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WS-15-571Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Parcel Number Applicant 1700 NE 105 Street Number: 312 1122300500500 LUANN MACHEV Miami Shores, FL Block: Lot: Owner Information Address Phone Cell LUANN MACHEV 1700 NE 105 Street (305)310-5774 MIAMI SHORES FL 33138-2141 Contractor(s) Phone Cell Phone CDM WINDOWS & DOOR INC (305)267-1011 e of Work: REPLACING 4 WINDOWS of Openings: 4 iitional Info: ssification: Residential inning: 4 Fees Due Amount CCF $4.20 DBPR Fee $2.10 DCA Fee $2.10 Education Surcharge $1.40 Permit Fee $140.00 Plan Review Fee (Engineer) $80.00 Plan Review Fee (Engineer) $40.00 Scanning Fee $12.00 Technology Fee $5.60 Total: $287.40 Valuation: $ 6,605.00 Total Sq Feet: 00 Pay Date Pay Type Amt Paid Amt Due Invoice # WS -3-15-54809 04/21/2015 Check #: 12097 $ 237.40 $ 50.00 03/17/2015 Check* 12014 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building Review Building Review Building Review Structural In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction ar4gO&Ag. Futheimwq; I authorize the above-named contractor to do the work stated. 21, 2015 Authorized Signaturi: Owner / Applicant / Contractor / Agent Building Department Copy April 21, 2015 1 BUILDING PERMIT APPLICATION Miami Shores Village Y - - Building Department MAP 17 2015 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 10 Master Permit No.Als ij-S -711 Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS [:]CHANGE OF CONTRACTOR JOB ADDRESS: 10 P& i T _ff 3 )'-- ❑ CANCELLATION ❑ SHOP DRAWINGS City: Miami Shores County: Miami Dade Zia: 3 3 / 3 Folio/Parcel#: `j— Z0 -5O — 06 0 — OSoo Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): L ua IJN SCA ck w Phone#: Address: I'% OO AJ City: I�/ S h 0 Al State: /G' l ok4p a Zip: 33139 Tenant/Lessee Name: Phone#: Email: /� , / ' '�J •' 7�� ^� CONTRACTOR: Company Name: C - DW tAdb/(p%S f1?009-, d -"'f— Phone#: 7-10 � Address: 431(0 S w ?3 buk City: State: J Zip: 316s - Qualifier Name: / & U AJA5SO r Phone#: .2b 7- / 0/ Q State Certification or Registration #: Certificate of Competency #: O a las DO i0I / DESIGNER: Architect/Engineer: Phone#: Address: City: State: Value of Work for this Permit: $ ( (POS -0o Square/Linear Footage of Work: Zip: Type of Work: ❑ Addition ❑ Alteration ❑ New ® Repair/Replace ❑ Demolition Description of Work: Yi0 Pfp zrg2/"polo S Specify color of color thru tile: (� Submittal Fee $ Permit Fee $ H ( CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ C Bonding Company's Name (if applicable) old Bonding Company's Address City State Mortgage Lender's Name (if applicable) _ Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with on estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. v Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this � day of / A . 2015- , by w A - N 1►, Csor�,..c . who is personally known to - II me or who has produced R 1 %C® as identification and who did taketan oath. NOTARY PUBLIC: The foregoing instrument was acknowledged before me this t V-- day of \ lc...r 1.