A, B, E, F +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 C,G +100.0 -100.0 +99.9 -99.9 +95.3 -%.3 +91.4 -91.4 +87.9 -87.9 D,H +100.0 -100.0 +1D0.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 A - 7/16- LAMI (3116"A,.090 PVB, 3/16"HS) FTL-4311, 4312, 4315 B - 7/16" LAW (3116"HS,.090 PVB, 3/16"HS) UPGRADE FTL4311, 431Z 4315 C - 7/16" LAMI (3/16"A„075 VANCEVA, 3/16"11S) FTL-4527, 4528, 4529, 4530 D - 7/16" LAMI (3/16"HS,.075 VANCEVA, 3/16"HS) UPGRADE FTL- 527, 4528, 4529, 4530 E - 7/8" LAMI I.G. (3/16"T, 1/4" AIR SPACE, 3/16"A,.090 PVB, 3/16"HS) F(L-4311, 4312, 4315 F - 7/8" LAMI I.G. (3/16"T, 1/4" AIR SPACE, 3/16"HS,.090 PVB, 3/16"HS) UPGRADE FTL4311, 4312, 4315 G - 7/8" LAM! LG. (3/16"T, 1/4" AIR SPACE, 3/16"A,.075 VANCEVA, 3/16"HS) FTL-4527, 4528, 4529, 4530 H - 7/8" LAMI I.G. (3/16"T, 1/4" AIR SPACE, 3/16"HS,.075 VANCEVA, 3/16"HS) UPGRADE FTL-4527, 4528, 4529, 4530 OVERHANG LENGTH OVERHANG IY HEIGHT a NOTES: 1, IF USING THE OPTIONAL LOW-RISE SILL (PART 10, SHEET 8 OF 12). THE OVERHANG LENGTH MUST BE GREATER THAN OR EQUAL TO THE OVERHANG HEIGHT (SEE DIAGRAM). IF NOT, THE MAXIMUM POSITIVE (+) DESIGN PRESSURE IS LIMITED TO +50.0 PSF FOR ALL STYLES AND SIZES OF THE DOOR AND ANY ADJOINING SIDELITES. (REF. FTL-5941) 2. FOR COMBINED UNITS, THE LOWEST DESIGN PRESSURE OF THE SIDELITE AND THE DOOR GOVERNS THE OVERALL ASSEMBLY DESIGN PRESSURE. PRODUCT REVISED a complying with the Florida Building Code NOA-No. 17-0504.04 E.xplr-ation Date OZ2412020 `,tl�n rnrrr R" No. 58705 OF 10707::a9rocooro VE : FS,' .ftonion.: 11111 'C-) N. t�)4Lv-f DESIGN PRESSURES "';rSTONAL 1ECi``�� JR o�fat7 "o AODMNo7H2 CW..OFAM.I M ALUM. FRENCH DOOR & SIDE LITES, IMPACT e®rmrromrr Ott a� a a,ow is A. LYNN MILLER, P.E. �" PQ1 ® ,PD7A7 /VT$ 3 Q 12 8000-11 G FL P.E.#58705 FJ6 Iz2w 4 LT. 44PA5 -- _ _ �uaK,rrtsxeset� _ - r— 7313/16"MAX. WIDTH —1 95 3/4" MAX iEIGHT ALL OX OR XO 3i MAX. WIDTH 25" MAX DLO ALL X UNITS r r/r 791/8° r MAX. DLO ALL 110 5/8" MAX. WIDTH —+� OXO 71 3/4" MAX. WIDTH —1 t r i r � r � r � r � r � r X xx NOTES: 1. CONFIGURATIONS WITH SIDE LITES CAN BE EITHER NARROW JAMB OR FULL JAMB VERSION. 2. FOR ANCHOR SPACING AND DETAILS SEE SHEETS 10 THROUGH 12. 3. FOR VERTICAL SECTIONS SEE SHEET 6 AND FOR HORIZONTAL SECTIONS SEE SHEET 6. JM1)4ealwo 01321:OFAUM 92RM 36 11/16° MAX WIDTH 25" MAX DLO I 145 318" MAX. WIDTH r r r � � � r � � r OXXO (SHOWING EACH VERSION SIDELITE) 36 11/16" MAX WIDTH 33 3/16" O (FULL JAMB) O (NARROW JAMB) EXAMPLE ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMF ® Fvrsa NTS 4 e 12 '"..%000-11 PRODUCT REVISED as eomp'= with the Florida B�dlding e NOA-No. 17-0504.04 Expiration Date 02/24/2020 Dy Nliam' d roduct lAntral * : No. 58705 On ;I,g; ,�'• OF (V A. LYNN MILLER, P.E. FL P.E.# 68705 VERTICAL SECTION A NARROW AND FULL JAMB SIDE LITE HEAD MAX. DLO EXTERIOR VERTICAL SECTION C NARROW AND FULL JAMB SIDE LITE SILL VERTICAL SECTION B OUTSWING HEAD 4 OR 7 VERSION TOP RAIL ALTERNATE VERSION TOP RAIL INTERIOR MAX HEIGHT MAX DLO VERSION BOTTOM RAIL ALTERNATE VERSION BOTTOM RAIL VERTICAL SECTION D OUTSWING SILL MAX HEIGHT x vai=FLsrns VERTICAL SECTIONS (e0)4804 n .: CERT.OFAurx4M ALUM. FRENCH DOOR & SIDE LITES, IMPACT �srd q'�as RT. aovmac arr a pa�ao- u.e ,,URa, F7- 1/2 5 - 12 8000 11 G PRODUCT REVISED as complying with the Florida Building Code NOA-Na. 17-0504.04 Expiration Date /24/2020 By Mlamt-Da roduet Control No. 58705 *� ONALi\% A. LYNN MILLER, P.E. FL P.E.# 56705 I OXXO HORIZONTAL SECTION SHOWING (1) OF EACH SIDE LITE TYPE - DETAIL G STILES AT ASTRAGAL SEE NOTE DETAIL F FULL JAMB SIDE LITE (AT HINGE JAMB) Y (3), 11' T MIDSPAN PRODUCT REVISED aBuild8 coing Codemplying with the Florida EXTERIOR NOA-No. 17-0504.04 Expiration Data 021242020 sy Miam ade due Control 29 83 29 83uo LYN 70 DETAIL H DETAIL K DETAIL E DETAIL I JAMB, FULL JAMB JAMB, NARROW = * : No.58705 :. NARROW JAMB SIDE LITE HINGE JAMB TO HINGE JAMB SIDE LITE JAMB SIDE LITE (AT HINGE JAMB) (NOT SHOWN ABOVE) OF lv ram HORIZONTAL SEC77ONDETAILS NAL O4N(Y17 MWt SED#2AND#r0, r�xr a Aurl1 r2x�e ALUM. FRENCH DOOR & SIDE LITES, IMPACT �� FX oV 7?2'.1M1'W LT. orc 4�lO5 mvn�roam Rmrta�na°A F07M 7/2 B 12 rs�om BOOR-11 wa O A LYNN MILLER, P.E. FLP.E.