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HomeMy WebLinkAboutSUBMITTED PAPERS/V, roa PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION. 2300 Virginia Avenue Fort Pierce, `FL 34982 (772) 462-1553 a • J� SCANNED APPLICATION FOR REPLACEMENT OF (Noz BY St. Lucie CountrMOWS, SKYLIGHTS, SWING DOORS, SLIDING GLASS DOORS & OVERHEAD GARAGE DOORS 1. LOCATION/SITE ADDRESS: ®� 3 ,P 'd Lk i AM-C ` 2. PARCEL ID NUMBER °� I -t 1 A — O d V w-f 3. DESCRIPTION OFPROJECT OR WORKACTIVITY: a _a.1-A- LLv_in —i "AA—,'i // 5c IrJi�Ji 4. TYPE OF STRUCTURE: SFR MOBILEHOME OTHER 5. OWNERS INFORMATION Name: Address: City: —State- zip: lltj �---Phone• Email: 6. CONTRACTOR'S INFORMATION FLReWCert #: ( O County Cert #• (1, Business Name• '� 1 A N i S Lfl,$- PhoneNumber.%�� Email: [] Attach 2 copies of the Product Approval with details to the product being used. VALUE OF CONSTRUCTION: $ 7--o0 , vJ FEES DUE: s AFFIDAVrr: certify all of the information contained in this ap 'cation is correct and that all work ;done in Ce with all applicable laws regulating co on d zoning. CTOR/QII N SIGNA OF OWNER OR TRAGTOR/QUAUNIFR STA OF FLORIDA, COUNTY OF h �')') ' J' c ACKNOWLEDGED. BEFORE ME TffiS �_ DAY OF ' 20 BY —/ Y? ! , / li RR LO 7:0,PERSONALLY OWN ME OR WHO HAS PRODUCEDWRINT AS IDENTIFICATION. EAL TSI NOTARY jjj S TTI'LE: NOTARY PUBLIC COMMISSION NUMBER NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVE1ONTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF C014MNCEMENT- MONEY B. pIUMPHREY MY ioMMIS ION.# EE 061159 '. RXPIRE@, M®reh 0, Z016 .- Bond Th(u Netary public Undorwrliers ST. LUCIE COUNTY Vinyl Siding INSTRUCTIONS Please complete all information in the space provided. All information must be Printed (use black or blue ink only) or Typed. This application for replacement of Windows, Skylights, and Doors is to be used only for those activities that are not otherwise included under a primary building permit. This application for Permit may not be used for any activity that includes any type or kind of structural alteration. Building activities involving structural alteration, in addition to the replacement of Windows, Skylights, Doors & Overhead Garage Doors, must be permitted through the regular building permit review process. The information to be provided with this application includes: .. 1. LOCATION/SITE ADDRESS: ............................................. Indicate the street address, or general location, of the property on which the building activity is taking place. 2. PARCEL ID NUMBER........................................................ Indicate the Property Tax Identification Number for the property on which the building activity is taking•place.. 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY........ Briefly describe the building activity under permit application. ................................................. Indicate the name and address. of the owner of the property on which 4. OWNERS INFORMATION: . ; the product is to be installed' 5. CONTRACTORS INFORMATION:............... ....................... Indicate the State of Florida (if applicable) and St. Lucie County contractor, s registration numbers, and the name of the business doing the work. 6: VALUE OF CONSTRUCTION: ..........: ................................. Indicate the total value of the work to take place. Total cost of construction includes all material and labor costs associated with the building/construction activity. The value of construction is used to determine the amount of permitting fees to be assessed St Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction. All applications for Permits are to be submitted to the St Lucie County Building and Zoning Department; St. Lucie County Administration Building, 2300 Virginia Avenue, Fort Pierce, FL 34982. All applications for Permits must be completed and filed with the Department no later than 4:30 P.M. each business day. No applications will be accepted for processing after 4:30 P.M., For.assistance in completing this application, please contact the St Lucie County Building and Zoning Department, at (772) 462-1553, during regular office hours (9:00 AM - 5:00 PM), Monday through Friday. Following the issuance of thisWindows, Skylights, Doors & Overhead doors replacement Permit, the scheduling of all required inspections maybe made by calling (772) 462-1261. SLCCDV FORM NO: 006-05 Revised: 4/10/2012 PDSD JC Monday, Sep 09, 2013 10:44 AM Own i P rr Pv MIAMI-DADS AIMAH-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) 3I5-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) ivww.miam[dade&ov/economv PGT Industries 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "CA 740" Outswing Aluminum Casement Window — L.M.I. APPROVAL DOCUMENT: Drawing No. MD-CA740-LM, titled "Casement Window Details — LM & SM', sheets 1 through 10 of 10, dated 08/08/12, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami —Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, 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 sluall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. =_ = APPROVED 7; NOA No.12-1218.09 Expiration Date: Al rilit111t .,aft Approval Date: April 11, 2013 Page 1 � � A PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. AID-CA740-LM, titled "Casement Window Details — LM & SM", sheets 1 through 10 of 10, dated 08/08/12, 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, TAS 202-94 along with marked -up drawings and installation diagram of a series CA740 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL-7065, dated 10/05/12, signed and sealed by Marlin D. Brinson, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 12/07/12, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite„ PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No.11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas© Interlayer" dated 08/25/11, expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, dated December 10, 2012, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated December 10, 2012, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 12-1499 issued by Product Control, dated July 31, 2012, signed by Manuel Perez, P.E. G. OTHER I. None. Manuel er Product Control Ex min r• NOA No.12- .09 Expiration Date: April 11, 2018 Approval Date: April 11, 2013 E-1 GENERAL NOTES: SERIES 740 IMPACT -RESISTANT CASEMENT WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED &TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 3(Y IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS, MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C9D CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLE 3, SHEET 4. 4) ALL WOOD BUCKS LESS THAN 1-1/2* THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2'THICK OR GREATER. IXAND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE 3, SHEET 4. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS. MUST BE SUFFICIENTLYANCHORED TO RESIST LOADS IMPOSED ON THEM BYTHE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAIJCYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL/ CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33.1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL-7065, 3579, 3580, 3724; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ANSI/AF&PA NOS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL TABLE 1: Glass Types Sheet 8 1 5116' Laml (1/8 An -OW PVB -1/8 An) 5 2 7116" Lam] (3/16 An - .090' SGP - 3116 An) 6 3 7/16" Laml (3116 HS -.09D' SGP -3116 HS) 7 4 7/8"Leml.IGLI/WAn-7/16'Ak-1/8'An-.090'PVB-1/8"An) 5 5 718° Laml. IG (1/8' T- 7116" Air-1/8' An -.090" PVB -1/8' An 8 6 718' Laml. IG (3/16" An -1/4' Air -3/16" An -.09D' SGP - 3116' An) 9 7 7/8' Lam]. IG (3H6' An -1/4' Air- 3/16" HS - .09T SGP - 3116" HS) 7 8 7/8" Laml. IG (3/16' T-1/4' Air-3116" An -.090' SGP - 3/16" An) 9 9 7/8"Lemi.IG(3/16-T-1/4'Air-3/16'HS-.090'SGP-3116'HS) I 7 DESIGN PRESSURE RATING IMPACT RATING VARIES, SEE SHEETS 5.9 RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE 6.HGLASSSTACK GLASS STACK EMEMOR 37' WIDTH 25.476' MAX. O.C. IF WIDTH IS Y' UNDER 33.476- (HEAD &SILL 4' MAX B, SEE SHEE72 r A 69' VISIBLE LIGHT HEIGHT (OLD) 1 .09W DUPONT BUTACITE PVB —_1/8'ANNEALEO GLASS 11/ G61 ' LASS BITE 711NATED GLASS STACK 1� GLASS STACK � I— 3/16'ANNEALED HEATSTRENGTHENEOR D 3 GLASS i EXTERIOR 3a — r- 11116' GL4ASS BITE / 32 V r7 171n" GLASS TYPE 1 GLASS TYPES 2 & 3 MAX. 716'NOM. 7/8' NOhI A, SEE O.C. GLASS STACK GLASS STACK SHEET2 i 1.'l s �BNATEO GLASS TACK o GLASS M""AT GLASS STACK _IWANNEALED GLASS 31ICANNEALEDOR 6" MAX. 7116"Ai C.C. UWANNEI TEMPEREI USEANCHOR PAIR AT EACH EXTERIOR JAMB IF Gj HEIGHTIS 26" OR OVER 3 78" HEIGHT B 4' 14-1/2' MAX. O.C. IF WIDTH IS 33.476- & OVER (HEAD & SILL) 30' VISIBLE OPENING(OLO) TYP. ELEVATION OF CASEMENT WINDOW GENERAL NOTES ................... ..... ..1 ELEVATION.......................................1 GLAZING DETAILS ....................._... 