` , 20 t S , by �w t.1 C who is personally known to Ir- - --- - me or who has produced 2 1 -t-z— as identification and who did take A oath. NOTARY PUBLIC: Sign: Sign Print Print• Seal: �oogtl "voy^ o Notary Public 4ate of Florida Marcos J Teretes a pv� Seal: a ; Notary Public State of Fio Ma Marcos J Teretes My Commission EE 113554 My Commission EE113554 �� e �° `ort.® Expires 08/17/2015 0► o� Expires 08117/2015 p l l�;lf�lfl��7�7 (Revised02/24/2014) Plans Examiner Structural Review sdrte� �k6+A8�RW �R�kffi�Rg�BH�Y�sY�&&&�k*+E& Zoning Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 3/zr /1-5 Permit No: w S (9- 51 f Structural Critique Sheet Page 1 of 1 M` i ala V STOPPED REVIEW Plan review Is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and Include one set of voided sheets in the re -submittal drawings. Mehdi As of MAX I 12015 ° C MIA 1 ADE L�� � n DE COUNTY 0.a', R O QL SECTION DEPARTMENT OF REGULATORY AND ECONOWC RESOURCES (RER) i„ 6 et Room 208 BOARD AND CODE ADMRIUSTRATION DIVISION ; 2�0, 315-2599 NOTICE OF ACCEPTANCE OA n m 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 jurifdktion. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dada City Prddm ContR48 • • • Section that this product or material fails to meet the requirements of the applicable•$uili ing ctde,. ; •. This product is approved as described herein, and has been designed to complyNhe Florida' $uilding Code, including the High Velocity Hurricane Zone. 0000 0 0 •"• DESCRIPTION: Series "CA, --740F Fixed Casement" Aluminum Fixed Window — L.M.I -*""' • • • • • APPROVAL DOCUMENT: Drawing No. MD-CA740F LM, titled "Fixed C�Cena-�t Wni jW Details - LM" sheets 1 through i 1 of 11 dated 08/08/12 prepared b manufacturer, si & W sealed V Anthon ", > > p� Y hid � � Y ,. Lynn Miller, P.E., bearing the Miami --Dade County Product Control Approvat stdtnp with. the Notice�q£.;. Acceptance number and approval date by the Miami–Dade County Product Control Section. :""'00 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 fled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. ' NOA No. 12-1218.11 - Expiration Date: April 11, 2018 Approval Date: April 11, 2013 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No, MD-CA740F-LM, titled "Fixed Casement Window Details — LM", sheets 1 through 11 of 11, dated 08/08/12, signed and seated 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 along with marked up drawings and installation diagram of a series CA74OF aluminum fixed window, prepared by Fenestration Testing Laboratory, 104.0lut Report No. FTL-7063, dated 09/17/12, signed and sealed by t4ftri! D. Bnnsan, P.r 090.0. .. .. 9090.0 C. CALCULATIONS 0 0 1. Anchor verification calculations and structural analysis, com lying with FBC.2010,: • • • •: dated 12/07112, prepared by manufacturer, signed and sealedby Mthony L:yrin Millep? • • P.E. ... 9 0000. 0000 .. 0000.. 2. Glazing complies with ASTM E1300-04 • D. QUALITY ASSURANCE • • • • • • 1. Miami -Dade Department of Regulatory and Economic Resou'mwe (km)' - • • • -.' : 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 12/11116. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGias@ Interlayer" dated 08/25/11, expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2+010, 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 1. None. Manu Perwp4z. Product Control am r NOA No.1 -1 .11 Expiration Date: April 11, 2018 Approval Date: April 11, 2013 E-1 GENERAL NOTES: SERIES 740 IMPACT -RESISTANT FIXED CASEMENT WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCTTYHURRICANE ZONE (MVH4 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR NBUTATED GLASS INSTALLATIONS ABOVE 38• IN THE HVHZ, THE OUTBOARD LITE (CM MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MINS ONLY NAMI-DADE COUNTY APPROVED MASOIW ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE. ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. M PER ANCHOR TYPE, SEE TABLE 3. SHEET 4. 4) ALL WOOD SIX= LESS THAN 1412°THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD SUM ARE OPTIONAL IF UNIT S INSTALLED DIRECTLY TO SUBSTRATE. WOOD SUCKS DEPICTED AS 2X ARE 1.12' THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION S THE RESPONSMILITY OF THE ENGINEER OR ARCHITECT OF RECORD, 6) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSM OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE 3. SHEET 4. NAIWOW JOINT SEALANT S USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED OVERALL SEAL WLASHtNG STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS ARID S BEYOND THE SCOPE OF THESE INSTRUCTIONS, 0) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT S NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOAM WOOD BUCKS. BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIT LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE. FRAME ANALYSIS AND GRASS PER ASTM EIMO. B. POSITIVE DESIGN LOAN BASED ON WATERTEST P1S:SSiw STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. e) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESK TO RESIST THE VVINDi0AD8 CORRESPONDING TO THE IED REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE IA LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD ANCHORS THAT COIF INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROS= RESISTANCE 9) REFERENCES: TEST IMPORTS MY=, 36M. 350, Mt. MCO ULTAACON NOA: ELOO CRETEFIOI NOA: A SIIAFBPA NDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. VARIES. RATED FOR LARGE & SMALL SEE SHEETS 840 I MISSILE IMPACT RESISTANCE I VISIBI E LION EE SHE 4. MAXF� 6, SEE SHEET T 2 2 A VSIBLE LIGHT HEIGHT (DLO) 23' O.C. MAX IF L`8 HEAD OR SILL—�+--►� S 80' OR LESS. �TYP. ELEVATION OF FI �+---a�— WAD ORSILL S OVER 80'. MO* $TA GM AA139TAdC 4' MAX. SLAW 8TACdC GIAM11pNA17'A R OlAS9 efAC1t I9' O.C. MAX. i l , I , IF JAMB S .wol&ONr OVER W. MNAMPO NN WWAo .�3'oOPONI'i MAN HEA'rSTI%IMK tMNW A. SEE BHEET2 HEKIC / HyeaT T TIff R 23' O.C. MAX. � 11/18° ( IF JAMB S 11/18' OtAsg 80` OR LESS. 31 31 23' O.C. MAX IF L`8 HEAD OR SILL—�+--►� S 80' OR LESS. �TYP. ELEVATION OF FI �+---a�— WAD ORSILL S OVER 80'. MO* $TA GM AA139TAdC AS5 TYPES a a 3 SLAW 8TACdC GIAM11pNA17'A R OlAS9 efAC1t CM4NATED et4sssru2t -� i l , I , U• -AN aMM .wol&ONr OHMS MNAMPO NN WWAo .