$58705 PD750 DOORS) MWIDWcul DESCRIF)WIN P� F4tAM[CID'1'PAR7S 1 M06 -HE1D&1BN(EL&&M 0006 2 80MC OUr4WMSIIL 68003A 3 SMIC OUI-SW110OLCOVER 68004C 4 = DR(PCAP 69= 5 L%3337nWD 6 SM SCREW CUM 6M07 7 8X9 BCSCAILPIATE 6801P 8 FRAMEASSNDffi.YSC R W R8XP PH WIPQA 9 5032 ASTRAGALEMSECL 48(32 ID I M584 OUl'-SWINGSI(I.CWW 48058 DOORPANBL 5 SCIL&LAMBWEATHEW51MP U8333718500 20 RD12 SI E 68012 21 9314 T✓& ED D 6M14 22 $013 HGrr0XRAHMlRHADM1tQ0DE0aPQ 6013 23 M17 3W SWEEP 68D17 24 MI6 BM70MSWER 68016 25 SWAPS 64XYr1?JELPH 26 8015 ASTRACII,ACDFE&INACHM 68015 27 BMIB GFAREENGRIAMBSIDE MID 28 WMA CMARI R ECOM 68020A 29 BD18 MAR BAQUIPPIATR 6MI6 30 8019A DOOASIDH 6019A 31 ROM C0IMINNCUELBEARM 6M 32 ($AREI1f4MSET-SC1REWff&nx1/4' 31 [R'AH MIa SCl WA2s3/4'TlMHD 34 MTGSCRBX612aIlWTMSSHD. 35 'I'HI03ADPD10135116.18X36^ 6171RODA 36 PIADi($DBEXN17175/I&IS 799aNUrA 37 M39 TRUSSCIASO' 60378M 38 W43 S/SMR1ATCHMBQiAN6M 39 BD0 IDCKMJCM C 49W0 40 [AT(z1ASSYS(RHWS68Xz' SS PHILTRIID 7✓XMAK 41 SW S/SSH007.1IDI7 m 42 M45 9rANDAMPWSHBM:1S WISSROD A 43 3031 SERMBOLTGIBDB 4M31 44 SCIDDTBOLT(ERDR&5rRQ�SCRRWB-MX3WSSPHUTIM 7&43om 45 8E38R MMU-SIRBCEPIATRATASTRACEII. ACI7VBEIDC(RD W511043SI 46 SM& U!Fr-SrRKEPIATEATA57BA(iAL ACMEMN(WRI W511044SI 47 M1MMPIATBSCREWS&nX3WSSPIIDLTRIID 78R38PF7R 48 MllXP1A7Eh1IDDIBSCRl3W6.24X11YFH 7612FPTX 49 803E SIIEPLA7EATIMAD&SIL1, 50 HPADnNKESCREW8SS8Xl/2PEIELPH 7S5VAX 51 SIRIKEMAIESCREWSCdgMSSBX112PEMUNDERaYrFH 7VnVFHUX 52 Mal ACI7VETRNI sail 53 8M PASSIVSTRU4SBr S4 Mat STAROMMMIRASSIVEMMM&R.MMAHM 55 8014A T0PRA L 1IB0LT 6M14A 56 M13A BM`0MRA1L6AQB01XDHM4 6M13A 57 5/16"uvriAOBOL75 7516110= PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0504.04 Expiration Date02/24/2020 By Mlam -Da/cl Produet Control Sq 7/8' LAMILa (3/16' T.1/4° SPA 3116" ANN.-075 VAWM 3/16` 98 7/r LAM La I6° T. 1/4' SPACE, 3116' HS_W5 VANCEMA.3110? . NY LYNN A�''��. 105 BDzz BACKBEAD 6Sp22 �0,,.••..•••..'Hj 106 8GM SLBACKE AD 69026A : •• 4.1GEN$Lc'• 107 8MA 7116-13FAD 69a23A No. 58%ii3 108 9M4A 7/8'MEEAD 66U74A 109 1224 VDIYLBULEWSrP 60247 '. 0% 07D TE3 MODYIXCPB °Yet's %i�`•''..A...... `.•�.�� ` M � L3Fff- TPARTS UST ��'�iss�ONAL (G� `•• C Rr. SFAU AMAALUM. FRENCH DOOR & SIDE UTES, IMPACT 11 f 1114114 ` oaatuwromv Dears& � — -wawa rsac A. LYNN MILLER, P.E. ,�,�r'' �„®"� 7�f30 NA 7 d 12 8000-11 G FL P.E.# 58705 062 1.0D0 -F 3.636 #8006 6063-T6 O FRAME, HEAD, JAMB AND SIDELITE SILL }�--- 3.018 050 O7 #8009 6063-T6 INSTALL PLATE .062 2.236 .050� .583 3.636 -4 � —� O#8003C 6063-T6 #8004C 6063-T5 OUT -SWING SILL O OS SILL COVER 1,278 T !— 062 7.376 .683 3.636 —�{ 9#8058A 6063-T6 10 OUT -SWING LOW SILL 4.027 1.033[0) .050 T O#8008 6063-T6 DRIP CAP T- : :.0741 2000 8 i . 3.990 —� 20 #8012 6063-T6 STILE I D75 1.938 .100 1.93E I i � �7 8.250 4.434 22 #8013 6063-T6 BOTTOM RAIL 21 #8014 6063-T5 TOP RAIL �{ 11.16�0 .IIO0d 1 .311 T O6 #8007 6063-T6 SCREW COVER 1.940 �{ .05 23 #8017 6063-T5 TOP SWEEP I .D50 .787 Cf T- 2240 #8016 6063-T5 24 BOTTOM SWEEP IPi T 075 .075 1.938 .100 1.938 T -T 1A67 - -f-1-1+'-70 8.250 ' I i+-- 4.434 { 2.544 #8013A 6063-T6 #8014A 6063-T5 #8015 6063-T6 56 BOTTOM RAIL, LAG BOLT DESIGN 55 TOP RAIL, LAG BOLT DESIGN 26 ASTRAGAL M VEWM Rstasa LAIKL1b1LWYKu1IL.tzi (9N)4W-1W0 atr CMECFAUM929W ALUM. FRENCH DOOR SIDE LITES, IMPACT oWT; rWoanr ® aa.erast —' 1 o - — 112 8 m 12 8000-11 Q PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0504.04 Expiration Date O 2412020 Miaml- ado odu= Control �NY LYA[A/ 41 .�_�. VOEN!3 '-. * ; No. 58705 ;p0, s ATE l rrrrrnnittt� A. LYNN MILLER P.E. FL P.E.# 58705 2.280 075 27 #8021 B 6063-T6 GEAR HINGE, JAMB 050 .438 2.622 ---�{ 61 #8028 6063-T5 SL HEAD TRIM 045 ' .442 I^ I .965 4 #8022 6063-T5 �J BACKBEAD STRUCTURAL POLYISOBUTYIFNE WITH DESICCANT EXT. CLASS — ��.7I42`� -'.'3-5f-3 072 1 28 #8020A 6063-T6 GEAR HINGE, COVER 3.775 —� .125 J .050 j 325 O#8056 6063-T4 SUBSILL, OPTIONAL 142 1 075 -311 1.763 2A38 —� 29 #8018 6063-T5 30 #8019A 6063-T6 HINGE, BACK-UP GEAR HINGE, DOOR 062f j ' = LF — u 1.OD0 3.636 --4 —f 70 #8010 6063-T6 NARROW SL JAMB Liss 98b 750 Oar .045 F�- .818 t+- #8026A 6063-T5 10 #8023A 6063-T5 10 SL BACKBEAD 7116" BEAD 1W STRUCTURAL SILICONE NpM, FOAM WITH DESICCANT EXT. GLASS—i KODISPACE tot SUPER 4SG TPS (B SPACERONXT" Part # Description Material 100 Kommeding 4SG TPS Spacer System 101 Quanex Super Spacer nXT With Hot Melt Butyl See this Sheet for 102 Quanex Dumseal Spacer Materials 103 Cardinal XL Edge Spacer 040 .437 .957 f +— ®#8024A 6063-T5 0 I.G. BEAD 1.812 -1-1 100 1.000 37 #8039 6063-T6 TRUSS CLAMP r— 2.313 T-=j 050 62 #8029 6063-T5 SL JAMB TRIM ELT BUM FOLYISO- DESICCANT FILL AREA • SUTYLENE 9%6' NOM. 5,1G NOM. SEAL 5/16' NOM. BiM g SILICONE SEAL DESICCANT ROLL -FORMED FOAM STAINLESS STEEL EXT. GLASS EXT. GLASS GLASS INT. GLASS INT. GLASS ,us DURASEAL® �� XL EDGE"° SPACER SPACER N. 1033 F FL34M EXTRUSION PROFILES iDal4amsm ,t rur or wDLarate ALUM. FRENCH DOOR & SIDE UTES, IMPACT �vomir aerwt m+e me mnncw S'r�"�1L tDf60 1i1 9 • 12 r1DD(Y11 G xLAcanaa�ry .125 3.2 it �+ 1.335 #8033B 6105-T5 80 FD ASS'Y BEAM PRODUCT REVISED as =.Plying with the Florida Building Coda NDA-No. 77-0504.04 Expiration DateQ7/24@D20 ��Q�Y L..... '�.. �* Na 58705 �"7;SI01YAL 0,�`� A. LYNN MILLER, P.E. FL P.E.