1 INSTALLATION ............................ -. 2 ASSEMBLY TUBE DETAILS .......... 3 ANCHOR SPECIFICATIONS............ 4 ANCHOR QUANTITIES .....................4 DESIGN PRESSURES .............. ..... 5.9 ASSEMBLY DETAILS/BOM......_..... 10 %'0'pNY LYNN }�j� -''��� ` No.58705 * / Q' s 0NAL IIIIIIIII�C:•``�• A. LYNN MILLER P.E. 3116" ANNEALED TE E �I r I N I� 11/16' GLASS BITE 11/16' GLASS BITE � GLASS TYPES 4 & 5 GLASS TYPES 6 & 7 7/B"NOM GLASS STACK _ 711WILAMINATED GLASS STACK 311S' ANNEALED OR 1/4'AIRSp6CE EATSTRENGTHENEO GLASS 3116' TEMPERED .090"DUPOM SGP 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 CERL OF AUTH. #29296 GLASS 11/16" GLASS BITE GLASS TYPES 8 & 9 Ey' I D.I. I I Revision: 4pproved e1 complying %ilh it, Flodde uldin Cale Date t 110AN-) - M)nml DAde Peuduer azaniffly De ... ipuen: urowa rry; GLAZING DETAILS J ROSOWSKI Tide: 1 Dole.- 3 EMENT WINDOW DETAILS - LM & SM 08/08/12 Aludd. Scole: 5hee4 Orowing No. Rer. CA-740 NTS 1 OF 10 MD-CA740-LM INSTALLATION OPTION 1 EDGE INSTALLATION INSTALLATION ANCHORS DISTANCE f— EDGE DISTANCE OPTION INTO 2X WOOD. CONCRETE(CMU INSDIRECTLLATION ANCHORS LY Y INTO MASONRY. AS REQUIRED PER PER ANCHOR TABLE 3, SHEET4 2 EMBEDMENT REQUIREMENT BUCK WIDTH 82 TYP. ANCHOR SHIM 15 16 ATTACHED TO TYPE, EMBEDMENT .i > VENT SILL 6 AND EDGE •' `;'. 4 8 80 1 DISTANCE PER 32 33 SUBSTRATE, 22 23 SEE TABLE 3, 0 20 n 4 SHEET 4. _ EXTERIOR 35.37 ATTACHED TO I FRAME JAMB L R ATTACHEOTO r VENTJAMB L WINDOW 81 HEIGHT VISIBLE 14 LIGHT HEIGHT (DLO) ATTACHED TO FRAMEJAMB ATTACHED TO VENT JAMB 38 39 JAMB HARD- WARE BUCK HEIGHT TO FRAME JAMB 1 EDGE DISTANCE EMBEDMENT 1 70 OPTIONALADDON FLANGE @ HEAD, SILL & JAMBS SEE DETAIL NOTES: Al, BE 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 3, SHEET 4. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) ALL WOOD BUCKS LESS THAN 1-1/2' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL. UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2' THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE 1/4. 82 82 L ATTACHED TO VENT SIL' 24 VISIBLE LIGHT WIDTH ([ FOR SNUBBER REQUIREMENTS. SEE TABLE 4. SHEET 4. WINDOWWIDTH HORIZONTAL SECTION A -A INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL. 412 STEEL SELF -DRILLING SMS, SEE TABLE 3, SHEET 4. ODE APPROVED LION, ALUMINUM, EL FRAMING OR STEEL STUD. EGRESS FORMULAS: WIDTH, WASH HINGE: WINDOW WIDTH -13-112 NOTES: WIDTH, EGRESS HINGE: WINDOW WIDTH -7-1/2 1)WHENINSTALLING COMBINATION UNITS, HEIGHT: WINDOW HEIGHT-6 ADDITIONAL INSTALLATION VISIBLE LIGHT FORMULAS: 10'MAX. ANCHORS MAY NEED TO BE WIDTH: WINDOW WIDTH-7 = INSTALLED THROUGH THE WINDOW FRAMES AT 10' MAX. HEIGHT: WINDOW HEIGHT-7 FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. a SEE TABLE BELOW: �•{ I-.— 10' MAX' — ►SEE DETAIL A2, BELOW I I DETAIL Al Addillonal Anchors Requlmd on oach Sida of tho Frame Assembly Tube (FAT) t., LL Window Widlh Anchor q Type B,CBD 17•-229' 0 0 23'-25.ir 0 t > 1,' 1 1 o Anchor Type q B,C6D &WI'dow 0 0 1 1 ' 1X WOOD 19 84 BUCKSTRIP, SEE NOTE 2, \\\ ( LYN/y 7// `\ 0�1 , • • ryj� / �` ���.•' V%CENSF'ti�icp' Rev sed By. l7ala: Rev lion: - h MID de Pendutt By, THIS SHEET. Or MAX SHIM ' : ND. 58705 %' * Revised By: Dale: Revision: •• ' • T - EMBEDMENT _ �RR/ •.; 8 D—iplion: CROSS SECTIONS & INSTALLATION Drawn By:CONCRETE J ROSOWSKI PERANCHOR ' •� " • •,,.Y �O�'.<Cy 1070 TECHNOLOGY ORNE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS; FL 34274 Title: CASEMENT WINDOW DETAILS - LM & SM Date: 08/08/12 REQUIREMENT.' .;'., INSTALLATION OPTION 3 INSTALLATION ANCHORS THROUGH VERTICAL SECTION B-B 1X BUCKSTRIP INTO MASONRY. ' �` '• .cC ORIDP,.•' \�� ''�,SS�O NG``� /Iyyr NAi1-t,�v\ A. LYtItl I.IILLER,P.E. P.E.M 69705 Series/ldodeb Scate: CA-740 NTS Sheet: 2 OF 10 Drawing No. MD-CA740-LM Rev: CERT. OF AUTH. #29296 CASEMENT (X) WINDOW HEIGHT WINDOW I _ �1 WIDTH I�- 740 SERIES CASEMENT EXTERIOR WINDOW j-j FOR SINGLE UNITS: 1) DETERMINE YOUR WINDOW SIZE AND GLASS. 2) KNOWING YOUR ANCHOR TYPE AND SUBSTRATE, DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 3) FROM SHEETS M. FIND THE SHEET FOR YOUR GLASS TYPE. FIND THE PRODUCTS DESIGN PRESSURE FROM THE TABLE LABELED 'DESIGN PRESSURE (PSF) FOR SINGLE WINDOWS, ALL ANCHORGROUPS'. 4) DIMENSIONS SHOWN ARE TIP -TO -TIP. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. CASEMENT If CASEMENT (XX) AWNING ! CASEMENT / FIXED CASEMENT (XXO) --►{ �— 10", SEE NOTE 7, THIS SHEET FIGURE 1: h— FIGURE 2: I 740 SERES D AWNING1 CCk WINDOW. a �h EMASSEMBLYTUBE -- \ / 10", SEE NOTE 7, ►D \ THIS SHEET 740 SERIES —CASEMENT —► ,J� / 1 I WINDOW 14 740 740 SERIES FRAME SERIES ►E CASEMENT ASSEMBLYCASEMENT--- _ ___ FRAME WINDOW TUBE WINDOW — lASSEMBLY�i ►E TUBE 740 SERIES FIXED WINDOW'`_ / \ 'SEE PRODUCTS NOA FOR INSTALLATION SPECS \ / 740 SERIES 740 SERIES AWNING CASEMENT WINDOW` INDOW MW.#12X1'SMS THROUGH FRAME INSTALLATION HOLES FEE ASSEMBLY Ce ASSEMBLY TUBE TUBE MIN. # 12 X MIN. # 12 X 1"SMS 1"SMS THROUGH 740 SERIES THROUGH INSTALLATION CASEMENT INSTALLATION HOLES WINDOW HOLES 740 SERIES FRAME 740 SERIES CASEMENT EXTERIOR ASSEMBLY CASEMENT WINDOW ID TUBE WINDOW 740 SERIES ��// EXTERIOR EXTERIOR FIXED CASEMENT HORIZONTAL SECTION C-C WINDOW` FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY- VERTICAL SECTION D-D VERTICAL SECTION E-E 1) DETERMINE EACH INDIVIDUAL WINDOW TYPE, SIZE AND GLASS MAKEUP, SEE FIGURES 1 & 2, THIS SHEET. DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 5) USING THE TABLE LABELED 2) FROM SHEETS 5.9. FIND THE SHEET FOR YOUR GLASS TYPE. 'W MDOWANCHORSREQUIRED' . (TABLE2, SHEET ERMINE 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED -DESIGN PRESSURE(PSP) FOR WINDOWS ATTACHED TO A VERTICAL FRAMEASSEMBLY TUBE' OR DESIGN THE NUMBER ANCHORS PRESSURE (PSF) FOR WINDOWS ATTACHED TO A HORIZONTAL FRAMEASSEMBLY TUBE, DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED. THIS NEEDED THEE HEAD, SILL AND MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWNARE TIP TO -TIP. , JAMBS OFF YOUR WINDOW. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 6) INSTALL AS PERTHE 4) USING THE TABLE LABELED 'WINDOWANCHORS REQUIRED- (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF INSTRUCTIONS ON SHEET 2. YOUR WINDOW. 5) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3, NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED (SEE SHEET 2), AND THAT MIN. N12 X I- ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS ON THIS SHEET). 1) DIMENSIONS SHOWN ARE TIP -TO -TIP DIMENSIONS FOR EACH INDIVIDUAL WINDOW. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 2) ANY 740-SERIES PRODUCT (CASEMENT, AWNING OR FIXED CASEMENT) MAY BE ATTACHED TO THE FRAME ASSEMBLY TUBE. FOR ALL WINDOWS, USE THE WINDOWS NOA FOR ANCHORAGE, SIZE AND DESIGN PRESSURE LIMITATIONS. 3)ALL WINDOWS IN THE COMBINATION UNIT MUST BE ABLE TO INDIVIDUALLY COMPLY WITH THE REQUIREMENTS OF THEIR RESPECTIVE NOA. 4) FRAME ASSEMBLY TUBE TO BE FASTENED TO WINDOW, AS SHOW IN DETAILS, WITH MIN. N12 X V SHEET METAL SCREWS. USE THE SAME SPACING AND QUANTITY AS THE OPPOSITE FRAME MEMBER. 5) THE FRAME ASSEMBLY TUBE MAY NOT EXCEED 62' IN LENGTH (AS USED IN A 67 FLANGED WINDOW) OR BE USED IN TEE OR CROSS CONFIGURATIONS. 6) THE FRAME ASSEMBLY TUBE IS NOT REQUIRED TO BE CLIPPED TO THE SUBSTRATE. ALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER. 7) FOR ALL COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10' MAX. FROM EACH SIDE OF THE FRAME ASSEMBLYTUSE CENTERLINE. SEE TABLE BELOW: Addillonal Anchors Required on each Side otthe Frame Assembly Tube (FAT) Window Anchor Typo LL*fff III LL Windmy Anchor Type Height A B, C & D 17"-22.9' 0 0 2,- 25.9' 0 1 ,%Ppmed as (omply)c21TILh 140 Florida uiding C011 Dale } f�O km 0 inm D de Praluel r0( O J o � r p H LL o Q O t W W F o C)= uj N m p $Z M Z Y ED Q w "t U) o� W 'Q Of �Q iQ VU Q ICL�LL ti U Q j rLYNN II77jii ` ��1 ,.•'•LICENSE '•,F'P ' No.58705 .: 31S'li3 ��•, ST TE OF Window Anchors Required Window Wldlh (In) under23' 25-15116, 27-3r4' 1 30' 33.112, 1 35" 37' AnchorGroup AnchorGroup AmhorGroup Anchor Group AnchorGroup I AnchorGroup Anchor Group A 1 8 C&DI A B IC&DI A 1 B C&D A 1 B JC&D A 1 B jC&Dj A B IC&D A B C&D under 23' Jamb 2 2 2 2 2 2 2 2 2 2 2 2 24 2 2 2 2 2 2 2 HeadIS10 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 251611V Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 3"S' Jamb 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 48" Jamb 4 4 4 4 6 4 4 6 4 4 6 4 4 6 4 4 6 4 6 8 4 Head1SM 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 g 50.515' Jamb 4 8 4 4 6 4 1 4 6 4 1 4 1 6 4 6 6 4 6 6 4 6 6 4 Head/Sip 2 2 2 2 2 2 2 2 2 2 312 3 3 213 3 3 3 4 3 SO' Jamb 6 6 4 6 6 4 6 8 4 6 8 4 6 8 4 8 8 4 S 8 4 g HeadlSiil 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 63' Jamb 6 6 6 6 8 8 8 8 6 6 8 6 6 8 6 6 8 6 6 8 8 Head/SIP 2 2 2 2 2 2 2 2 2 2 3 2 3 3, 2 3 3 3 3 4 3 72, Jamb 6 8 6 6 8 B 8 8 6 8 10 6 6 10 6 8 10 6 8 10 6 Head/SS1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 76' Jamb 8 8 8 8 S 8 8 10 8 8 10 6 8 10 8 10 6 8 t0 8 HeadlSlll 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 Jamb 8 8 6 8 10 8 8 10 6 8 10 8 8 10 6 E Head1S111 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 Group Anchor Substrate Min. Edge Distance Min. O.C. Distance Li in Embedment Anchor Plate Required? 