�3'oOPONI'i MAN HEA'rSTI%IMK tMNW MUM US ____ T HyeaT T TIff R F � � 11/18° ( 11/18'/18' CiIASS 11/18' OtAsg GLASS TYPE 1til AS5 TYPES a a 3 SLAW 8TACdC GIAM11pNA17'A R OlAS9 efAC1t CM4NATED et4sssru2t -� i l , I , 318-AMWAl.EOOR •o' s' 11=.AT.STRE 61A65 WWANWALMOtt NN WWAo .�3'oOPONI'i MAN HEA'rSTI%IMK tMNW r-1 US ____ T GLASS TYPE 1til AS5 TYPES a a 3 SLAW 8TACdC GIAM11pNA17'A R OlAS9 efAC1t GLAssSvm GLAW SIAM •1/193 BTAUC i l , I , I 311VANNEMMOR m8 -Alfa IWANWAMmmT. rwmTm WAN3tEAI=0R � NN WWAo .�3'oOPONI'i MAN 7FAIPER[iDOGA'J3 IWAMM p0 9 GLASS HyeaT T TIff R F � � 11/18° ( 11/18'/18' CiIASS 3 31 31 31 32 rA GLASS TYPES 4 & 6 GLASS TYPES 6 & 7 XU 7!8WP1 9LAS 718'LMd6JATE0 ft"S TAOC elms Types 1 - 18°trld An- Sheat0 8 e 3 7116' Laffd RIO H3 -.DOW SW -3118 0 4 7ff Lrni. IG 118° An - 7M(r Alr- IM An -.CW PVB -118" An 10 718"LeR9.1G(H8'T-7/18°Atr-V8°An-.880"PV8-1/VAn 7 6 718" Lwd.-I /4° Atr- 311 An -LOBO" SGP - 311 An 8 7 7 Mrd 10(311 An-114°Air-3I18'HS-. 'SGP- 18 kS 9 8 7ff LaIM.IG MW T-114" Alf - An -.OW SM - 3fl4r An I 8 9 7f8° Laird. 10 18' T-114 1 SW-3flW HB GENERAL NWTES...»......«........e....1 ELEVATION.—--- i GLAZING DETAIL,B...........„..,....._...1 INSTALLATION__— 2 ASSEMBLY TUBE DETAILS............ 3 ANCHOR SPECIFICATIONS....._... 4 ANCHOR QUANffM%-...-.-.-........4.8 DES= PRESSURES.....«..........._ 8.10 ASSEMBLY DETAI.SISOM. _.»..-.11 %C : Ngo. 68705 STA 1* 16 J070 9ECMOLOGY N. FL 34275 • i �'S� F'C` • • iR26F , 142 L 74 A LYNN P.E. CERT. OF AUIH. #29298 P • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • GLASS TYPES 8 & GENERAL NOTES & ELEVATION J ROSOWSKI Tme: FIXED CASEMENT WINDOW DETAILS - LM 08/06/12 D'owhlg No. I Rew. CA -740 NTS 1 OF 11 1 MD-CA740F-LM INSTALLATION EDGE OPTION 1 OSTM INSTALLATION ANCHOR INTO 2x WOOD. AS REQ1JUM ) PER TABLE % SHEET4 WINDOW HEWNT TYP. ANCHOR TYPE, EMBEDMENT AND OW DISTANCE PER SUBSTRATE, SEE TABLE 3. SHEET 4. IX WCKSTRIP INTO MASONRY. VISIBLE LIGHT HEIGHT (OLD) 938 39 OPTIONAL ADDON FLANGE 0 HEAD. SILL & JAMBS SEE nr Alf Al, NOTES' 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 3, SHEET 4. FOLLOW EMBEDMENT AND EDGE DISTANCE UaITS. ANY INSTALLATION BUCK OPTION SHOWN MAY BE USED ON ANY HEIGHT SIDE OF THE WINDOW. 2)ALL WOW BUCKS LESS THAN 1-V2' THICK AM TO W CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL UNIT MAY SE INSTALLED DIRECTLY TO SUBSTRATE WOOD BUCKS DEPICTED AS 2X ARE 1-1W THICK OR GREATER. I 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, MAMMLIM SHIM THICKNESS TO BE 11C. a 1X WOOD �:� THIS SHEER. V4' MAX $HIM EMBEDMENT va<! PERANCHO2 -r • "' RECLUtRBmm `.' ' •... • ... VERTICAL SECTION B -B Ver MAX SHIM SUCK WIDTH AS REQUIRED PER TABLE 3. SHEET4 �-r --- VISIBLE UGHT WIDTH (OLD) ---�1 WINDOW WIDTH HORIZONTAL SECTION A -A •• •,, IB IAA• • • • •• � : NO.5B7IkI • lot STA E • 0 �'• • 'a•: • 070 C1INOLACY DRIVE • �� .�ORiI:;.•• ��� • � N. FL 34275 IpN�LiL SF `: • :. sox 1529 111111111111 1p O& 3. FL 34274 AL LYNN MILLER. P.E CERT. OF ALITH. 