# 68705 JAMB ANCHORS 18.500" HT. QTY. MAX. O.C. 95 314" - (5) 87 3/4" - (5) :�. 83 3/4" - (6) 79 3/4" - (5) 11" DETAIL A (CONCRETE) (SINGLE PANEL) ANCHOR TYPES: BORC �o �o 11' 10.574' MAX. JAMB ANCHORS HT. QTY. 95 3/4" - (8) 913/4'-(8) } 873/4"-(8) 83 314' - (7) 79314--(7) 11° DETAIL B (WOOD/ALUM.) (SINGLE PANEL) ANCHOR TYPES: CORA ANCHORAGE SPACING REQUIREMENTS: T 3" MIN. � HEAD & SIL TYR ANCHOR CLUSTER (TYPICAL) SEE NOTE JAMB ANCHORS HT. OTY. 95 314" - (5) 913/4- - (5) 87 3/4" - (5) 83 314" - (6) 79 3!4" - (5) / DETAIL C (CONCRETE) (2 OR MORE PANELS) ANCHOR TYPES: BORC SEE NOTE 4 REGARDING APPLICABLITY OF CIRCLED ANCHOR LOCATIONS 6. 3. MIN. HEAD & SILL TYP. ANCHOR CLUSTER (TYPICAL) SEE NOTE 5 JAMB 18.500• ANCHORS MAX. O.C. HT. QTY. 95 3/4" - (8) (2) EQ. (3) EQ. 91 3/4' - (8) Sp. TYP• S- P• TYR 87 3/4° - M 11 ° 79 3/4" - (7) ISEE NOTE 5 l DETAIL D (WOOD/ALUM.) REGARDING) (2 OR MORE PANELS) AP CABUTY OFF CIRCLED ANCHOR TYPES: ANCHOR C OR A LOCATIONS 1. DETAILS A AND B ABOVE REPRESENT ANCHORING OF SINGLE X DOORS, OR INDIVIDUAL SIDE LITE O PANELS WITH FULL OR NARROW WIDTH JAMBS, DETAILS C AND D ABOVE REPRESENT ANCHORING OF ANY MIXTURE OF DOUBLE XX DOORS, SINGLE X DOORS, NARROW JAMB OR FULL JAMB SIDE LITE PANELS, FOR MULTIPLE -PANEL INSTALLATIONS OF TWO OR MORE PANELS. UNLESS OTHERWISE STATED, DIMENSIONS OF DETAILS A THROUGH DARE MAXIMUMS. 2. ANCHOR TYPES: ANCHOR TYPES: SEE TABLE A, SHEET 1 FOR ANCHOR TYPES. SUBSTRATES AND LIMITATIONS. 3. SINGLE PANEL CONFIGURATIONS: (DETAIL A, CONCRETE SUBSTRATE. DETAIL B, WOOD/ALUM. SUBSTRATE) HEAD AND SILL ......8' MAX. FROM FRAME CORNERS. JAMBS ..................... 1l' MAX. FROM FRAME CORNERS, 18.500- MAX. O.C. CONCRETE SUBSTRATE (DETAIL A) AND 10.571- MAX. O.C. WOOD SUBSTRATE (DETAIL B). 4. TWO OR MORE PANEL CONFIGURATIONS: (DETAIL C, CONCRETE SUBSTRATE) HEAD AND SILL: W MAX FROM FRAME CORNERS IF PANEL WIDTH IS 15' OR GREATER AND AT 3°, 6" AND 9" MAX ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF 6). JAMBS: 11' MAX FROM FRAME CORNERS AND 18.500' MAX O.0 5. TWO OR MORE PANEL CONFIGURATIONS: (DETAIL D, WOOD/ALUM. SUBSTRATE) HEAD AND SILL;WMAX FROM FRAME CORNERS AND AT 3', 6'. 9' AND 12' MAX ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF 8). CIRCLED ANCHOR OUTSIDE CLUSTER REQUIRED IF PANEL WIDTH IS OVER 27-aW. JAMBS: 11' MAX FROM FRAME CORNERS AND 10.571" MAX O.0 ra VEN= FL Sava Ige1l480-tta0 arrr.OFAUnt022 as eD= 1 04 1 10 a 12 1 8000-11 11' 10,671" MAX. PRODUCT REVISED as complying with the Florida Building Code t4OA-Ho, 17-0504.04 Expim0on Date02124/2020 By Miaml-Dadj�oduct Control 01 LYNNrSfj��'% No.58709 �p�•,• aTE : ' .jz t7: 7rrrn n I N�� A. LYNN MILLER, P.E. FL P.E.958705 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1. 1w SHIM II 1 ({ METAL SUBSTRATE If PER ANCHOR REQUIREMENT EDGE DISTANCE 118" MIN. EMBEDMENT (METAL THICKNESS) TYPICAL SIDE LITE SILL (DIRECT TO METAL) TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1. 1W MAX. GROUT, NOTE 3 1/8' MIN. EMBEDMENT (METAL THICKNESS) EDGE DISTANCE METAL SUBSTRATE PER ANCHOR MAX REQUIREMENT Tls� 1 SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1. 1/4" MAX. GROUT SEE NOTE 3 II _ TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1. 1/4" MAX GROUT SEE NOTE 3 II _ T2X WOODS —� CONCRETEICMU ';:;! ';? ' , J .EMBEDMENT BUCKSTRIP OR % EMBEDMENT PER ANCHOR FRAMING, SEE REQUIREMENT vL 't"'`' NOTE 1 THIS SHEEP EDGE DISTANCE EDGE DISTANCE I__ — TYPICAL SIDE LITE SILL TYPICAL SIDE LITE SILL (DIRECT TO CONCRETE) (DIRECT TO WOOD) aEXTERIOR INTERIOR (ALL HEAD S SILL SECTIONS) 1X WOOD EDGE DISTANCE �- BUCKSTRIP, SEE EDGE DISTANCE NOTE 1. THIS ; CONCRETEICMU SHEET. PERANCHOR �. CONCRETEICMU REQUIREMENT PER AN 1I4" REQUIREMENT EMBEDMENT SH M - FOR EMBEDMENT1 SEE EDGE DISTANCE —►j I` — TYPICAL SIDE LITE SILL (DIRECT TO WOOD) EMBEDMENT 1/4" MAX SHIM 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 1, THIS SHEET \ EDGE DISTANCE ---� I�- i J �1X L-aS, � �-�J J SHIM TYP. ANCHOR TYPE, TYP. ANCHOR TYPE, TYP. ANCHORTYPE, TYP. ANCHOR TYPE, EMBEDMENT AND EDGE EMBEDMENT AND EDGE EMBEDMENT AND EDGE EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1. SEE TABLE A, SHEET 1. SEE TABLE A, SHEET 1. SEE TABLE