114- steel Ultrecon Hollow Block t' 6" 1-1/4" No A #14, steal SMS (G5) or#14, 410 SS SMS S. Pine 518" 1" 1-3/8" No 6083 TSAIum. 3/8" SIB' 0.050 No A36 Stool 3/8' 5W 0.050 No A653 Stud, Gr. 33 3/8' 5/8' .035, 20 Ga. No B 012, steel SMS(G5) or#12, 410 SS SMS S. Pile 516" 1" 13/8" No 600345 Alum. 318" 5107 .050, No A30 Steel 3/9' 5/8" .050" No A653 Stud, Gr. 33 319, 518' 5B , 20 Ga. No t/4" steel Ulimoon 2.85k Concrete 2-1/2" 4" 13/6" No 2.85k Concrete 1" 4' 13/4' No Hollow Block 2-112" 5" 1-1/4' No C 012, steel SMS (G5) or#12, 410 SS SMS S. Pine 519, 1' 13/8" 1 Yes 6003 T5 Alum. 319" 5/8" 1/16" Yes A30 Steel —,Stud. 37ir S/8' 650" Yes 7653 Gr. 33 3/8' 5/8" .045", 18 Ga. Yes 614. steel SMS (G5) o014, 410 SS SMS S. Pne 518, 1' 1318" Yes 6063-T5 Alum. 318" 5/8' 1116" Yes A38 Steel 31S" 518" .050' Yes A853 Stud, Gr. 33 3/8' 51W .045, 16 Ga. Yes 1/4' steel Ulbacon 2.85k Concrete 1" 4' 13/4' Yes 2.85k Concrete 24/2" 4' 1-318" Yes D Hollow Block 2-1/2' S" 1-114" Yes Filled Block 2-11T 4^ 13/4- Yes 114" 410 SS CreteFlax 3.35k Concrete 1' 6- 1314" No Hollow Block 2-1/2" 6' 1-1/4" No F­no 3.5k Concrete 1-1/4' S" 1-314" No Hollow Block 3-1/8' S' 1-t/4° No Filled Block 2-112' S" 13/4" No NOTES: 1) ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 2) ANCHORS MAY BE HEXHEAD, PANHEAD OR FLATHEAD. Jamb Snubber Locations Glass Type: PVB SGP (Types 1, 4 & 5) (Types 2, 3 & 6.9) 63' and None 1Y max. tom less Required each end & ' r m max O.C. C i 12" max. tom 12' max. tom oter 63" each end & 30' each end & 3T max O.C. max O.C, 1) USE THIS TABLE FOR ALL WINDOWS PER THE ELEVATIONS ON SHEET 1. DIMENSIONS SHOWN ARE WINDOW TIP -TO -TIP. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. EXAMPLE 1: FOR WINDOW COMBINATION SHOWN BELOW, 7116' ANNEALED SGP LAM]. GLASS, 114' MASONRY ANCHORS INTO CONCRETE, +70/- 80 PSF DP REQUIRED, NO ANCHOR PLATE CASEMENT ANCHORS: A) FROM TABLE 9, ANCHORS C & D ALLOW A DP OF +70/-90. B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. C) FROM TABLE $ 6 ANCHORS ARE REQUIRED IN EACH JAMB. D) SIMILARLY, 2 ANCHORS ARE REQUIRED IN THE HEAD & SILL. E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. F) PER RULES ON SHEETS 2 & 3. INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY SIDE OF THE AWNING (HEAD & SILL). FIXED CASEMENT ANCHORS 1 SEE SEPERATE NOA): A) FROM TABLE 9, ANCHORS C & D ALLOW A DP OF +701-83.1. B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. C) FROM TABLE 2B, 5 ANCHORS ARE REQUIRED IN EACH JAMB. D) SIMILARLY, 3 ANCHORS ARE REQUIRED IN THE HEAD & SILL. E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. F) PER RULES ON SHEET 2, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE SIDE OF THE FIXED CASEMENT (HEAD & SILL} SAMPLE CONFIGURATIONS: vx". X X` O O XZi O Ot O NOS O Pao d Py0 a 0 F EJ E F �JOE TUBE I� 4' I � 10' -ri 4' 10' 4. 61• %a 1 1 21 .. .� 20" 20' ►� Air _ 1 13.25" -T _1 f approved as eomplylcZ 61d1 ahn Flodda uIdl n•C dC l 1 TJOAB A rut D a PraduN 1 �pla J O OtS c ' J r Jr.. o � C3 _ LL O Ci 0 Z Q z v) z LU }a. Y fn I— � W er U �O o = (g an Q .�U (p NU of„Z o �0 o`Q 1=U r to ® OWN n N m Ste — a: oy o on z r Z U ..YNN 4�/(e7j�i�i "\GENSF *' No.58705 v i 3 1,SV1 3 %�p •'•, STATE OF ��C •'. FLORIOP.•' �l•\C• �S,S(nNnt. Fla.. A LYNN MILLER, P.E. a Design Pressure (pep for Single Windows, All Anchor Groups Window Width under23' 2Si5/16' 27-34' 30' 33.1/2' 35' 37" under 23' +701.90 +70190 +701-90 +70/-90 +701-90 +701-90 +701-90 25.15/18" +70190 +70/•90 ♦701.90 +70/-90 +70/-90 +701-90 +701-90 38.31B' +70/90 +701.90 +701.90 +701.90 +70190 +701-90 +70l-90 48" +701.90 +701-90 +701.90 +701.90 4701.90 +701.90 +701-91 505/8' +70/$0 +701-9 +701-90 +701.90 +70/.90 +701-90 +70/$9.2 60. +701.90 +70190 +70/.90 +701-88.5 +70/$0.8 +701-77.7 +701-74.3 �M .90 +70/•90 +70I$4.3 +701-785 +70173,7 +70170.1 -70.84.6 72'.90 +70l-77.7 +701-84.3L+601.1-�62.4 +60/-60.9 +l-59.3 +701.75.7 +/$7.39 +/-67.2 +1.55.6 80.4 +701-71.3 1601-62.12 TART P R- FOR GLASS TYPES: 1) 5/16" LAMI (118 AN - .090" PVB -118 AN) 4) 7/8" LAML IG: (1/8" AN - 7/16" AIR -1/8" AN - .090" PVB -1/8" AN) WINDOW HEIGHT f [] ] SEE SHEETS 1 &4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. Design Pressure Lost) for Windows Attached to a Vertical Frame Assembly Tube m Window Width under 23" 25.15/16i 27-374' 1 30" 33.112' 35" 37" Anchor Grab Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A B C D A B C&D B A,C&D B A,C&D A B I C&D B A,C&D I B A.C&D +70/-90 +701-90 a701•90 +701-90 +70190 +70190 +701-90 a701-90 a70.90 +701-90 +7W-90 +701-90 +701-90 +701-90 +701-90 +701-90 +70.90 +701-90 116 +70190 +701-90 +70'-90 +701.90 +701-90 +70'-9D +701.90 ♦701-90 +76'-90 +701.90 +701-90 -701.90 +701.90 -701-90 +701.90 -701.90 +70'•90 +701-90/8" !un,dl'er2K0" +70/-90 +70/•71.8 +7d-90 +70190 a70l-81 +70'-90 +70/-90 +70/90 .70'•90 +70l-90 +70/•90 +701-90 +701-90 *701-90 +70J-90 +701.9D +7d-90 +701.90" -701.73.1 +157.3 +70490 +701-90 +1-64.8 +70'•90 +701-90 +701.90 +70'•90 +701-87.8 +701.90 +701-90 +701.78.6 +701-90 +701-90 +701-90 +701-88.9 +701.9018" +/-69.3 +1-54.3 +70'-00 +701-90 +1.81.4 +70'-90 +701.90 +701-90 +7Cy-90 -701.83.2 +70f-90 +701-90 +701.74.6 +70/•90 +701-89.2 +70190 -701.84.3 +701-89.2 " +/58.5 +145.8 +701-84.7 +701-90 +/51.8 +701-81.2 +701-90 +70'-75.9 +70490 +701-7Q2 +7Cy88.5 +701-80.3 +1529 +701-80.6 -701.75.2 +701.77.7 +701-71.2 +701.74.3 63" +/55.7 +1-436 +70!$0.7 +701-89.5 +/-49.3 +701-77.3 +701.90 +701.72.3 +7Cy-90 +I.669 +70'-84.3 -701.76.5 +/.59.9 +701-76.5 +701.71.6 +701.73.7 +/$7.8 +70/-70.1 Design Pressure (ps0lor Windows Attached to a Horizontal Frame Assembly Tube Window Wldlh E under 23' 25.15116' 27.314" 30' 33-1/2' 35 37' Anelar Group Anchor Group Anchor Group Anchor Group Anchor Group AnchorGroup Anchor Group A8 All All All B A,C&D A I B I C&D A 8 C&D under23' +701.90 +701-90 +701.90 1+7019g +70/$2.1 +701.90 +70190 1 +701-78.5 +70190 +701-90 +701.74.3 +70190 25.15116" +701.90 +70/90 +70190 1 +701.90 +701-90 1 +70190 +701$8.8 +701.90 +70/90 +701-84 +701.90 +70190 38918' 1 +701.90 +701.90 +70190 +70190 +701-90 +70/90 -701.90 +701.90 +701.90 +70/-90 ♦70/90 +70/90 48" +701-90 +70190 +70190 +701-90 +701.90 +701-90 +70190 +701.90 +70190 +701.90 +70/-90 +70190 = 505'8" +701.90 +70190 +701-90 +701.90 a70190 +701-90 +701.90 +70/-90 +701.90 +70/$9.2 +701-89.2 +70/$9.2 g60" +701-90 +701.00 +701-90 +70/$8.5 +701-80.6 +701.80.6 +701.77.7 +701-77.7 +701-77.7 +70/ 74.3 +70/-74.3 +701.74.3 3 63' +70/90 +70190 +701-00 +70/$4.3 +701.76.5 +701.76.5 +701.73.7 +701-73.7 +701.73.7 +70/-70.1 +701-70.1 +701-70.1 72' +70190 +70/$7.2 +701.77.7 +70171.5 +601$2.4 +60/$2.4 +80!$0.9 +60/$0.8 +60/$0.9 +/59.3 +/59.3 +/59.3 76• +70190 +701.84.6 ♦701.75.7 +1.67.3 +/-58.9 +/58.9 +157.2 +1.57.2 +/-57.2 +/.55.8 +/,55.8 +155.It 84' +70190 +701.60.4 +701.71.3 +60/$2.1 +/54.2 +154.2 NOTES. SEE SHEET 4 FORADDITIONAL SAMPLE EE SHEET 4 FOR SNUBBER REQUIREMENTS, 2) WINDOW. FRAME HEIGHT ASSEMBLY TUBE IW MAX. ADDITIONAL ANCHOR (4). IF RED. I I WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FRAME IV MAX -►i ASSEMBLY TUBE WINDOW HEIGHT WINDOW ADDITIONAL WIDTH ANCHOR (4). IF REG. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. 49proved-as complying with the FryDBfloaorrcEah"-d';pi e Cods By J LLI O ti ~U' 2 r Z C-6 3 a of N O O DO ¢ LL .. O Y to 1i o� Lu a LLJ o p v F- Z W Z n Y LU a z p Z eUr LU v c ti o 0 g U r $ LU(/W) '9 0 =Q r_ U �m rn N� 0wo. SU a3y < Fw-• �J R O O o az rc oZ w U IIII1111 /!!/ ........• /(( `� e�•t�.• LICENSE '• ;F'fl No. 58705 STATE OF <(f Xs`''10NA1; A LYNN MILLER, P.E. P.E.45B705 Teal c C- Design Pressure (psQ for Single Windows, A6 Anchor Groups Window Width under 23' 25.16118' 27314' 30' 33.1/2' 3W 37- under23' +90/-13g a9g!•130 +901-M 4901-130 +901-130 +M.130 +901-130 25.15116' +001.130 +201.130 +901-130 +901-130 +901-130 +9a430 +90/-130 38a16• +9p/-130 +-130 g01 +OV-130 +901.130 +901-130 +9a-130 +901-130 rn 48' +90/-130 +901-130 +901-130 +901-130 +90/-13o +901-130 +90/-130 X 6051W +901-13D +901-130 -001.130 +90/430 +901430 +901.130 +901-130 .;$ 60" +901430 1 +901-130 +901-130 +901-130 +901-130 4901-130 4901.130 63' +901.130 +901-130 +901-130 +901-130 +901-130 +901.130 +901-129.8 72 +901-130 +901-130 +901-130 +90/-130 +90/-129.1 +901.122.5 +901.113.8 76' +g01-130 +90/-130 +9W-130 +90/-130 +901-124.1 +901-116.7 +901-107.8 84' 1 +901.130 +901-130 1 +901.130 a90/-130 +90/-116,4 TARt F 0- WIN W HEIGHT , E I SEE SHEETS 1 &4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES FOR GLASS TYPES: 2) 7/16" LAMI (3/16 AN - .090" SGP - 3116 AN) Design Pressure (psQ for Windows Attached to a Vertical Frame Assembly Tube m Window Width under 23" 2S15I16' 27.314' 30" 33-1/2' 35' 37' Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A I B C D A B CAD 8 1 AC&O A B CAD A B CAD B AC&D A B CAD under 23' +7a-90 +7a•90 +701-90 +70190 -70/•90 +701-90 R01.90 +70/•90E+7 +701.90 +7a-90 +7a•9D +78'-90 +701-90 +701-90 -701.90 +70/-9D +701-90 +701.90 a701-9D 25-15110" +701-90 +7a-90 +701-90 a701-90 +701-90 +7a•90 +701-90 +70/•90 +701.90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701M +701-90 +701.90 +7a-90 3831e" 1.6 +701-90 +701-90 +701-81 +701 +701-90 +70/-90 +701.90 +7a-90 +70190 +7a-90 +7a-90 Na-90 +701.90 +70f•90 +70/-90 «70!