029296 PAS • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOTES: 1) WHEN INSTALLING COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHOR MAY NEED TO LS INSTALLED THROUGH THE WINDOW FRAMES AT 10' MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLNE- SEE TABLE BELOW.. I'; A—T8.0&D -22 0 0 23'-N.M 0 4 a INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL. S12 STEEL SELF -DRILLING SMS, SEE TABLE 3. SHEET4. DARE APPROVED MULLION, ALUMINUM, STEEL FRAMING OR STEEL STUD. VISIBLE LIGHT FORMULAS WIDTH: WINDOW WIDTH - 7 HEIGHT: WINDOW HEIGHT .7 GENERAL NOTES & ELEVATION J ROSOWSKI T Nn Date FIXED CASEMENT WINDOW DETAILS - LM 08/08/12 So - odd- Scale: lJmeleO BNo. Ror: CA -740 NTS 2 OF 11 MD-CA740F-LM INSTALLATION — EDGE DISTANCE OPTION 2 INSTALLATION OTHCMU PERAN PERANCHOR ANCHORS DIRECTLY REQUINEMENT EMBEDMENT INTO MASONRY. TYP ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE •••a'''ft • a_ PER SUBSTRATE, ` SEE TABLE 3, SHEET4. EDGE DISTANCE EMLSDMEW OPTIONAL ADDON FLANGE 0 HEAD. SILL & JAMBS SEE nr Alf Al, NOTES' 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 3, SHEET 4. FOLLOW EMBEDMENT AND EDGE DISTANCE UaITS. ANY INSTALLATION BUCK OPTION SHOWN MAY BE USED ON ANY HEIGHT SIDE OF THE WINDOW. 2)ALL WOW BUCKS LESS THAN 1-V2' THICK AM TO W CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL UNIT MAY SE INSTALLED DIRECTLY TO SUBSTRATE WOOD BUCKS DEPICTED AS 2X ARE 1-1W THICK OR GREATER. I 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, MAMMLIM SHIM THICKNESS TO BE 11C. a 1X WOOD �:� THIS SHEER. V4' MAX $HIM EMBEDMENT va<! PERANCHO2 -r • "' RECLUtRBmm `.' ' •... • ... VERTICAL SECTION B -B Ver MAX SHIM SUCK WIDTH AS REQUIRED PER TABLE 3. SHEET4 �-r --- VISIBLE UGHT WIDTH (OLD) ---�1 WINDOW WIDTH HORIZONTAL SECTION A -A •• •,, IB IAA• • • • •• � : NO.5B7IkI • lot STA E • 0 �'• • 'a•: • 070 C1INOLACY DRIVE • �� .�ORiI:;.•• ��� • � N. FL 34275 IpN�LiL SF `: • :. sox 1529 111111111111 1p O& 3. FL 34274 AL LYNN MILLER. P.E CERT. OF ALITH. 029296 PAS • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOTES: 1) WHEN INSTALLING COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHOR MAY NEED TO LS INSTALLED THROUGH THE WINDOW FRAMES AT 10' MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLNE- SEE TABLE BELOW.. I'; A—T8.0&D -22 0 0 23'-N.M 0 4 a INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL. S12 STEEL SELF -DRILLING SMS, SEE TABLE 3. SHEET4. DARE APPROVED MULLION, ALUMINUM, STEEL FRAMING OR STEEL STUD. VISIBLE LIGHT FORMULAS WIDTH: WINDOW WIDTH - 7 HEIGHT: WINDOW HEIGHT .7 GENERAL NOTES & ELEVATION J ROSOWSKI T Nn Date FIXED CASEMENT WINDOW DETAILS - LM 08/08/12 So - odd- Scale: lJmeleO BNo. Ror: CA -740 NTS 2 OF 11 MD-CA740F-LM FIXED CASEMENT (0) FIXED CASEMENT / CASEMENT O AWNING [ CASEMENT / FIXED CASEMENT ()0XO) 4 nveaaswm wuhmc FIGURE 1: FIGURE 2: 740 BERMS AWNINGNDO/ FlarNa aldl c Dare M fdoweF t [71 D FRAME HEIGHTSag LPY91£ RA A$SEM$4 Y TUBE NOTES TUBE NOTE 7, . 