A, SHEET 1. TYPICAL DOOR & SIDE LITE HEAD TYPICAL DOOR & SIDE LITE HEAD TYPICAL DOOR & SIDE LITE HEAD TYPICAL DOOR & SIDE LITE HEAD (DIRECT TO METAL) (DIRECT TO CONCRETE) (THRU 1X INTO CONCRETE) (DIRECT TO WOOD) NOTES: 1. WOOD BUCKS DEPICTED AS Ix 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, INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS R AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ)- 2 FOR PROVIDEAFULLL SUPPORT TOTO . THE MATI. SHALL BEA MIN. STRENGTH OF THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS ON THIS SHEET OR 2x WOOD BUCT5 AND AMIN. OF 1/8"THICK THE ALUM. KS. THE ANCHOR SHALL BE A # 2 RAL MEMBER SHALL BE SUMS O �.O% gYILYN/(r��''i,,� WITH FULL ENGAGEMENT INTO THE ALUM. IF THESE CRITERIA ARE MET, THE PRESSURES SHOWN ON SHEET 2 AND ANCHORAGE SPACING FOR WOOD SHOWN �`�aa�� ' uGEN 4f ON SHEET 10 MAY BE USED. :Np 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) _ * 'Na 58705 MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER HEAR LOAD TO SUBSTRATE. PRODUCT REVISED lam THx6vaLc"DR m as complying y c d .1tn tna Florlda ^L ANCHORAGE DETAILS .�, �[OR DP.• _�� NOA-No. 17-0504.04 CEMOFAM92MO ALUM. FRENCH DOOR & SIDE LITES, IMPACT Explratlon hate 2124/2020 a�'ana It It%���`� FD•750 1/4 11 12 8000-11 0y o� aae . one A. LYNN MILLER, P.E. Miami-nad roduct Contra JR Oy1W17 G CLARfFIED DETAILS ADDED METAL SUBSTRATE F.K 1223/DS LT. 418w FL P_E1j Sg705, TYP. ANCHORTYPE, TYP. ANCHOR TYPE, TYP. ANCHOR TYPE, TYP. ANCHOR TYPE, EMBEDMENT AND EDGE EMBEDMENTAND OPTIONAL EMBEDMENT AND EDGE EMBEDMENTAND OPTIONAL DISTANCE PER SUBSTRATE, EDGE DISTANCE PER DISTANCE PER SUBSTRATE, EDGE DISTANCE PER SEE TABLE A, SHEET 1. SUBSTRATE; SEE 84 SEE TABLE A, SHEET 1. SUBSTRATE, SEE 84 TABLE A, SHEET 1. TABLE A, SHEET 1. EXTERIOR a EXTERIOR EXTERIOR � EXTERIOR 2 2 2 2 1/4' 10 114" MAX 10 1/4' MAX. 10 1/4" MAX 10 MAX. SHIM GROUT, SEE NOTE 3'� SHEET II GROUT, SEE NOTE 3,� SHEET 11 GROUT, SEE NOTE 3,SHEET 11 MEfALSUB5TRATE ;+ `j �!''.: ;::':'::;::':::':-;' -^ .. .__ o WOO - - - WOOD PER ANCHOR REQUIREMENT EMBEDMENT : Sj' ';;•;_'• : CONCRETFJCMU PERANCHOR EMBEDMENT OR It FRAMING, SEE EMBEDMENT BUCKSTRIP OR FRAMING, SEE EDGE DISTANCE i; ; REQUIREMENT NOTE 1, SHEET 11. NOTE 1, SHEET 11. 1/8' MIN. EMBEDMENT (METAL THICKNESS) TYPICAL DOOR SILL TYPICAL DOOR SILL TYPICAL DOOR SILL OPTIONAL DOORSILL (DIRECT TO METAL) (DIRECT TO CONCRETE) (DIRECT TO WOOD) (DIRECT TO WOOD) /� TYP4 E, MB DMENTANCHOND E, INTERIOR EMBTYREDMENT AND EMBEDMENT AND EDGE EMBEDMENT AND EDGE `-' TYP. ANCHOR TYPE, INTERIOR EMBEDMENT AND EDGE INTERIOR ANCHOR TYPE, EMBEDMENT EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE, SEE TABLE A. SHEET 1. SEE TABLE A. SHEET 1. SEE TABLE A, SHEET 1. SEE TABLE A. SHEET 1. EMBEDMENT EMBEDMENT EMBEDMENT EMBEDMENT EDGE EDGE EDGE EDGE 1/4' MAX. SHIM DISTANCE DISTANCE " ` DISTANCE ,-' : • % DISTANCE :f :i::•r•%•; .�,'• =.�'+: 2XWOOD I� METAL SUBSTRATE CONCRETE(CMU PER ANCHOR •• CONCFiETFJCMU ' : 51. ;`r^ BUCKSTRIP OR FRAMING, SEE l PER ANCHOR REQUIREMENT ,s;' ;~.5::'. ? PER ANCHOR REQUIREMENT NOTE 1, SHEET 11. REQUIREMENT 1/4" MAX SHIM -+� 1/4' MAX. SHIM-4 1X WOOD TYPICAL DOOR & SIDE LITE JAMB 1/4' MAX SHIM ---I BUCKSTRIP, SEE DIRECT T OOD NOTE 1, SHEET 11. TYPICAL DOOR & SIDE LITE JAMB TYPICAL DOOR & SIDE LITE JAMB TYPICAL DOOR & SIDE LITE JAMB (DIRECT TO METAL) (DIRECT TO CONCRETE) (THRU 1X INTO CONC TE ��`��Ny LYNN rrrri No. 58705 * j Q PRODUCT REVISED ,WV as complying with tho Florida MV=m--aSMS ANCHORAGE DETAILS -. )l2z� tug i•�i(�•• ST TE OF , �4U- Building Code NOA-No. 17-0504.04 (041)404600 car amzasH rx ALUM. FREWCH DOOR & S/DE LITES, IMPACT %ii4`OR1DP. • �;``� � �Isj,70NA)-Ie E.PirationDate02/24/2020 n ® F O %¢ }2 d 12 8Q()(a-i� By W owe A. LYNN MILLER, P.E. Mla ad roduetGoneroi JR 04/W7 Q CLARREDDETAWAWED M.ETALSUB67RA7E F.K I 4/aD6 FLP,E,45r8705 A R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Therma Tru Corporation Fiber -Classic and Smooth -Star Exterior Swinging Exterior Door 118 Industrial Drive Composite Edge Glazed Fiberglass Single Door w/Sidelites Doors Assemblies Edgerton, OH 43517 Inswing/Outswing Phone 419.298.1740 1 "Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. for Therma Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2.2 of the FBC. 4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of drawing FL-20468.11 require further engineering analysis by a licensed engineer or registered architect. 