•90 +7a-90 a 48" 3 +701-90 +701-90 +/-64.8 770190 +701-90 +70/•9050.518'.3 a701-7al-1-57.3 «70l-90 +TO/•90 +/-81,4 +701.90 *70f•90 +701.9060" .8 +701-84.7 +70190 +151.8 +7a.81.2 +70f-90 +7a-75.963" .8 +701-90.7 +7a•89.5-90 +701.95,3 +/-68.9 +70!•90 +701-76.5 +701.74.9 +7a•90 +701.71.8 +701.90 +701-88.5 +!-6'7.8 *70/•90 TAFI F - Design Pressure (psQ for Windows Attached to a Horizontal Frame Assembly Tube R Whdav Widh under23` 2S15116" 27.314' 1 30• 33-112' 35' 37" Mahar Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group AV All All All B AC&D A B CAD A B CAD under 23• +701-90 +70190 +701-90 +701-9D +701.821 +70f•90 +70190 +701•78.5 +701.90 +701.90) +701-74.3 +7a-90 2515116" +701.90 +701-90 470/-9D +701-90 +701.90 +701-90 +701.88.8 +701-90 +701-90 +701.64 +701-90 +7a•90 38.3/9' +701-90 +701-90 +701.90 +701-90 +701.00 +Ta-90 +701-90 +701.90 +701.90 +701-90 -701.90 +701-90 m46' +701-90 +701-90 +701.90 +701-90 -701.90 +701.90 +7a•90 +701-90 +701.90 +701.90 +701.90 +701-90 x 50.518" +701-90 +701.90 +70/90 +701.90 +701.90 +701-90 +7a-90 +70/-90 +701.90 +701-90 +701-90 +7aA0 F60" +7a•90 +701-90 +701-90 +701.90 +701-90 +7a•90 +7a•90 +7a•90 +Ta-90 +701-90 +701-90 «701-90 9 63" +7a90 +701•90 +70/•9D +701.90 +701-90 +701•90 +70'-90 +70/-90 +70/-90 +701.90 +701.90 +7a-90 72" +70'-90 rTa-90 +701.90 +701-90 .701.90 +701.90 +70E-90 +701.90 +701.90 +70/90 +701-90 +70'•90 76" +7a-90 +7a-90 +701-90 +701-90 +70f90 +7a-90 +70190 +701.90 +701.90 +701- 00 -701.90 +701.90 84" +7(y-90 +701-90 +701.90 +701.90 +701-90 +70?-9g NOTES: 1) SEE SHEET 4 FORADDRIONALSAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. -f- WINDOW FRAME HEIGHT ASSEMBLY TUBE 10 MAX ADDITIONAL ANCHOR -�1 (4), IF REQ. I WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FRAME 10. MAX. ��I Imo_ ASSEMBLY TUBE WINDO HEIGHT WINDOW WIDTH ADDITIONAL ANCHOR (4). IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. Approvcd as cmuplyloa wlrh the Florldo uIdla4 Cod Dalc 2D13 0}OAM hit IU de Produe C W CL C9 06 Z J I r- J_ O � Q CD a W LLI U=j Z_ Y W Ix °' w z LU 0 0� W W ..Q -� �a U �Z V U ��OIN N N � c}i'O m n O�X� Z'10. - 7 SV a1N 6 82 c;-M , >dy Z w O0 Z V `\",6,X%?. LYNN Mlee, ,. 410ENSF '•.�P ' No. 58705 31)g 13 Qom••• STATE OF !(7 "/'SS 1ONAI-'0,\%' A LYNN MILLER, P.E. Design Pressure (050 for Single Windows, All Anchor Groups Window Width under23' 1 25-1511V 27314" 3W 33-112' 3Y 37' under23' +9a-130 +9a-130 +901-130 +901.130 4901-130 +9D/-130 +901-130 257&16' +90/-13D +901.130 +901-130 +8W-130 +90/430 +901-130 +90/-130 _ 38318' +901-13D +901-130 4001-130 +901-130 +901.130 +90/-030 +W-130 481 +9a-130 +9a-130 +90/-130 +901-130 +901.130 +001.130 +9a-130 z 505/8` +80 .- +ga-130 +901-130 +901-130 +9D1-130 +90/-130 4901.130 .4 60, +901.130 1 +901-M +901.130 +901-130 +901-130 +90/-130 +901-130 83' +90/-130 +9a-130 +90/-130 +901-130 +901.130 +901A30 +901.130 72' +901-130 +9a-130 +901-130 1 +901-130 +901.130 +901.130 +901-130 76' +9a-130 +901-130 +9a-130 +90/430 .901.130 +90%130 +901-130 84' +90/-130 +901.130 +90/430 1 +901-130 +901.130 TART F 41- FOR GLASS TYPES: 3) 7/16" LAW (3/16 HS - .090" SGP - 3116 HS) 7) 7/8" LAMI. IG: (3/16" AN -1/4' AIR - 3/16" HS - .090" SGP - 3/1611 HS) 9) 7/8" LAMI. IG: (3/16" T -1/4" AIR - 3/16" HS - .090" SGP - 3/16" HS) T WINDOW HEIGHT f SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. Design Pressure (ps0 for Windows Attached to a Vertical Frame Assembly Tube mWindow Widthunder 23" 2S1&16" 273I4" 30" 331/2" 35" 37" Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A B C I D A B C & D B I A,C&D A B C&D A B I C&D B A,C&D A B C&D under 23' -701.90 1 +70/-90 -701.90 1 +701-90 .701.90 +701.90 +701.90 +701-90-701.90 +701-90 +70'•90 .701-90 +70'-90 +70/-90 +7W.90 +701.90 +701.90 +701-90 +TOI-90 +TOI-9D 0 2S7&16" .701-90 +7a90 +701-40 +la•90 +701-90 +7a•90 +70/-90 +701.90 +70'-90 +701.90 +7W-90 +701.90 +70'-90 +7a-90 +7a-90 +701-90 +70/•90 +701-90 +701-90 +701-90 38-318" +7a-E+143.6 +701-90 +701-90 +7a-81 +701-90 +7a-90 +Ta.90 +70'-90 +701-90 -701-90 +701-90 +701-90 +701-00 +70'-90 .701.90 +701-90 +70/.90 +701-90 +701-90 48" +7a-7 +701-90 +791.90 +/-64.8 +701.90 +701.90 +701.90 +70'-90 +701•90 +70J-87.8 +701.90 +70'- 90 + 701-90 +70'-90 +70190 +7a•90 +701-90 +70'-88.9 +701-90 50518" +/-69 +701-90 +701-90 +51.4 +701_90 +701-90 +701.90 +7(Y-90 +7a•90 +7a-83.2 +7a•90 +70'-90 +701-90 +701'-90 +70)-89.2 +70/•90 +701-90 +70'-84.3 +701-90 60" +1.58-701.84.7 +701-90 +151.8 +70'-81.2 +70!•90 +71Y-75.9 +1d-90 +70/-89.6 r7a•70.2 +7a-90 +1a.80.3 +701.76.6 +70•-90 +701.752 +701-90 +701-90 +70'-71.2 +701-90 83" +1.55+701-80.7 +701.89.5 +/.49.3 +70'•77.3 *701-90 +70'+70'-90 +70/•85.3 +J-86.9 +7a-90 +70J-7fi.5 +701-74.9 +701J0 +701-71.6 .701•90 +701-88.5 +/-87.8 +701-90 Design Pressure (0e0 for Windows Attached to a Horizontal Frame AsscmblyrTube - R Window Width under23' 25.15118' 27-314' 1 30' 33-112' 35" 37" J&D Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group AnchorGrotp Anchor Group All All All All B A. C& D A B C& D A B under23" +701-90 +701-90 +70'-90 +7&-90 +701A2.1 +70'90 +70'-90 +70/-78.5 +701-90 +701-90 +701-74.3 +701-90 2545116' +701-90 +7&-90 +701-90 +7a-90 +7a-90 +7a-90 +70/-88.8 +701.90 +701.90 +70/-84 +701.00 +70/-W 3"8" +79.90 +701-90 +7W90 +70'90 +70'90 +7d-90 +701-90 +7a-90 +70jr-90 +7a-90 +701-90 +701-90 0 48" +701-90 +71Y-90 +70190 +7a90 +7&-90 +701-90 +7a90 +7a-90 +70/-90 +701-90 +701.90 +701-90 2 505/8" +70'90 +70'90 +701-90 +7090 +7d-90 +F +7&- 0 +701-90 +70/-9D +701-90 +701-90 +701-90 Y80` +7d90 +70190 +7Q'-90 +7&-90 +7W90 +70'90 +70'90 +701-90 +701-9D +701-90 +701-M +701-90 83" +70'90 +70190 +70190 +701-90 +70'-90 +7d90 +70'90 +701-90 +701-90 +701-90 +701-90 +70/-90 72' I +71Y-90 +701.90 +70'-90 +Ia-90 +70'-90 +70190 +74Y90 +701-90 +701-90 +70f-90 +701-90 +701-90 78' +79-90 +70'-90 +70190 +7W90 - +701-90 +70•-90 +701.90 +70/-90 +701-90 +7a-90 +701-90 +701-90 84' +7d-90 +7&-go +7d90 +7W-90 +7(Y-90 +70190 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. WIND FRAME HEIGHT ASSEMBLY TUBE 10' MAX. ADDITIONAL ANCHOR (4), IF REQ. 1 I WINDOW WIDTH SEE SHEET51 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FRAME 10-MA% I ASSEMBLY TUBE y� T WINDOW HEIGHT L , y„4 WINDOW WIDTH ADDITIONAL ANCHOR (4). IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. BPproveil as complying with the Florida Buldrng Code DaleT- WO1 A0 Karat bode Product Control LILI r n r U zU oiS c ' J r O C-4 r O U J _ LL Q ..0 o W W �� a o 6i LLI Q H Z W `1 a z 0 W U b Z,^ f` O V LU 'LU � w ® QN n N O�X� _ S U "'m-d Q s >a:o o oZ Z w U 11111111!! * ' No. 58705 %��•'•, STATE OF :• !� A. LYNN MILLER, P.E. TACT t - a Design Pressure (pstj for Single Windows, AliAnchor Groups Window Width under23' 1 25-15116` 27.314' 30' 33.1/2' 1 35• 37' under 23' +701-90 +701.90 r701.90 +70/-90 +7a-90 +70/-9D +701.90 2515116• +70/90 +701.90 +701-90 1 +701-90 +701-90 1 *701.90 +701-90 38-31W +701-90 +70190 +701.90 +701.90 +701.90 1 +70/-9D 4701.90 rn 48• +701.90 +70/.90 +701.90 +701.90 +701-00 +70/-90 +70/$0 50518' +701.90 +701-90 +70190 +701.90 +701-90 +70190 +701.90 60• +701-90 +701-90 +701-90 +701.90 +701.90 +701-8B.6 +701$4.6 or *701-90 +70/-90 +701.90 +70/-90 +701.87.2 +701 +7a-79.8 72' +701.90 +701.90 +7a-88.5 +701.81.5 +OW-70 +601-69.4 *6a$7.e 16• +701•90 +711.90 +7a.&6.3 +701.76.7 +60/-87.2 +601.65.2 +601.63.3 84• +7a90 +7.40 +1a51.3 +60/-70 1 +60/$1.8 Teal F 4.- FOR GLASS TYPES: 5) 7/8" LAMI. IG: (1/8" T - 7/16" AIR -1/8" AN - .090" PVB -1/8" AN) WINDOW HEIGHT L SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. Design Pressure (pst) for Windows Attached to a Vertical Frame Assembly Tube m Window Width under 23` 25-15116' 27.3r4• 130` 33.112' 35' 37' Anchor Group Anther Group Anchor Group AnchorGroup Anchor Group Anchor Group Anchor Group A I B C I D A B C&D B A,C&D A B C&D A B C&D B A.0&D 8 A. C 8 D under23• +701-90 1 +701.90 +70/•90 +701-90 +70130 -701.90 +701-90 +701.90 +701-90 +701.90 +701•90 +7a•9D +701.90 +701.90 +701.90 +70/.90 +701-90 +701.90 +7a-90 i. 25.15/10• +70190 +701-90 +70190 +70/90 +701•90 +701.90 +70190 4701-90 4701-90 +701.90 +701-90 +701•9D +701-90 +701•90 +701-90 +701.90 +701.90 +701.90 +701S0 388' +70l90 +70/-71.6 +70f90 +701-90 +70/$1 +70/90 +70/90 +701-90 +7a•90 +701-90 +701-90+7a90 +7a-90 +701-90 +7a90 +70/90 +701-00 +70190 +70/90 4 r7a•73.1 +J57,3 *7a-90 +70f-90 +/.84.8 +70r90 +7a9D *7a•90 +70f-90 +701.90 +701-87.8 +7a-90 +701-90 +701-78.6 +701-90 +701-00 +70190 w01$9.9 +7a-9D 505r8' +/$9.3 +/54.3 +70190 +701.90 +/.61.4 +7a90 +701-90 +70/-90 +701-90 +7a.90 +701.83.2 +701.90 +7a.90 +701-74.6 +701-90 +7a99.2 +701.90 +701-84.3 +70190 60. +I-58.5 +/45.8 +7a$4.7 +701.90 +/51.8 +7a-81.2 +701-90 +701-75.9 +701-90 +70/$9.6 +70/-70.2 +7a90 +7a90.3 +!