6. Fiber -Classic & Smooth -Star Door and Sidelite panels require the use of "J" part numbers and must be stained or painted within six months of installation 7. See drawing FL-20468.11 for size and design pressure limitations. \. Supporting Documents: " 1. Test Report No. Test Standard TEL 01460131 ASTM El88611996-02 & ASTM E330-02 TEL 01460274 ASTM El886/1996-05 & ASTM E330-02 TEL 06-1031-4 ASTM El886/1996-02 & ASTM E330-02 TEL 06-0831-1 AAMAM/DMA/CSA101/I.S.2/A440-05 ASTM E1886/1996-02 TEL 01461612 ASTM E1886-0511996-09 & ASTM E330-C 2. Miami Dade NOA 14-0916.10 15-1201.11 3. Drawing No. No. FL-20468.11 4. Calculations Anchoring Materials Testing Kuraray Butacite° PVB Interlayer Saflex® PVB Interlayer (Eastman Chemics Prepared by RW Building Consultants, Inc. (CA #9813) Prepared by RW Building Consultants, Inc. (CA #9813) Testing Laboratory Signed by Testing Evaluation Lab.,lnc. V.K. Wright Testing Evaluation Lab: jnc. V.K. Wright Testing Evaluation Lab.,lnc. V.K. Wright Testing Evaluation Lab.,lnc. V.K. Wright '. E. A:1 5. Quality Assurance :1. o o A u Certificate of Participation issued by National Accreditation and ; > g 'ATE OF Management Institute, certifying that Therma Tru Corporation is — O'.e manufacturing products within a quality. assurance program that complies a®�eo S a L p Lyndon F. Schmidt, P.E. with ISOIIEC 17020 and Guide 53.1 ale Co�Y sra� `1 ESL >,o�q`° FL PE No. 43409 A9,bB��Ep97 ��� 10/20/2016 Sheet 1 of 1 THERMAITRU" DOORS Fiber -Classic® & Smooth -Star® COMPOSITE EDGE GLAZED FIBERGLASS SINGLE DOOR w/ SIDELITE(S) INSWING/OUTSWING 'IMPACT' GENERAL NOTES 1. This product has been evaluated and is in compliance with the 5th Edition )2014) Flodda Building Cade )FBC) structural requirements excluding the'Tfigh Velocity Hurricane Zone" (HVHZ). Z Product anchors shag be as fisted and spaced as shown on details. Anchor embedment to base material shag be beyond wall dressing orstucco. 3. When used in areas requiring wind bome debris protection, this product compries with Section 1609.1.2 of the FBC and does not require an impact resistant covering. Thls product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.1.22 of the FBC. 4. For 2x stud homing construction, anchoring of these units shag be the same as that shown for 2x'buck masonry construction. S. Site conditions that deviate from the details of thIs drawing require fudher engineering analysis by a licensed engineer or registered architect. 6. Flber-Classic & Smooth -Star Door and Sidefite panels require the use of J' pad numbers. These doorand sidefde panels must be stained or painted within sic months of installation. TABLE OF CONTENTS SHEEN DESCRIPDON 1 Typical Elevations, Design Pressures & General Notes 2 Door Panel Detals 3 Sidegte Panel Detals 4 8evatiors 5 Horizontal & Vertical Cross Sections 12X Buck) 6 Horizontal 8, Vedical Cross Sections Buc 7 Horizontal & Vertical Oro. Sections Direct to Masonry) I 8 Vertical Crass Sections (Thresholds) 9 Buck Anchoring 10 me Anchoring 11 Hardware Detals 12 Glaring Details 13 Components 14 Big of Materials 76" MAX. FRAME WIDTH — 0.75" 37.75' MAX. 37.5" MAX. FRAME WIDTH FRAME WIDTH IV 1V c� z 3 d3 O� 00 !E X e O o io N = o . SaW e 11425'MAX. FRAME WIDTH — 0.75 37SMA + FRAME WIDTH FRAME W.H� /V W O X e O L /W DESIGN PRESSURE (PSF) DESIGN PRESSURE (PSF) CONFIGURATION INSWING OUTSWING POSITIVE NEGATIVE POSITIVE NEGATIVE xO/Ox, OX0 +50.0 -50.0 +50.0 -50.0 See Sheet 4 for Hardware Specifications y4r J m T Z t0 rt'•: i.. m ♦ iO1^ It nrtt N � � ztd�m o � U N •• Z LK v p xzd Em m aa� A4 0 E �w o° 'tea s,.", L N. T.S. owG. ft JK era er: LFS FL-20468.11 eer 1 of 14 R,.\C3!ems\Therma Tru PERMANENT\A - Florida Product Approvals\FL-20468 W8DR Tr PC SS Impact - Composite\C - Dra\y*tngs\FL 20468 (2014)\FL-20468.10-12.dwg, 2.7 i — 95.2S'MAX. DOOR PANEL HEIGHT i 49' 95.28'MAX. DOOR PANEL HEIGHT 49' 95.06" MAX. DOOR PANEL HEIGHT 49' 0.89, O Go o 0) rn NOV C 2015 R.W. B. I-- Co... ­. — 0 X 0 0 03: 0 1.71" — z Mm m 0 cq 0 0 0 IA m M n 0 C F. 1a_�] 7 A z Cl) z Ln w", z 6 z FE 0 P Fn �0 0 0F� 0 M 0 n 0 0 0 -0 j5 01-0 0 -M 0 .2 z nn M ............ 0.89'r O PRODUCT THERMA—TRU FIBERGLASS DOOR PART OR ASSEMBLY: DOOR PANEL DEFAILS �%jjllllljj,, SC!14f %% .......... Z N0.43409 • A Documents Flmp..d ey. BrATE OF Lyndon F. Schmidt AXOMR! P.E. No. 43409 ....... �_40 BUILDING CONSULTANTS,- * - P.O. Box 230, Valrico, FL 33595 Phone No.: 813.659.9197 FBPE C.A. No. 9813 R:\Clients\Therma Tru PERMANEMW - Florida Product Approvals\FL-20468 W8DR TT FC SS Impact - Composite\C - Drawings\FL 20468 (2014)\FL-20468.10-12.dwg, 33 95.25' MAX. PANEL HEIGHT o O O........ W � W -+ 2 O 8 a I0 � IA 0 CO) O Fn 8 � O � VA P a a ,n v 0 0 � T O Wh1 .3y3 25 21m 3n In Ell 0.82" z� ..0.81" I^� % A SCF01y�0 No. 4433409 •• r '_ y9 Q PRODUCT: 0oeumente Prepared By. i BTAIE OF THERMA—TRU Lyndon F. Schmldt ���� ,AZOT� N.." N a FIBERGLASS DOOR P.E. No. 43409 0,;' 0 �701VAl.t ���� 011 ` Iv PART OR ASSEMBLY: GDQ,{�BUILDING CONSULTANTS, �IVE�Itt I+. BY SIDELITE PANEL DETAILS rJ1'�/j/ P•0. Box 230. Valrtco, FL 33595 rn N0 DATE Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. OB13 02016 R.W. T3uaowe en,uwui reurn i.,,.. R:\Clients\Therma Tru PERMANENAA - Florida Product Approvals\FL-20468 WBOR TT FC SS Impact- Composite\C - Drawings\FL 20468 (2014)\FL-20468.10-12.dwg, 4.7 v NW �\ � W %< P W � VW Op A e <i O N O� o N A 0 oa fn `\ 3gnZh = A A A` O 0 v, VN O.N HN zH too q R � � oO 0 o 0, O O tp G N � a ao m 0 N h rt 0 �t \\ O N w W N � v \\ N W a VW m A y rh a C D co N (� m m V A 3 v ve v :: 12 o m ' O O O 9 � a o F,SCHM�� c $ No.43409 PRODUCT: Documents Prepared 9y: %0 .• B047EOF .•• DOOR Idt// ........ •�`` 1p N 0 o FIBERGLASS PYEa No.F 43409 . / 4, KONAL � rn r � z _.1 lt 11►1 � BUILDING CONSULTANTS.7�N� P.O. Box 230, Valrlco, N PART OR ASSEMBLY: n N0. DATE BY ELEVATIONS FL 33595 Phone No.: 813.659.9197 eo,.au�rerJrA iN�_ REVISIONS m 2076 R.W. BLIILOINr3 FBPE C.A. No. 9813 R:\Cients\Therma Tru PERMANEN \A - Florida Product Approvals\FL-20468 WBDR TT FC SS Impact - CompositeW - Drawings\FL 20468 (2014)\FL-20468.10.12.dwg, 5.7 m N a m iNis z0 v ? m n pO ^ bl N 770 pp 0 O ^ Agn rn 1 Mn -0. J_ 0m z c1 .... O• O• Z 7zc A N .a N M A o IAV = a w m m p �n ww =2 o HO z O S aO N cc) p N O ^ �T 70 o Z v ca m z z v. P � Z zjv ° ° O � o m m o0 0 lV Z N OT ° m ° e $. V NHQB=O O- m H 41A O Ia ° f0 S^ m rl � .. CL m p CD a 0 Q o. �r mn�o� 'wm°mm � o a �ge � z rCi � � cCi • .m �• o .v_OC O.a O aa co O p a° O Z M moQtfo 70 a ° co n ° 0.15' CSINK a ° 0.15' C-SINK n �TYP) r— (TYP) 1111111111///// 4 MI �• SCIiM�O �i�� A EMB``���� nYP 1 �• v,.•��cPal�••. � 1-114"MIN. EMB RYP J No. 43409 47 e5:rG �'OT `>k TPRODUCT: THERMA—TRU documents Prepared By: BTQEOF .� Lyndon F. Schmidt FZpItIDR.•' IFIBERGLASS � I o N a • o m DOOR P.E. No. 43409 �•"• ••• •'• d $ PART OR ASSEMBLY: �iD BUILDING CONSULTANTS,/fI�IL. HORIZONTAL & VERTICAL WP-0- Box 230, Valrico, FL 33595 N0. DATE BY CROSS SECTIONS (2X BUCK) Phone No.: 813.659.9197 REVISIONS ©2d16 q. W, 1a Y11.a1Na CpNeNLTANT9 INC. FBPE C.A. No. 9813 ��111111i1!!!! � `• ' /i Notes: 1.Sideldeassembly screws located 6"from �' . '•�'j1� '!A = T' p'• each end and 6 more screws equally spaced # Q� between (8 screws total per side jamb). = 0- �* g' 2. SideCde assembly screws located 3" from each N� z' Jr. O: n end & at centedine (3 screws along head jamb). E ��j�j Cr U a NmZ A C Z a o a xz4 t' E A �m �' ��Ng �\ Ea _zm o 96`oa maa� C E 94 `oo 40 41 42 E z U C W ac. 6 1 .v".. ' 1 �a EXTERIOR INTERIOR �m .. 0 W x 6 �z e 3 VERTICAL CROSS SECTION � 3 � = INTERIOR 6 Shown w/iXsub-buck Outswing shown (Inswing similar)1 ' m 4, �I o =o ov O � U a . " Dj a m va EXTERIOR 23 24 25 ov E , ... ' >. SEE NOTE I1 n 1-1/4WIN. 29 40 41 42 A EMB. (TYP.) N z 1-1 /4" MIN. A C a: 3 V) EMB. (TYP.) 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION m w Of 6 Shown w/ 1X sub -buck 6 Shown w/ I sub -buck 45 OutWng shown (Inswing similar) Outswing shown (Inswing simlar) SEE NOTE 2 ti z o EXTERIOR INTERIOR O o z a DATE 08/02/T6 i sr , �• N.T.S. 9 4 VERTICAL CROSS SECTION 6 Shown w/ I sub -buck owc. sr: JK m Outswing shown (Inswing similar) cam. BY. LFS 3 DRAWING NO.. FL-20468.11 0 SHEET 6 OF 4 N — R:\Clients\Therm@ Tru PERMANENTW - Florida Product Approvals\FL-20468 WBDR TT FC SS Impact - Composite\C - Drawings\FL 20468 (2014)\FL-20468.10.12.dwg, 7.7 p ;—z fJ (a (p �= 0 d0I N CD lD .. omo t'ocrx m�0' E o ^w o g i 0 m CL CL m 03 o3 A 0 4 MAX, o m c r=r z v �n.0 c00 9.1 m 1.5' ?• N 1-1/4"MIN. v 0 MIN. 9-3 o is O EMB. QYP.) ~ o 3 F� £� a 00 n v Pry O IA �0 Q Lrl cl a N z n3 a N N O3 yei O V A � O g 13 1-1 /4" MIN. c A o qo, EMB. Or.) �S � Fq�g S i"' I� o 'yTj o CA \30 z N tQ MIN. A z m PRODUCT: Document. Pnperod By: STRE OF ,• m THERMA—TRU Lyndon F. Schmid! N FIBERGLASS DOOR P.E. No. 43409 �i G o rn i��0 • �r.�� T Q - PART OR ASSEMBLY: J V BUILDING CONS ULTANTS�AL1,,�\ NO. DATE gY HORIZO TAL & VERTICAL '"'" phone No.: Box 3813.659.9197 33595 REVISIONS SECTIONS DIRECT TO MASONRY) FBPE C.A. No. 9813 0 2016 R.W. BUILDING GGN6ULTANTG INC. Notes: 1. Sill Item #'s 17,18, 32, 34, 35, 36, 37, 38 & 39 are attached to jambs w/ (3) #8 X 2-1 /7' pth screws at each end. Sill Item #'s 16 & 33 are attached to Jambs w/ (2) #8 X 2-1/T pfh screws at each end. Sill Item #15 is attached to jambs utlmng (4) #10 X 1-1/2" pph screws at each end. 2. Sidelide assembly screws located 3" from each end & at centedine (3 screws along sill). INTERIOR jr EXTERIOR INTERIOR IlAe7 I SEE NOTE 1 1 VERTICAL CROSS SECTION 8 Inswing Sill • •am %KI%/. • •• I SEE NOTE D y D n � , I �m 4 VERTICAL CROSS SECTION $ Public Access Sill EXTERIOR �. VERTICAL CROSS SECTION $ Inswing Sol INTERIOR EXTERIOR SEE NOTE 2l 751 50 .D " n 5 VERTICAL CROSS SECTION w $ Inswing Sll EXTERIOR INTERIOR 3 VERTICAL CROSS SECTION g Outswing Sill EXTERIOR INTERIOR r61 VERTICAL CROSS SECTION $ Oulswing Sul i�'ejW' m 0 A M PV 111 i m i U N m z 0 xoid gzo 9m�W $ gdta � mdD.� �z cc 0 J ZO �( O= U� _- Dz ~M �U m f jl 0 1112ililil o z_ SruL- N.T.S. }ar C DWG. 8Y: ,JK I :2 g er: LFS w BRA DRAM7NC ND.: � FL-20468.11 i ;H- 8 DF 14 R:\Gients\Therma Tru PERMANENTW -Florida Product Approvals\FL-20468 WSDR TT FC SS Impact - Composite\C - Drawings\FL 20468 (2014)\FL-20468.10-12.dwg, 9.7 0 K 0 0 X 0 0 �C C 9' 7C _ Qo ----------------------------------------- C Cq Z f 1 fir-; MAX O.C. . (TYP.) 4' (TYP.) -►I �- ' O.C. A 18.5' MAX. N' O.C. (TYP.) (TYP.) a, v,.•��cBrraF••.�' `�J� No.43409 y� PRODUCT: DoaYRbntL Praparod BY: 8'�Tp� ����•'•.•Fjpp(pl�, I� o o Z o THERMA-TRU FIBERGLASS DOOR 'O• LYndon F. Schmidt P.E No. 43409 ikl.n 7 AIAL01. �� N GD BUILDING CONSULTANTS, PART OR ASSEMBLY: am BUCK ANCHORING Phone No23813.659.9197 33895 NO DATE BY REVISIONS 02016 R.W. 9LlILDiNe CON9ULTANTEI INC. FSPE C.A. No. 9813 RAClientAThenna Tru PERMANENT\A- Florida Product Approvals\FL-20468 WBDR TT FC SS Impact - Composite\C - Drawings\FL 20468 (2014)\FL-20468.10-12.dwg, 10.7 X O O O.C. (TYP.) o_ zA 0 Z `yyMO m 3$ Z �� •p �=-ACO P x 09 O� Z _ I 1 O z —1 m 6" (TYP.) w� 33 - -gCHMj� �:No.43409 14.5" MAX. O.C. (TYP.) Documents Prepamd By: %O STMEOF THERMA—TRU Lyndon F. Schmidt �i • .;IOFpD�`.••' FIBERGLASS DOOR P.E. No. 43409 l,I��AL,G;O�` ASSEMBLY: LD BUILDING CONSULTANTS, 1�1� FRAME ANCHORING tf �' P.O. Box 230, valAco, FL 33595 Phone No-: 813.659.9197 FBPE C.A. No. 9813 R1Clients\Therma Tru PERMANENT\A - Florida Product Approvals\FL-20468 WSDR TT FC SS Impact - Composite\C - Drawings\FL 20468 (2014)\FL-20468.10-12.dwg, 11.7 ~ inS. ��+ 7�+ m s6 %m vN m0 0 O f.�. OD o � O N [�1 A O N 0 y G �m 0 g C1 n =1 = 3 S vEM m CL CT 17' s 60.88" (t 1.5") ER .o to O m � In �m Wr7 to 25.5' (TYP.) 25,5' (TYP,) 25.5' (TYP.) OF DO8.17' FROM TOP A W m BOOK BOOK BOOK z n DOOR DOOR DOOR OF DOOR PANEL 0 25.0" (TYP.) 25.5' (TYP.) 25.0" (TYP.) Ul/HYBRID Ul/HYBRID Ul/HYBRID 11FDOOR PANEL ANEL R MTOP DOOR DOOR DOOR »° H o Z S� ==�c1 c a� o, s 25.37' 48.19" C 61.2Y (t 1 Bl � s O n c A = Z CP CC g m m o m 5 9CI L� o� a na+NBF6� , ND.43409 _ PRODUCT: Documanta Prepared 9y:0 BTATEOF .• i THERMA—TRU Lyndon F. Schmidt I� I 2 FIBERGLASS DOOR P.E. No. *409 0 0 \ / 7,0 Al 1 %� z �q11+++� $ rn r— N PART OR ASSEMBLY: CD BUILDING CONSULTANTS.��N�. + Ia y x \ HARDWARE DETAILS P.O. Box 230, Valrieo, FL 33595 rn NO DATE BY Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 2D1B R.W. 9NILaINH CaNHNLTANT91Na. EXTERIOR CELLULAR I IT GLASS BITE GLAZING TAPE 1"THK. GLASS 1/8" TEMPERED GLASS 1/T'AIR SPACE 5/3T ANNEALED GLASS DOW 995 0.090" PVB INTERLAYER OR (SAFLE)(OR KURARAY BUTACITE) SIKA 552 1/8"ANNEALED GLASS #10x1-1/2,PPHSMS 3A SWIGGLE GLAZING SPACER INTERIOR GTALNG DETAIL G1 Alunilnum Impact Ile Frame Door Panels 8 Sidat. T 1.53' I F _ ALUMINUM FRAME 3A Atum num impact Ute Frame Door Panels 85idelrtes x (7 x O 0 cq n 20.W' D.L.O. WIDTH r 0 O 9E 0 i INTERNAL GRID (GBG,, .RT �1 PRIVACY INSERT DECORATIVE INSERT 1" LAMINATED INSULATED IMPACT GLASS INSERT OPTIONS #10 X 1-1/T PPH SMS (TYP.) (nP) �I �- rCh ALUMINUM LIFE FRAME iW. z 6r'i,.0::K ��i••.. LL m n 14 1l1 `^ zom G () Ci f1\e E. mz zo � t o E �$ -600. Q + mdo.T LL d 0? CW G. ar: JK w BY. LFS �WINC NO.: FL-20468.ii � 12 oc 14 a RAUients\Therma Tru PERMANENT\A - Florida Product Approvals\FL-20468 WBDR TT FC SS Impact - Composite\C - Drawings\FL 20468 (2014)\FL-20468.10-12.dwg, 13.7 1.29„ 1.55' a to � W �• � '��F ,, 7 N N N Z 4i �ri.�. ci ac a@ i 1il•� a 1D x �x 0.x D a•''• �6 n 36 a � o 0.45' 0.087' �p b � to .: ; •'�; �: oa Ttl 0.91 n 4 3 ::: i Ll CD Q.6 :v z 6 ;yYa CD x0 3S' m O c 6 0.66' F� N m 0,08" N 00 s P En w OW, `t 6 I�--I— 0.75' �—= 0.08" a —4 0.99° I G �v' .......... 2 No. 43409 5u F 1 1 � PRODUCT: Daaumente Praparad By: i MYEOF � F i iHERMA-7RU Lyndon F. Sehmldt �� RiOR101�.