$2.9 +7a-90 +701.75.2 r7a$8.6 +701.71.2 +70194.6 03' +/55.7 +/43.6 +7a$0.7 +7a$9.5 +/-09.3 +7a-77.3 +70/90 +7a-72.3 +70/-90 +70/-85.3 +r$6.9 +701,90 +70/-76.5 +1.59.9 +70/$7.2 +70/-71.8 +70/-g4 +/-67.8 +701-79.9 TAR. L *R- Design Pressure (030 fer Windows Attached to a Horizontal Frame Assembly Tube Window Width 25.15'18' 27.314' 30' 33-112' 35' 3r KAII AnchorAnchor Group Group AnchoAnchor Group Group AnctarGroup AnehorGroup All All AO B A,C&D A B C&D A B C&D under 23• +70190 +701-90 +70190 +70/-90 +7a-82.1 +701-90 +701-90 +701.78.5 +70190 +701.90 +701-74.3 +70190 25.15116' +70190 +701-90 +70/90 +701.90 +701-90 +701-90 +701•88.8 +701.90 +701.90 +701.84 +70/-90 +701M 38-3/8' +701-90 +701.90 +70f-90 +701-90 +701.90 +701-90 +701-90 +70/90 +701•90 +70/•0 +70/$0 +701-9D 1 48' +70f-90, +70190 +701-90 +70190 +70f-90 +70190 +70190 +70190 +7a•90 +701-90 +70190 +701-90 50-518' +70190 +70.r-90 +701-90 +70190 +70190 +7a•90 +70/90 +701.90 +701.90 +70/-9D +70190 +701.90 P80` +70/90 +7090 *70/•90 +70/•90 +7a•90 +7a•90 +70/$8.6 +7a$8.6 +701.88.6 +701.84.6 47a$4.6 +701-84.6 63` +701.90 470190 +701-90,+70/-90 +701.84 +70/94 +70/$4 1 +701.79.9 +70-79.9 *70/•79.9 72' +70/-90 +701-90+70/$8.5 +7a$1.5 +Ba-70 +6a-70 +6a$9.4 +6a$9.4 +6g/$9.4 +6a 87.8 +6a$7,8 +6a-87.8 76' +70f-90 +701.90 +701$8.3 +70/-7F7 +601-07.2 +601$7.2 +601-65.2 +601-85.2 -+601-65.2 +601-63.3 +60/$3.3 +60/$3.3 84' +70190 +70190 1 +701.81.3 ♦60/-70 +60!$1.8 1 +601$1.8 NOTES: 1) SEE SHEET 4 FORADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. T WINDOW FRAME HEIGHT ASSEMBLY 1 I TUBE IVMAX ADDITIONAL ANCHOR (4). IF REQ. .--�1 I t� I WINDOW WIDTH SEE UHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FRAME 10' MAX. •--� 1.- ASSEMBLY I TUBE WINDOW HEIGHT ] _- - WWNDTH ADDITIO ANCHORS (4). IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. 4ri,mvW n. eoF.yu�de9 ntlh fA6 Fturiiln Ii:ddir..0 ode ,DAfJ _ + �A)AH A71Y311-a_h, Iucl GT M J C3 }2 F- U) z U Z J 1 co o� 0 U LL v 00 % a co LU w Q � 00 u� Z Hz LU tl Z "o � Z LU v in IW U U E�Uj 30 U y N pl ® QnNV 1`1 OJxol`xr! SUmu Q oy m " ~>ax o ^o Z Z ~�r `\� 11111l j//r' o ��``'���•••CENS '. ��p 'ii 1 No. 58705 �'.� 3 r8r3 •w; '. ST YE OF =4/� %'c�(S•• FCO...... . Tear. - Design Pressure (paO br Single Windows, AB Anchor Grohs Wndm Width under23' 25.15116' 27-W4' 30' 33.1/2' w 37' under23' +901-130 +901-130 +90/-130 +901A30 +901-130 +90/-130 +90/-130 25-15116' -001-130 +901-130 +901-130 +901-130 +901.130 +901.130 +90/-130 383/B' +90/-130 .901-130 +901-130 +901-130 +901-130 +901-M +90/-130 �3 48' +90/-130 +901-130 -901.130 +90/-130 +90/ 330 +90/-130 4901-130 3: 505/8' 4901-130 +9*130 +901.130 +90/430 +901-130 +901-130 4901-130 F6T +901A30 +901-130 +80/430 +90/-130 +901-130 +90/.130 +90f.130 1330 +901430 +901-130 +901-130 +901-130 +906130 +90/-130 1-130 +90/-130 +901430 +801-130 +B0/-130+901-124.6 +901-115.7 M84-1 1-130 +g0/-130 +901-130 +90/-130 +Wl-126.2 +90/-118.7 +901-109.6 1-130 1 +901-130 +901-130 +90/•130 +80/-118.4 TART F IA - FOR GLASS TYPES: 6) 7/8" LAMI. IG: (3116" AN -1/4" AIR - 3/16" AN - .090" SGP - 3/16" At 8) 7/8" LAMI. IG: (3/16" T -1/4" AIR - 3/16" AN - .090" SGP - 3116" AN) WNDOW HEIGHT SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES Design Pressure (ps0 ter Windows Attached to a Vertical Frame Assembly Tube m Windmv Widn under23" 25-15116" 273/4' 30" 331/2' 35' 37" Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A B C I D A B C&D B A,C&D A B C&D A B C&D B A, CBD A B C&D under 2W -701.90 +70/-90 +70140 1 +701-90 +701-90 +70/-90 +701.90 +70/-90 +701.90 +70/-90 +701-90 +701-90 +701-90 +70/-90 +701-90 +701. 0 +701.90 +701-90 +701-90 +701-90 r 25-ISII ' +701.90 +701.90 +701-90 +701.90 +701-90 +70/•90 +701-90 +70190 +701-00 +701.90 +70'•90 +70l-90 +7d-90 +70f•90 +70'-90 +70/•90 +TOI-90 +701.90 .70l-90 +701.90 38318" +70/•90 +7d-71.6 +70/9D +701-90 +701-81 +701•90 +70/•90 +701-90 +7d•90 +70/-90 +7CY-90 +701-90 +7(Y-90 +701-90 +70'-9D +701.90 +701.90 -701-90 +701-90 +701-90 48' +701.73.1 +1•57.3 -701.90 +701.90 +1-64.8 +701.90 +701-90 +70l40 +701-90 +701.90 +701.87.8 -701.90 +70-90 +701.90 +70'-90 +701.90 +701.90 +701.90 +70'98.9 +70190 50518" +/•69.3 +1.54.3 +70/•90 +70/-90 +181.4 +701-90 +701.9D +70/-90 +7d90 +701.90 +701-83.2 +701-90 +TO'•90 +701.90 +70'•90 +70/•89.2 +70/-90 +701.90 +70'-84.3 +701.90 60" +/•58-5 +l-45.8 +701-64.7 +701-90 +/-51.8 +701•81.2 +701.90 +701.75.9 +70•-90 +701-89.8 +701-70.2 +70l-90 +70/-80.3 +701.78.6 +70'-W +701.752 +70/-90 +701-90 +70'-71.2 +701-90 83" +/55.7 +1-43.0 +701.80.7 +70'-89.5 +IA9.3 +TO'-77.3 *70/90 +70'-723 +70'-9g +701.85.3 +/-66.9 +701.90 +701-76.5 +701-74.9 +70'-90 +701.71.6 +701-90 1 +701.005 +/-67.8 +701.90 TART a - Design Pressure (psQ for Windows Attached to a Horizontal Frame Assembly Tube R Window Width under 23' 25-15f16' 27-3f4' 30' 331/2' 35' 37' Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group AB All All All B A,C&D A B CBD A B C&D under23' +701-90 1 -701.90 +701-90 +70190 +70/-82.1 +701.90 +701.90 +701-78.5 +70/-9D -701.90 +701-74.3 +701-90 25-IVIV +70f90 1 +701-90 +70190 +701-90 +701-90 +701.90 +701.88.8 +70/-90 +70/40 +70/94 +701-90 +701-90 38,V8' +70190 +70f•90 +70190 +701-90 +70190 +7N-90 +70190 +70190 +70140 +701-90 +701-90 +70/-90 qr 48' +701-90 +701.90 1 +701-90 +701-90 +701-90 +701.90 +701.90 +70190 +70/.90 +70190 +70/.90 +70190 WV8' +70190 -701.90 .701.90 +701.90 +70/-90 +701-90 +701-90 +701.90 +101.90 +70/90 .701.90 +701.90 60' +701-90+70/-90 +701•90 +70/-90 +701.90 +701.90 +70/-90 +701-90 +701-90 +70190 +701.90 +701-90 By +701.90 +70190 +70/-90 +701-90 +701.90 +70/•90 4701.90 +70190 +70/-90 a0f-90 +70/•9D +701-90 7T +701.90 +701.90 +701.90 +701.90 +70/90 +701-90 +701.90 +701.90 +701.90 +70190 +70f90 1 +701-90 76' +701-90 +70/-90 +70/•90 +70/-9D +70/-90 +70h90 +70l-80 +70/-90 +701-90 +701-90 +701-90 +70/-90 84' +701-90 -701.90 +701-90 +701-90 +701-90 +70/•90 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. WINDOW FRAME HEIGHT ASSEMBLY TUBE 10"X. TMA ADDITIONAL F ANCHOR (4). IF REQ. �1 1 Y� I WINDOW WIDTH 5EE SHEETS 1 8, 4 FOR WNDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FRAME 10-MAX. (� ASSEMBLY I TUBE WINDOW HEIGHT J_ WINDOW ADDITIONAL f WIDTH r-- ANCHOR (4). IF RED. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. 4pPruvcd at canrpplc8 Kith Iko FlnrlJn BDo ui0 PC Code lvox.Jr hllsralD doJdue�Jt Co.1lro Bp�-� LLI IL ZE F� C9 08 Z 04 r r- J o a `o LU W o Q � Z Y y a w Z L1J yU3 aQ o-� AA 0 LL r� �2 Z O ti U \ \!•......... 7�i�� NO.5B705Ck- _ --0 : 3fl : w_ STATEOF �iOT� '• ;FCORIOP;.•' 0?" A. LYNN MILLER, P.E. TARI P Sn- Item Description Material 1 1 7002 1 Main Frame Head, Sill & lamb 6063-TS Alum. 2 1 7071 IAnchcrPlate 6063-T6Alum 3 7003 Sash Top, BottOm &Side Rail 6063-TO Alum 4 7008 Frame Corner Key Steel 5 7009 Sash Corner Key Steel 6 7078 Frame Gasket Vinyl Foam 7 7072 Sash Corner Gasket Vinyl Foam 8 7070 Bulb Weatherstri .187" x.275" Flex PVC 70 10 7024 Maxim Multi -Point Lock Steel 11 7016 Lock Sup ortPlate Steel 12 7014 Multi -Lock Keeper Steel 13 7013 ITle Bar Guide Nylon 14 1 7015 ITle BarAssembly Steel or SS 15 1 7028 Maxim Dyad Operator, W Wa24" Steel U61 7027 Maxim Dual Arm Operator, W W>24" Steel 17 7030 O eratorGasket VinyiFvam 18 7031 Operator Backing Plate Steel 19 7051 Operator Spacer Block Nylon 20 7032 Stud Bracket Steel 21 7033 O eratorTrack & Slider Dual Arm Steel 22 7023 Egress Hinge (HeavyDuty),Manuf.byTruth Steel 23 7050 Egress Hinge/Washable (HD), Manuf. by Truth Steel 24 Snubber, Anti -blowout Clip Steel 31 Dura Seal Spacer Steel 32 1713 Setting Block 5/32"x311V'x1-1/4" EPDM 33 1714 Setting Block 5/32"x716"x1-1/4" EPDM 35 7036 Lam[ Bead 8 6063-TB Alum. 36 7042 Laml Bead C 6063-T6 Alum 37 7059 Laml Bead D 6083-T6 Alum. 38 1224 Vinyl Bulb Wst Thick Flex PVC 70 39 1225 Vinyl Bulb Wst Thin Flex PVC 70 50 Dow 899Silicon Backbedding 60 7006 Screen Frame 3105-1-114 Alum. 61 7040 Screen Corner Key Polypropolene 62 Screen Cloth Fiberglass 63 1635 Screen Spline EM. PVC 64 320 Screen Spring Stainless Steel 70 134 Add -on Flange 6063-T6 Alum. 71 1 7004 Frame Ass Tube 6D63-TB Alum. 80 1 INS-32x 1/2" Ph. Pn. Mach. ScrTYPE B Stainless Steel 81 1 1157 INBx 1/Y' Ph. Pn. SMS Stainless Steel 82 08x5/8" FI. Ph. SMS Stainless Steel 83 #9x 7/8" Fl. Ph. SMS Stainless Steel 84 #8 x 1" Fl. Ph. TEK Stainless Steel 85 #8x 1" Quad Pn SMS Stainless Steel 86 #8X2-112"Quad PnSMS Stainless Steel 87 #lox 1/2" Ph. Pn•/TEK Stainiess Steel 89 1110.24x 9/16" Ph. Pn. TYPE F Stainless Steel 90 IN12x 1" Ph. Pn. TEK Stainless Steel ASSEMBLY DETAILS A AE 7 �0"y � ��DN LYNN "ii 4 * ' No. 58705 . 0�.,.•' FTATE OF A �N� A. LYN�1 ILf:ER. P.E. P Pa SR]n5 062" 1 NOM. Lp -473-4' 2.919' T .439' I .062` NOM. 1.159` (� 2.784' 2.139' OFRAME HEAD, SILL & JAMB #7002, 6063-T6 1 1.356' 1T U .441' .095' J j 2 ANCHORPLATE #7071,6063-T6 708' .050' .865• T 35 BEAD B #7036, 6063 T6 I— ,1727 .870'J(__II .050' t-- .669' 37 BEAD D #7059, 6063-T6 or "Iceffl, 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 CERT. OF AUTH. #29296 3 SASH TOP, BOTTOM & SIDE #7003, 6063-T6 .040" 1�.000, .423' --►1 Imo—+ FIXED I BO SCREEN FRAME #7006, 6063-T6 .523' .050' .865' !� 7 36 BEAD C #7042, 6063-T6 Revision: --� 1.124- r•+— .126' 2.701' .062• 871 093' FRAME ASSEMBLYTUBE #7004, 6063-T6 .093' .093" lO ADDON FLANGE #134, 6063-T6 41)p■oV0d ar oomplyja2 rvlth rDv Florida Ouldln cod Dalr { t¢OAil l _ p7�,ro{Q adede url Coptrol BOM AND CORNER VIEWS I J ROSOWSKI I 'EMENT WINDOW DETAILS - LM & SM 08/08/12 TWO. Scale: Sheet: - Orowinq No. Rev: CA-740 NTS 10 OF 10 MD-CA740-LM 7 MIAMI-MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175 2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315 2599 NOTICE OF ACCEPTANCE (NOA) inyy.mixmidade.Qov/development/ PGT Industries 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA- 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. PERA 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 "FD-101" Outswing Aluminum French Door w/ wo Sidelites - L.M.T. APPROVAL DOCUMENT: Drawing No. 110058-1, titled Series "Alum. French Door & Sidelites, Impact", sheets 1 through 10 of 10, dated 02/22/07 with revision "D" dated 08/14/12, prepared by manufacture, signed and sealed by Lynn Miller, P. E., bearing the Miami -Dade County Product Control Section renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or 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 and renews NOA No.11-1013.22 and consists of this page 1 and evidence pages E-1, E-2 and 1-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 12-0516.02 ,,. Expiration Date: O t e; Approval Date: August 30, 2012 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS. 1. Manufacturer's die drawings and sections. 2. Drawing No.110058-1, titled Series "Alum. French Door & Sidelites, Impact", sheets 1 through 10 of 10, dated 02/22/07 with revision "D" dated 08/14/12, prepared by manufacture, signed and sealed by Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked up drawings and installation diagram of an Aluminum outswing French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6864, dated 04/02/12, signed and sealed by Marlin D. Brinson, P. E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an Aluminum outswing French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5212, dated 05/05/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 07-0629.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007 and FBC 2010, prepared by manufacture, dated 10/11/11, signed and sealed by Lynn Miller, P. E. (Submitted under previous NOA No. 07-0629.10) 2. Glazing complies with ASTM E130042/ 04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 114624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on,12/11/16. 2. Notice of Acceptance No. 114325.05 issued to Solutia, Inc, for their "Saflex and Vanceva clear and color interlayers" dated 05105111, expiring on 05/21/16. 5;WJahne D. Gascon, P. Product Control Section Supervisor NOA No.12-0516.02 Expiration Date: October 18, 2017 Approval Date: August 30, 2012 E-2 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and complying with FBC -2010, issued by manufacture, dated 05/14/12, signed and sealed by Lynn Miller, P..E. 2. Statement letter of no financial interest, issued by manufacture, dated 05/14/12, signed and sealed by Lynn Miller, P. E. 3. Laboratory compliance letter for Test Report No. FT"864, issued by Fenestration Testing Laboratory, Inc. dated 04/02/12, signed and sealed by Marlin D. Brinson, P. E. 4. Proposal issued by Product Control, dated 02/15/12, signed by Jaime D. Gascon, P. E. 5. Laboratory compliance letter for Test Report No. FTL-5212, issued by Fenestration Testing Laboratory, Inc. dated 05/05/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 07-0629.10) G. OTHERS 1. Notice of Acceptance No. 11-1013.22, issued to PGT Industries, for their Series "FD7101 Outswing Aluminum French Door w/ wo Sidelites — L.M.I.", approved on 11/23/11 and expiring on 10/18/12. c Jaime D. Gascon, P. Product Control Section Supervisor NOA No.12-0516.02 Expiration Date: October 18, 2017 Approval Date: August 30, 2012 E -- 3 NOTES: OLITSWING IMPACT FRENCH DOOR(S) AND SIDE LITE 1. GLAZING OPTIONS: A. 318" LAM] NOM. (.402") CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. B. 3/8" LAMI NOM. (.402") CONSISTING OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. ;I C. 7/16" LAM[ NOM. (.465") CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OR DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. D. 7/16" LAMI NOM. (.465") CONSISTING OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. E. 13/16" LAMI IG NOM. (.840") CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS, 1/4" AIRSPACE, (1) LITE OF 118� HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-04. I!I \ B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-04. 3. CONFIGURATIONS: N. P. XX, XO, OX, XXO, OXX, OXO, AND OXXO. 4. ANCHORAGE: THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: QTEST REPORTS FTI- 4964, 5212 & 6864; ELCO ULTRACON NOA: 11.0406.01, 12-0126.09; ANSI/AF&PA NDS-2005 FOR IIVOOD CONSTRUCTION AND ADM-2005 ALUMINUM DESIGN MANUAL. 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) NOA DRAWING MAP TOPIC SHEET GENERAL NOTES ............ 1 CONFIGURATIONS ...........1 GLAZING DETAILS ........... 1 DESIGN PRESSURES...... 2 ELEVATIONS .................... 3 VERT. SECTIONS ............. 4 HORIZ. SECTIONS ........... 5 PARTS LIST ...................... 6 EXTRUSIONS ................... 6,7 ANCHORAGE .................... 8-10 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR GLASS ABBREVIATIONS CONNECTION: AN. = ANNEALED A. THE LOWER DESIGN PRESSURE FROM TABLE 1.OR 2. PREVAILS. HS. = HEAT -STRENGTHENED B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TP. = TEMPERED TABLE 1., SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITI-M 22 REINFORCEMENT. EXTERIOR a .090 PVB INTERLAYER (DUPONT BUTACITE OR BITE 3/8" NOM. GLASS STACK 3/8" LAMI NOM. GLAZING OPTION A OR B, NOTE 1 .a (DU BITE 1. uuwsa o [ACK 7/16" LAMI NOM. GLAZING OPTION C OR D, NOTE 1 ❑u' RENEWED a "wd, lha Florid0 Y 04 � 0 a v 0 F- Oco a o d O o C) W LLI LU a. -i =1 W } O of CDO �z Q LU Z 0LU F- W 0 Q Z Z Q Z LU LLL CD Q N H U. 0 Z Q , m 90 ® �mN 74 N N FM S BITE � n � � o�'x� EXTERIOR z z0 a �iax � 1/4"AIRSPACE oZ 3/16" HS. 3/16" TP. GLASS GLASS .090 PVB INTERLAYER 1/8" HS. GLASS. �� (DUPONT BUTACITE) m 13/16" NOM. n GLASS = : h _w g: Q STACK = d �j 'd o: Zg r, �.i z N4; O_=`za 13/16" LAMI IG NOM.co,� GLAZING OPTION E, NOTE 1 ',y� •••• pF`O; TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS APPROVED CONFIGURATIONS: X, XX, O, OX, XO, OXO, XXO, OXX & OXXO (FOR DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE LITE CONNECTIONS DOORS WITH GLASS TYPES A, B, C, D OR E HEIGHT X WIDTH XX WIDTH 68 - 79 314" 70- 83 3/4" 87 3/4" 1 91 3/4" 1 80 - 95 3/4" 3° 37 101 g° 71 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 O WIDTH SINGLE SIDE LITES WITH GLASS TYPE A 27 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 361/8" +75.0 -75.0 +75.6 -75.0 +71.4 -71.4 +67.6 -67.6 +64.2 -64.2 36 3/4" +75.0 -75.0 +74.9 -74.9 +70.4 -70.4 +66.6 -66.6 +63.1 -63.1 O WIDTH SINGLE SIDE LITES WITH GLASS TYPES B, C, D OR E 36 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR /SIDE LITES ONLY APPROVED CONFIGURATIONS: OX, XO, OXO, XXO, OXX & OXXO (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE LITE CONNECTION GLASS TYPES A, B, C, D OR E HEIGHT X WIDTH XX WIDTH ge _ 79 3/4" 1 70 - 83 3/4" 1 87 3/4" 91 3/4" 80 - 95 3/4" 2° 251/2" 40 47 3/4" +58.6 -68.6 +55.4 -55.4 +52.4 -52.4 +49.8 -49.8 +47.4 -47.4 271/2" 51 3/4" +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +46.5 -46.5 +44.3 -44.3 29 1/2" 55 3/4" +51.7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.8 -43.8 +41.6 -41.6 50 59 3/4" +49.0 -49.0 +46.2 -46.2 +43.6 -43.6 +41.4 -41.4 +39.3 -39.3 2e 33 1/2" 54 63 3/4" +43.1 -43.1 +43.1 43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 351/2" 67 3/4" N-34.01+34.01-34.0 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.6 -35.6 30 37 112" 60 71 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 O WIDTH GLASS TYPES A, B, C, D OR E 10 3/4" +75.0 -75.0 +75.0 -75,0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 12 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 SINGLE 19" +72.4 -7.2.4 +68.5 -68.5 +65.0 -65.0 +61.9 -61.9 +59.0 -59.0 SIDE LITE 21 3/4" +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 27 3/4" +52.9 -52.9 +49.9 49.9 +47.2 -47.2 +44.7 -44.7 +42.6 -42.6 361 /8" +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +35.2 -35.2 +34.4 -34.4 36 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 NOTESI 1. GLASS TYPES: A. 3/8".AMI (1/8"A, .090 PVB, 3/16" HS) B. 318" AMI (1/8" HS, .090 PVB, 3/16" HS) C. 7/16 LAMI (3/16" A, .090 PVB, 3/16" HS) D. 7/16LAMI (3/16" HS, .090 PVB, 3/16" HS) ® E. 1311 1- LAMI IG (3/16" TP, 1/4" AIRSPACE, 1/8" HS, .090 PVB, 311V. HS) 2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX. X/XO WIDTH = 73.1/2" MAX. O WIDTH = 1 973 'MAX. 0/OXX WIDTH =107 3/4" MAX. XXO WIDTH =143 3/4" 3. SINGLE DOORS 33 5/8" WIDE OR OVER AND THE OPERABLE PANEL.OF DOUBLE DOORS 641/8" WIDE YR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC. NPRROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. 