••' FIBERGLASS DOOR P.E. No. 43409 �i� iz+ o o \ 3, ZONAL z '1 rn �• r -1 N PART OR ASSEMBLY: BUILDING CONSULTANTS,r1�l�tttt` I�` ro x rJLUI/ P.O. Box 230, Valrleo, FL 33595 rn NO DATE BY COMPONENTS ff// Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 0 201 6 R.W. Bu1LOIN0 DONauLTnn,rw 1— ��1u�uwv, BILL Of MATERIALS BILL, S•• $i' $ o' J- d tA'; o o i �)o �•'• 'A 1of ro ,► Oo7'DZ \ `� « a •: O a \\v\ ` O zo u Ea Z m LO a . P or ,a.. p o (. mUa! D d E �Z cw a j a. J �O S J w� Fm W O w J J UI b o o Of a m z CONCRETE ANCHOR NOTES: D 1. Concrete anchor locations at the comers may be adjusted to maintain the min. � edge distance to mortar joints. 2. Concrete anchor locations noted as'MAX. ON CENTER"must be adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors maybe required to ensure the 'MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ? ` MIN CLEARANCE. MIN CLEARANCE; ANCHOR ANCHOR MIN w 70MASONRY hd$EDMENt 70ADJACENT < . .SIZE ...:::.::......... ......_ . ,.:..:.. ...._. „EDGE ITW o 1/4" 1-1/4" TAPCON 2" 4" z o DATE 08102 16 ELCO ULTRACON® 1/4" 1-1/4" 1" 4" sc�: N.T.S. ITW ® TAPCON AS SHOWN 1.1/2" Dwc. er: JK m' cHw BY: LFS 3 WOOD SCREW INSTALLATION NOTES: DRAWING ND.: m FL-20468. T 1 N 1. Maintain a minimum 5/8"edge distance, 1"end distance, 8 1"o.c. spacing of wood screws to prevent the spli ing of wood. sHo r 14 or 14 OF MATERIALS REM 4 DESCRIPTION MATERIAL REM � DESCRIPTION MATERIAL A 1 X BUCK (SG >= 0.42) WOOD 25 #8 x 2-1 /7' PFH WOOD SCREW STEEL B 2X BUCK (SG >= 0.42) WOOD 26 #8 x 5/8"PFH WOOD SCREW STEEL C 1 /4" MAX. SHIM SPACE - 27 LATCH STRIKE PLATE STEEL D 1 /4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 28A DEADBOLT SECURITY SUB STRIKE PLATE STEEL 29 4" X 4'HINGE STEEL F # 10 X 7' PFH WOOD SCREW STEEL 30 LATCH 8� DEADBOLT STRIKE PLATE (TONGUE SYSTEM) ALUM/COMP G 3/16" X 3-1 /4" ITW CONCRETE SCREW STEEL 31 MULTIPOINT STRIKE PLATE (TONGUE SYSTEM) ALUM/COMP I 1/4"X 1-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 32 INSWING THRESHOLD ALUM/COMP J 1/4" X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 33 INSWING THRESHOLD ALUM/COMP L #10 X 2-1/2" PFH WOOD SCREW (1.15" MIN. EMBEDMENT) STEEL 34 INSWING THRESHOLD ALUM/COMP M 3/16" X 2-1/4" ITW CONCRETE SCREW STEEL 35 INSWING THRESHOLD ALUM/COMP N 3/16" X 2-3/4'ITW CONCRETE SCREW STEEL 36 INSWING THRESHOLD ALUM/COMP 1 JAMB (FINGER JOINT PINE) WOOD 37 INSWING THRESHOLD ALUM/COMP b WEATHERSTRIP (MEDIUM REACH) FOAM 38 INSWING THRESHOLD ALUM/COMP 7 WEATHERSTRIP (LONG REACH) FOAM 39 INSWING THRESHOLD ALUM/COMP 8 SWEEP VINYL 40 DOOR PANEL (BOOK) - 9 SWEEP (USE w/ MODERATE CLIMATE THRESHOLD) VINYL 41 DOOR PANE! (HYBRID) - 10 SWEEP (USE w/ PUBLIC ACCESS THRESHOLD) VINYL 42 DOOR PANEL (U1) - 15 PUBLIC ACCESS THRESHOLD ALUM 50 SIDELTTE (FULL LITE) - i b OUTSWING THRESHOLD ALUM/COMP 75 SIDELITE SPACER (INSWING) PVC 17 OUTSWING THRESHOLD ALUM/COMP 76 SIDELITE SPACER (OUTSWING) PVC 18 OUTSWING THRESHOLD ALUM/COMP 77 SIDELITE SPACER (INSWING) -MODERATE CLIMATE SILL PVC 22 #8 x 3/4" PFH WOOD SCREW STEEL 88 1 X MULLION (SG >= 0.55) WOOD 23 #10 x 3/4"PFH WOOD SCREW STEEL 24 #10 x 1" PFH WOOD SCREW STEEL Building Permit # Planning & Development Services Department Building & Regulations Division Product Review Affidavit 1706-0436 Owners Name Terry & Karen Heizler Applicant: Showcase Designer Homes Product Opening Design Pressures Product Rated Design Pressure Manufacturer Model Number Product Approval Number Glass Type Method of Attachment Windows +39.8/-43.6 +60/-70 PGT Series SH500 NOA 15-0612.12 LAM See attached installation instructions Mullions NA NA PGT Series PGT NOA 17-0630.01 NA See attached installation instructions Fixed Glass +39.8/-43.6 +60/-70 PGT Series SH500 NOA 15-0612.12 LAM See attached installation instructions Block Glass +39.8/-43.6 +60/-70 PGT Series SH500 NOA 15-0612.12 LAM See attached installation instructions Skylights Sliding Glass Doors Swing Type Doors +39.8/-43.6 +50/-50 Therma Tru FL 20468.11 LAM See attached installation instructions French Doors +37.9/-41.6 +70/-80 PGT Series FD 750 NOA 17-0504.04 LAM See attached installation instructions Garage Doors Hurricane Protection Roof Ventilation Roofing Material Revised 07/22/2014 I have reviewed the above components or cladding and 1 have approved their use in h s ri wind loads and forces specified by current code provisions. Name: �Giff�L A A�reA-y Signature: Design Prof: �/l/GlN � Cert. No.A!E—?�/33 Date: oe products provide adequa\Ic4. T T � •., CORID .•' � NAL ��G`�• ��ril W \