4. DESIGq PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. 5. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30" WIDE x 90" HIGH SINGLE DOOR WITH 29" SIDE LITES DESIGN PRESSURE = +67.6 / -67.6 PSF EX. B FROM TABLE 1. OXXO WITH GLASS TYPE A 68" WIDE x 85" HIGH DOUBLE DOOR WITH 361/2" SIDE LITES DESIGN PRESSURE = +70.4 / -70.4 PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 30".WIDE x 87 3/4" HIGH SINGLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE = +43.6 / A3.6 PSF EX. D FROM TABLE 2. OXXO WITH GLASS TYPE C 63 3/4" WIDE x 80" HIGH DOUBLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE = +43.1 I -43.1 PSF 6. FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E-E, SHEET 5 FOR REINFORCEMENT DETAIL. lYlll. ::: ••v!!la Y � V, U Eo a a p 0 ^' W ~ J W LU W rnrn F- U 0 0 W 0 W 'o 2 ❑ W Z �a a Z w LL 21 a NW 0 j i= a O 0 ILL t1 ♦♦``\�� 1 � ♦ * 1 !1r r l "/" �7v 1;p N °; O_ 5S u#1. �co ill llllllll\\,�� 731/2" MAX. --- _ 36 3/4" MAX SEE NOTE 4 OX OR XO 37 1/2" �A MAX. 95 3/4" 49 MAX. HT. 109 112" MAX. 36 3/4" SEE NOTE 3 36 314" MAX. ~� ��— MAX. 49 103 E E Ef' lE 0 X 0 SEE NOTE 4 ---" OXO —71 314" MAX. 24 9/16" MAX. DLO (TYP) -SEE NOTE4 L —36 3/4" — MAX 33 5/8" MAX. 36 3/4" —143 3/4" MAX. 36 3 - 1 IIIIII''�������''" MAY—f'--SEE NOTE 3— —1-- MAY . 1 SEE NOTE 4 49MA 41 (T E O \�XA 9 X INACT E 0 OXXO 41 SEE NOTE 4 95 3/4" MAX. (TYP-) 84 3/8" MAX. DLO (TYP.) DOOR DLO HEIGHT = HEIGHT-11 3/8" DLO WIDTH'X' = DOOR WIDTH-1215/16' DLO WIDTH XX' = DOOR WIDTH/2 -11 5/16" 1F SIDE LITE DLO HEIGHT = HEIGHT -11 3/8" DLOWIDTH =WIDTH-31/8" XX o O NOTES: 41 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3. SIDE LITES OVERLAP'X' AND'XX' DOORS BY 3/4" WHEN ASSEMBLED TO MAKE 'XO','OX', 'OXO'XXO','OXX' AND'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY SHEET 2). 5. CLEAR OPENING FOR'X' AND'XW DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.646) ()X' DOOR = DOOR WIDTH/2-4.079) Florida N 04 o /4' X. Q U 10 W F I' J co 0 0 oa 10 tL w z O O Q w in = i F- z czi O2 a Z to Z O W i �y o Q N g�+a W� J W. J ¢ o to ® GN N � N ��oo oz g _ z . Mu vi O; Z �4i14:Gi`ZQ JTERIOR V MR 1 1I.HL SL SECT. B-B VERTICAL INTERIOR SIDE LITE CLEAR-( SL VIEW G-G CORNER ASSEMBLY Q Y N AT HEADMAMB co 8 o` U rc AT SILL/JAMB O O — W C) o ge J _O I W O r � co sb LL 0 I z o 0 W Z E_ LLJ e 0 � W U ¢< J w Ua LL O � N Q C-1 LL W �fLx� ^3:: i RS 4: Q W 2U' Z qi 4 1 ' 49 PRODUCT RBN6WFA MAX.'XX'WIDTH uS Complying with the Florida 'J Building Code IZ-051h�/ AccePtancoNo ! ` ni D Mt Dada Product Con 1 • • �0 0 N o I' U �MAX.� at`i O O to DLO 'XX' SECT. C-C DLO 31 g vi o C 35 36 34 44 HORIZ. 46 45 ' 5 32 � zi MAX.'X' WIDTH 20 U Q o Z LL UJ Cd O W ZOO f Q U Q • Z INTERIOR U W j U • O= Q W a:Z co Z L 04 LL �MAX.� N Q LL DLO 'X' SECT. D-D0 , 46 21 5 EXTERIOR HORIZ. 67 SPACING, SAME AS JAMB ANCHOR SPACING Imo-- MAX. SL WIDTH►I W I I (SEE SHEETS 7,8 AND 9) MAX. SL IDTH �— /1 Vur 0 tL i 62 Poo-. o •°'o oZ = U MAX. MAX v rl 2� i DLO 22 SEE TABLES 1 AND 2 AND DLO 8 i NOTES ON SHEETS 1& 2 Z 66 62 62 FOR APPLICABILITY J? u 6 a z w SL SECT. E-E SL SECT. F-F HORIZ. (DOOR W/SIDE LITE) HORIZ. (SINGLE SIDE LITE) .,?�ti� .....•'��'` ITEM DWG # PGT# DESCRIPTION 1 9435 60411 FRAME HEAD 2 1010 60300 WSTP.,O-LON .190 X.375 HIGH 3 7070 67070K BULB WEATHERSTRIP .187 X.300 HIGH 4 955 7955X FLUSHBOLT STRIKEPLATE 5 938 7938X 2 PT. LOCK STRIKEPLATE B 956 79b6A FRAME HEAD STRIKEPLATE BACKING PLATE 7 7832X12FPXP #8.42 X.500 PH. FL. MS - S.S. W/SILICONE PATCH 8. 996 7099b GASKET (BETWEEN THRESHOLD &FRAME JAMB) 9 996 7099E GASKET (BETWEEN HEAD 8 FRAME JAMB) 10 952A 653301E FILLER HEAD ADAPTER 11 11000 6110DOM OUTSWING THRESHOLD 12' 1670 671670 WSTP, .350 RD FOAM FILL T-SLOT (AMSBURY#32011) 13 11004A 61100AM OUTSWING THRESHOLD CHANNEL COVER 14 11001A 411001A ACETAL SPACER .065 (INHOUSE INJECTION MOLDED) 15 11002A 411002A ACETAL SPACER .095 (INHOUSE INJECTION MOLDED) 16 11003A 411003A gCETAL SPACER .140 (INHOUSE INJECTION MOLDED) 20 915D 603 0 FRAME JAMB (OUTSWING) 27 1010 6Q300 WSTP.,O-LON .190 X.375 HIGH 22. 6608 66608M REINFORCE ENT, 1.000 X 2.750 X 0.650, 6061-T5 23 1140 78X112PSATS #8 X 1.500 PH SQ A T/S 24 1048 71048 JAMB SCREW COVER CAP 25 930 41721N STRIKE PLATE INSERT 26 1118 710X34PFA #10X.750 PH. FL. SMS 27 .7070 87070K BULB WEATHERSTRIP.187X.300HIGH 30 810D 6910 DOOR PANEL, TOP &BOTTOM RAIL 31 911E 6911 POOR PANEL, SIDE RAIL 32 917 7FRM0 HINGE'EXLRUSION 33 1178 71058FP W,B #10X.626 PH. FL SMS 34 913A 60378M TRUSS CLAMP 35 1130 6TRODA 6/16-18 THREADED ROD 36 990' 7990NUTA b/16-18 FLANGED HEX NUT 37 974A 60379M WEATHERSTRIP CHANNEL 38 7834FPT #8 X,75 PH. FL. TEK 39 997 70997 GASKET (BETWEEN PANEL HEAD/SILL &PANEL STILES) '40 1023 67924G W$TP., .187 X.250 HIGH, FINSEAL 41 928 4.1720 SLIDE OLTASSY. (INACTIVE PANEL ONLY) 42- 1145 76X12FPAW #6 X.500 PH FL SMS TYPE BDS 43 1212 7P30GG SILL DUST PLUG (INACTIVE PNL) 44 9838 6983 DOOR PANEL ASTRAGAL 1 (OUTSWING) 45 964B 6964 DOOR PANEL ASTRAGAL 2 (OUTSWING) 46 1213 6G1200K WSTP.,O-LON .190 X .200 HIGH 47 929 74UBLOK LOCK SUPPORT ASSY. (41707 & 41708) 48 1139 7634E #6 X.760 PH. FL SMS 49 882 D2P AY 2 PT. LOCK ASSY. 50 6R180FS RUBBER SLEEVE 51 . 930 41721 STRIKE PL. INSERT (INACTIVE PANEL) 52 931 7F SPX DEADBOLT STRIKE PLATE 53 1118 710X34PFA #10X.750 PH FL. SMS 54 957 70957X HANDLE STRIKE PLATE 65 1118 710X34PFA #10 X.750 PH FL. SMS ITEM WG # PGT# DESCRIPTION 60 920D 6820D SIDELITE HEADER 61 921D 6921 SIDELITE SILL fit 916E 80381 SIDELITE.JAIvIB 83 1165 781POA #8 X 1.000 QUAD PN. SMS 64 988 7898 . HEAD GASKETS (STOCKING #70998) ' 85 999 7999 SILL GASKETS' STOCKING #70988) 66 934A 61641M SIDELITE JAMB ADAPTER 67 #12X1.000SHEETME AL SCREW 70 ; 712653K SETTIINO BLOCK, 3/32" X1/4" X 1" W/PSA, 85 +!-5 DURO. 71 71267K SETTING BLOCK, 1/16" X112" X 1" WlPSA, 85 +/� DURO. 72. 4 22A 84222 BEAD, 7/16" 73 88 6988 BEAD, 3!8" 74 . 678 64067 � BEAD; 13/16" IG 90. BDURAKI4 1/4" DURASEPiL IG•SPACER 81 . $TP248 BULB, THIN'(USED'IN EXIFtUDED BEAD) 82' 986 64988' BEAD, INTERIOR 93 ' 224 8TP247 BULB, THICK (USED IN EXTRUDEp BEAD), 65 +/.1' DURO. 84'. LAZING' SILICONE,' OW 899 OR 983 95 PVB; 3l16" HS LASS, 3/8" ' MI - 17.1 96 LASS, 3/8" :LA I.� /eHS, .90 PVB, 3/16" HS 97 .LASS, 7/16" LAMI, 3f16" A,..90 PVB; 3/16" HS . 98. :LASS, 7/18"'LA I - 9/16" HS; :80 PVB; 3/16" HS` 99 GLASS, 13116" LAMI IG - 3l16" TP, 1/4"AIRSPACE, 1/8" HS., .90. PVB, 3/16" HS' 103 OFF -THE SHE DEAD.BOLT LOCK PRODUCE RENEWED wMPlyin6 with the FIOdS �•0 Dowdine Code Acccptenca No fix Miaoti ndeptoductCon ® Y r 0 o U 'd• EL 7 ® 0 M to ®� Woo ® J F LU o_ to LL a O ® z °O � 0 0 U Z H 504-+ Q JLu LL o 360 a Q 055--ft -� Q N LL 13 OUTSWING THRESHOLD D_ CHANNEL COVER 6063-T6 l $ 1.000 .�....... .650�I .125 OTUBE MULL ` z: m o: Z _rc g 22 6063 T5 J u o tp N: O =2 J pvp 1.750-►-� 4.626 4.000 062 -1.750 4.726 4.100 062 DOOR PANEL DOOR PANEL 30 TOP & BOTTOM RAIL 31 SIDE RAIL 6063-T5 6063-T5 3�-655 3.111 � 1.500 .12� �. 550 1.400 OFILLER HEAD ADAPTER 1 Q 6063-T6 L.750 34 TRUSS CLAMP 6063-T5 �+--3.000-1 1.272 1.479 10 050- OFRAME HEAD 6063 T6 ,050 .079 1.489 489 3..000----1 11 OUTSWING THRESHOLD 6063-T6 DOOR OANEL 44 INTERIOR ASTRAGAL 6063-T5 �-•-1 F4-.558 .683 050 73 3/8" GLAZING BEAD 6063-T5 3.100►{ 1 5.459 6.085 0715 .750 AA 3.100------ 60 SL HEADER 6063-T6 750 - 4.726 32 4.400 CDOOR PANEL 45 EXTERIOR ASTRAGAL 6063: T5 1--.525 683 .050 7/16" GLAZING BEAD 72 6063-T5 i 61 SL SILL 6063-T6 r1.4801 3.000 .050 LL--jF 20 DOOR FRAME, JAMB 6063-T6 1.578 -� .890 050 3.000 62 SL JAMB 6063-T6 -�{ .830 2.980 .050 SLJAMB 66 ADAPTER 6063-Te I 62 .050 0 .250 --y �- 37 WEATHER STRIP CHANNEL 6063-T5 0.376 1 2.12� .125 32 HINGE 6063-T5 k h-.172 050 .683-�1.092 1- 74 IG GLAZING BEAD 6063-T5 co � 0 0 O c O FI- U J W T (A U. ors � O M 'in O U ❑F U �Z N Z Z O LU V5 L o LL - o:z_;� - Y2O Z d • • cam` i y� HEAD I ZONE "C"__i O X O N N SILL ZONE "C" SEE TABLE 3., SHT. 9 �_ZHEAD O E"U' HEAD I ZONED"-1 Q O XX p N N �ZONE"D" I ZONELD"~ SEE TABLE 4., SHT. 9 HEAD F ZENE-}— HEAD ZONE"F"�Z HEAD ENE-1 0° m OXO N N N SILL SILL }-ZONE )—ZONE "F°4ZO SILL E-{ E" SEE TABLE 7., SHT. 9 "E" HEAD ZONE "E"__l m O N m SILL ZONE "E" SEE TABLE 5., SHT. 9 HEAD HEAD ZONE "D" ZONE "F"TZ ENE J _XXO OR OXX z N m SIL �,7NEI°D"ZONE" SILL 42S)I LL EI m Z N to a uoen uenn a o0 z XO OR OX o N N SILL SILL j ZONE "D"ZONE "E" SEE TABLE 6., SHT. 9 HEAD Z ENE ncnr :—ZONE "F"ZONE nano "F"�Z ENE m OXXO w z N m }-ZONE-- SILL " I SILL — -ZONE- ® „E„ ZONE F ZONE F „E„ SEE TABLE 7, SHT. 9 EXAMPLE OF ANCHORAGE FOR A 71 3/4" x 83 3/4" 70C DOOR, WITH 19" x 83 3/4" SIDE LITES (SEE SOLUTION AT RIGHT) NOTES: 1. APPROVED ANCHOR TYPES ARE: 1. 1/4" ELCO TAPCONS 2. 1/4" ELCO SS4 CRETE-FLEX MASONRY ANCHORS 3. #12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS (ALL): 131/4" MAX. FROM CORNERS AND 231/8" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8" MAX. O.C. HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24 3/4" MAX. O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. SEE TABLE 7., SHT. 9 x = MINIMUJAMB ANCHOR LOCATION. - = ADDITIONAL JAMB ANCHOR LOCATION, EQUALLY SPACED AS REQUIRED PER TABLES 3-7 ON SHEET 9. EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A.19" x 83 3/4" SIDE LITES "B" AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; B. 71 31.4" x 83 3/4" XX DOOR ZONE "F"ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2+5+5+2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. ' o = ANCHOR LOCATION FOR EXAMPLE ABOVE A ltding Code 1I7 mptenw No J L i¢ Data - D¢de Product C� 04 O o O n In LL Go o it 1° OD s FU-- �z U z w LL o LL Q 4 o z vi n l �a 3' g : J z Oz q `2W I...... .... . a �� 'rr w TABLE 3. 11 _ APPROVED ANCHOR TYPES: 1.1l4" ELCO TAPCONS 2.1l4" ELCO SS4 CRETE-FLEX MASONRY ANCHORS 3. #12 SCREWS (G5) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. = PRODUCE R5N8tN6D ®complying with the Florida Building Code ttn 51 AeceptenceNo ! 4� �4 Bx t tDat Mi Dade Product Can 1 X DOORS Q TABLE 4. XX DOORS � TABLE 5.O SIDE LITE ® TABLE S. in LLI 55 0 7 cv p 1 O .W.1 Q F- W N 0 J C'1 Q' O U Q x U G7 J 0 Tn aS 0 O 0 W � 4� 0 o W W }a F C9 Lu p 0_ LL- O W to Z z O z� �LL Q N 0 ® �NAN yrrX^�Sig Odic! do a n oz m M o ``ttt 1111111�1j' :w o Tw a 2f. r W �RE `u:cj �. ti ' •........ • p �. �lulnitt�`� V .� i XO & OX Q TABLE 7.OXO. XXO, OXX (ALSO X DOOR OF XO & OX) & OXXO � GLASS TYPES A. B. C, D, E GLASS TYPES A, B, C, D, E GLASS TYPES A. B, C. D, E GLASS TYPES A, B. C, D, E GLASS TYPES A. B. C, D, E ANCHOR TYPE ANCHOR TYPE ANCHORTYPE ANCHOR TYPE ANCHORTYPE 8 SUBSTRATE 2,3, WOOD 1,2, CONC g, SUBSTRATE 2,3, WOOD 1,2, CONC g SUBSTRATE 2,3, WOOD 1,2, CONC g SUBSTRATE 2,3, WOOD 1,2, CONC g SUBSTRATE 2,3, WOOD 1,2, CONC DOOR WIDTHS LOAD ZONES DOOR WIDTHS LOAD 70NES WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES "k' - 25.50 � � ")OC' - 47.75 w w "O" - 10.75 x' - 25.50 "k' - 25.50 TO 37.50 TO 71.75 � � TO 36.75 TO 37.50 TO 37.50 i� r< b d Ia. E] LL LL YJ IL 41 W YI W IL W� loll � W � L. � J� J� ^ N�w� Q v,a "%k'-47.75 J J Nw a a 9y yw (n < af_af_ =33.�a, m a _fa =3=3 < � a � m a m 8 � ¢ E TO 71.75 SIDE SIDE uga u'7 u�a F- OX x x � ttu � H LITE LITE WIDTH x HT. X x x 3 x >< X 3 WIDTH x HT WIDTH x HT. O O O O WIDTH x HT. O O X X O O X X WIDTH x Hi. `25.50 x 79.75 6 2 7 14121 3 47.75 x 79.75 4 3 6 4 2 3 70.75 x 79.75 4 1 4 1 10.75 x 79.75 4 2 � 4 2 10.75 x 79.75 4 2 4 2 83.75 83.75 83.75 2� 83.75 5 2 7 4121 3 5 4 7 4 2 3 4 1 4 1 4 2� 4 4 2 4 2 87.75 87.7bS 87.75 87,75 K 2 K 87,75 4 2 p p 5 2 7 4 2 3 4 7 4 2 3 4 1 4 1 2 4 4 2 81.75 91.75 81.75 91.75 2 0 2 0 91.75 5 2 7 4 2 3 5 4 7 4 2 3 4 1 4 1 4 4 2� 4 2 95.75 95.75 95.75 95.75r4 K LL 2 � 2 LL 95.75 p p p q 6 2 7 4 2 3 5 4 7 4 2 3 4 1 4 1 2 4 4 2 4 2 27.50 x 79.75 5 2 7 4 2 3 51.75 x 79.75 5 4 7 4 2 3 12.75 x 79.75 4 2 4 2 12.75 x 78.75 4 2 4 12.75 x 79.75 4 2 4 2 5 2 4 2383.75 4 242 4 2w 4 22 83.75 83.76647 83.75 2�83.754 87.75 87.755474 2m87.7542Q.4 Q 5 2 M42 2 387.75 424287.75m 4 2 91.75 91.75 281.75 6 2 54742 381.75 4491.76 4 24 4 24 295.7682 95.75 95.75 95.75 0 LL 2 � 2� 95.75 a LL LL 8 4 7 4 3 b 4 2 4 2 4 2 4 4 2 4 2 29.50 x 79.75 5 2 8 14121 9 55,75 x 78.75 5 4 7 4 2 3 19.00 x 79.75 4 2 4 2 19.00 x 79.75 4 3 4 19.00 x 79.75 4 3 4 2 83.75 83.75 83.75 83.75 w 2 w 83.75 W W 5 2 8 14121 3 5 4 7 4 2 3 4 2 4 2 4 3 4 4 3 4 2 87.75 87.75 87.75 87.75 4 3 F 2 F 87.76 p' p 6 2 8 4 2 5 6 4 7 4 2 3 4 2 4 2 4 4 3 4 2 6 2 8 4 2 5 8 4 7 4 3 5 4 2 4 2 4 4 3= 4 2= 91.75 91.75 97.75 81.75 4 3 Z 2 Z 81.75 95.75 95.75 95,75 95.75 4 0 2 0 95.75 Q Q 8 2 8 14121 b 6 4 8 4 3 5 4 2 4 2 4 3 4 2 31.50 x 79.75 5 2 8 14121 3 59.75 x 79.75 6 5 8 4 2 3 21.75 x 79.75 4 2 4 2 21.75 x 79.75 4 3 4 21.75 x 79.75 4 3� 4 2� 83.75 83.75 83.75 83.75 4 3 u� 2 � 83.75 W LL 8 2 8 14121 5 5 5 8 4 2 3 4 2 4 2 q 4 3 4 2 87.75 87.75 87.75 87.76 w 2 w 87.75 .f d 6 2 8 4 2 E 8 5 8 4 3 5 4 2 4 2 4 3 4 4 3 4 2 91.76 91.75 91.75 81.75 5 3 � 2 � 81.76 p p 6 2 8 4 2 5 6 5 6 4 3 5 5 2 4 2 4 5 3 4 2 95.75 7 2 10 4 2 5 95.75 6 5 8 4 3 5 .95.75 5 2 4 2 95.75 5 3 � y 4 2 � 2 y 95.75 5 3 W m 4 2 w m 33.50 x 78.75 6 3' 8 4 3 3 63.75 x 78.75 5 5 8 4 2 3 27.75 x 79.7b 5 2 4 2 27.75 x 79.75 5 3 4 27.75 x 79.75 5 3 4 2 83.75 83.75 83.75 83.75 Z 2 z 83.75 F 6 3 8 4131 5 6 5 8 4 3 5 5 2 4 2 5 3 4 5 3� 4 2 (I 87.75 87.75 87.75 87.75 5 3 a 2 G 87.75 6 3 8 4131 5 8 5 8 4 3 5 5 2 4 2 4 5 3� 4 2� � 91.75 91.75 91.75 91.75 W 3 w 91.75 7 3 10 4 3 5 6 5 8 4 3 5 6 2 4 2 8 3 4 6 3� 4 3 7 3 70 4 3 5 7 6 10 4 3 5 6 2 4 2 6 3 4 6 3 4 3 95.75 95.75 95.75 95.75 CO � 3 m 3 Ea•' 95.75 W W 35.50 x 79.75 8 3 8 4 3 5 87.75 x 79.75 8 5 8 4 3 5 38,13 x 79,7b 8 3 4 3 36.13 x 79,7b 6 4 4 38.13 X 79,7b 8 4� 4 3 83.75 83.75 83.75 83.75 6 4 �p 3 p 83.75 Z 8 3 8 4 3 6 6 5 8 4 3 5 6 3 4 3 4 6 4 4 3 87.75 87.75 87.75 87.75 7 5� 3 W 67.75 6 3 8 4 3 5 6 5 8 4 3 5 7 3 4 3 4 7 5� 4 3 91.75 81.75 91.75 91.76 7 5 p 3 p 91.75 K 7. 3 10 4 3 6 7 8 10 4 3 5 7 3 4 3 4 7 5� 4 3 95.75 95.75 95.75 96.75 7 5 V ¢ 3 v Q 95.75 Q Q 7 3 10 4 3 5 7 6 10 4 3 5 7 3 4 3 4 7 b= 4 9= 37.50 x 79.75 8 3 8 4 3 5 71,75 x 79.75 6 5 36.75 x 79.75 8 3 4 3 3.75 x 79.75 6 4 43 36.75 x 7975 6 4 4 3 83.75 83.755 83.75 83.76 6 4�3�83.7584w w87.757310 8 3 8 4 35 6 3 4 3 4 3 4 3 5 8 5 M43 T 3 4 3 3�91.7573 87.75 87.75 87.75 7543�87.75754 91.75 91.75 10 4 3 5 7 6 7 391.757543y91.75754 3 95.75 95.75 95.75 95,75 7 5� 3� 95.75 7 310435 7 6 7 3 4 3 4 7 5 4 3 f l A 2X WOOD BUCK, NOTE 2 3.4 KSI MIN. CONIC. - I..._1 3/4" 1 314" I MIN E.D--'WIN E.D. I 2X WOOD 3.4 KSI MIN. CONC. BUCK, NOTE 2 l 1 X WOOD BUCK, NOTE 2 1 3/8" MIN. �1/4" MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 �.- 1 3/4" ►I-1 3/4' MIN. E.D. 1 Dllt•}.. 4, !r • .�• 1 3/8" TYPE 1 1 3/4" TYPE 2 o o 1/4" MAX. SHIM EXT CONC. ANCHOR, NOTE 1 LITE HEAD (CONC) -►j 1 1/4" TYPE 1 OR 2 (CMU) 1 3/8" TYPE 1 (CONC) sty i.i . T 1 34' TYPE 2 (CONC) +,.•, y:r.'• :MIN. E.D. CONC { :;:', ANCHOR, ! +, NOTE 1 ANCHOR r�. :y: ;•�;. ON WOOD 1.5 KSI MIN. CMU OR STAGGERED O ANCHOR, ` :; ti' 3.4 KSI MIN. CONC. CENTERS, ? r {. 1 3/4" MIN. E.D. NOTE 1 1 3/4" MIN. E.D. TYPE 2X WOOD 1X WOOD BUCK, 2 OR 3, •N. y EXT. 1.5 KSI MIN. CMU OR 2X WOOD EXT. NOTE 1 •••.:.*.R• 1 BUCK, NOTE 2 NOTE 2 3.4 KSI MIN. CONC. BUCK, NOTE 2 1X WOOD BUCK, NOTE 2 EXT. DOOR JAMB (WOOD) DOOR JAMB (CONC) SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) WOOD ANCHOR TYPE 2 CONC. ANCHOR, LgOR NOTE 1 NOTE 1 WOOD ANCHOR, TYPE 2 OR 3 NOTE i CONC. ANCHOR, NOTE 1 1X WOOD EXT. BUCK, NOTE 2 EXT. SHIM EXT. EXT. NOTE 3 MAX. 4/4" MAX • 1/4" MAX. SHIM _I! SHIM 'MAX. SHIM 1 3/8" TYPE 1 1 3/8°MIN. ? '.'.'1 3/8" MIN. 00 r•..r' �•�'r.: 13/4"TYPE2 0 0 ...:• • ^. ;•'.i :' :::;. ;•.s. ::f.. �:a, 'n•, �':-73/8"TYPE 1 3.4 KSI MIN. ; i • ;'•,� 3/4" TYPE 2 M3� 4 KS{ MIN. CONC. CONC. •,: `:4' " i; ' '-'.i.;.. 2X WOOD BUCK, NOTE 2 2X WOOD BUCK, NOTE 2 I� 1 3/4' -.-I DOOR SILL (WOOD) DOOR SILL (GONG) SIDE LITE SILL (WOOD) MIN. E.D. NOTES: SIDE LITE SILL (CONC) 1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4" TAPCONS EMBEDDED 1 3/8" MIN. (TYPE 1) OR 1/4' SS4 CRETE-FLEX EMBEDDED 1 3/4" MIN: (TYPE 2). THE MINIMUM DISTANCE FROM•CENTER OF ANCHOR TO CONCRETE EDGE IS 1 3/4". FOR WOOD INSTALLATIONS USE #12 SCREWS, G5 (TYPE 3) OR ELCO 1/4" SS4 CRETE-FLEX ANCHORS EMBEDDED 1 318" MIN. (TYPE 2). 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. 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 THE AUTHORITY HAVING JURISDICTION (AHJ). 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT (3400 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. MAX. SHIM WOOD EXT ANCHOR TYPE 2 OR 3, NOTE 1 DOOR HEAD (WOOD) 1 3/8" 1/4" MAX. SHIM MIN. WOOD ANCHOR ON 6-- STAGGERED 20R3, NOTE 1 1 3/8"TYPE 1 1XWOOD BUCK, NOTE 2 ° , i F' : + :j;' 1 3/4" TYPE 2 •S � o 0 —1/4" MAX. EXT. SHIM CONC. EXT. ANCHOR, NOTE 1 DOOR HEAD CONC 1 1/4" TYPE 1 OR 2 (CMU) (CONC) 1 3/8"TYPE 1 (CONC) SIDE LITE HEAD (V 1/4" MAX. 1 3/4" TYPE 2 (CONC) SHIM 1/4" MAX. SHIM f +..f••': •1 3 MIN. E.D. 1 3/8" MIN. CONC. )OD) S 1/4" MAX. SHIh with the Flarms 19 -nc 04 Q F- oo 0. CD € � do W �- J 0LL 0 F- O LU J Q OLU 2 W Z z In w NLL o a. p Z Z Q 63 ILL r 0 Q �Q N rn ® GN WN � X99 Jay O o oZ = • a �lv/ o z..00:Q_ � z -ur 0• z- v o N o zw • � z oy�Nb N Monday, Sep 09, 2013 10:40 AM .