6 / TH18 SHEET THIS 740 SERIES h ONISSiOWNARE 1TIP P DIMENSIONS FOR EACH 4 g Gid—CASEMENT —� �� I INDNIDUALWINDOW.FOR SIZES NOT UP TO THE NEXT ((, WINDOW WINDOW' SHOWN, ROUND AVAILABLE WIDTH OR HEIGHT g / DIMENSION SHOWN ON THE TABLE& 7�WO,, 740 E SERIES FRAME SERIESPRAW LY `yr CASEMENT "ASSWSLY.1',,, WINDOW ()CASEMENT, AWNING OR FM CASEMENT) MAY BE ATTACHED TO J Q O WINDOW / . E TUBE 1 SERIE8 THE FRAME ASSEMBLY TUBE. FOR a �- TI {i `740 FUQ D / CASEMENT ^�WINDOW ALL WINDOWS, USE THE WINDOWSN NOAFORANCHOtAGE,SIZEAND DESIGN PRESSURE LIMITATIONS. p Y 1 Q P u„ O 'SEE PRODUCTS NOA FOR INSTALLATION SPECS 3) ALL W WDOWS IN THE COMBINATION UNIT MUST BE ABLE TOINDIVIDUALLY m z M N COMPLY WITH 740 SFO / / REQUIREMENTS OF THEIR THE EXTERIOR1 CASEMENT _ rI _ % "`- RESPECTIVE NOA. m F• I Z WINDOW V Jf / FRAME ASSEMBLY TUBE TO BE LL6 740 SERIES T40 SE IES FASTENED TO WINDOW, AS SHOWN DETAILS. WITH MIN. iH2 X I- SHEETVIINM W FOR SINGLE UNRB: CASEMENT LAM1INDOW' METAL SCREWS, USE THE SAME j uj to SPACING AND QUANTITY AS THE VO 1) DETERMINE YOUR WINDOW SIZE MIN. 012 X Y SMS THROUGH FRAME FRAME MEMBER. W U I ADO GLASS. INSTALLATION HOLES e 2}t&IOWINGYOURANCHORTYPE AND SUBSTRATE DETERNIM ASSEMBLY TUFRAME BE TUBE 6)THEFRAMEASSEMBLYTUBEMAY MEED Or IN LENGTH (AS USED ABN 6rFLANOEDWINDOW)OR E 2X "! ~LL YOUR ANCHOR GROUP FROM MNN.012X �: Sm WEDNTEEORCROSS TABLE 3, MEET 4. 1' SMS TtIiOUGH CONFIGURATIONS. THROUGH 740 SERIES INSTALLATION THE 3) FROM SHEETS 8 i0 FIS SHEET FOR YOUR GLASS TYPE. TALLATION CASEMENT HOLES VVNDOYN' HOLES 0)THE YTUtE{S NOT REQUIRED TO BE CLIPPED TO v w N FOND THE PRODUCT'S DESIGN PRESSURE FROM THE TABLE 740 $EWES 740 3EtlE3 FKED � PR= CAWMNT THE SIIBSTRA'fE. ALL EXTERIOR 1OW8 TO BE SEALED BY INSTALLER. m m' o W+ LABELED GMPRES.SURIF CASEMENT �n� A88EMBLY WINDOW 740SERMS TUBE w (R4� FORSINGLE tMNDO1N8; ALE ANCHOR GROUPS'. WIN�W V FOM R�,� � CASEMENT 7) FOR ALL COMBINATION UNITS. ADDITIONAL INSTALLATION ANCHORSi Ali. o o HORIZONTAL SECTION C 1M1GVIOW MAY NEED 70 INSTALLDOWRAME$AT ED a 4) DI IE NSIONS SHOWN ARE -CL fir' THROUGH THE � z TIS TO TIP. FOR SMS NOT 10' MAX. FROM EACH SIDE OF THE $HOWN,ROUNDUP TOTHENEXT KS EACH WJNDOWWACOMBWEDASSEMBLY: VER4RALNBLrd1I01ND • • • IiEDTICALSL=10NE-E FRAME ASSEMBLY TUBE �A1t111 llll AVAILABLE WIDTH OR HEGHT DIMENSION SHOWN ON THE • • • • • FROM TABLE 3 SHEET 4 CENTERLINE. SEE TABLE BELOW. 0 �i TABLES, 1) DETERMINE EACH iNDIVIOUAL WINDOW TYPE SIZE AND GLASS MAKEIP, SEE F(GURE81 2 THL4 R GROUP AN al And ma RKWod on aaoh . • • • • • o o! ww Asamn A �^ U81PKG THE TABLES LABELED 2) FROM SHEET$ 8.10. FIND THE SHEET FOR YOUR GLASS TYPE. e • • • • • • • • • • • B ��' No.58705 w �� � (TABLES 2A& 2B, SHEET$ 4 & 8A 3) FIND THE DESIGN PRESSURE FROMTHE TABLES LABELED WVDOWANMM REQUIRED' (TABLES 2A & 2B, SHEETS 4 & B). THIS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIQ�IS MOWN ARE TIP TO -TIP. FOR SIZES LOT N. ROUND UP TO W1111111 A 8,0&0 0 a7ip_ - DEMMINE THE NUMBER OF THE NEXT AVAI ISLE WIOTH OR HEtC61T DIMENSR7R1 SHOWN ON THE TABt E8. 23• • 26.0' 0 1 O . �Tlewf ANCHORS NEEDWINTHE HEAP, SILLANDJAMBSOFYOUR � e•• • • • • • • 4) USING THE TAKE LABELED 't =OWANCHORSRRXM ED' 2A & 2B. SHI�•4 & 4ETERMI E T JE NU jBEROF 4 IMIN THE HEAD, SILL AND I WINIM Andw S i�' WINDOW. (TABLES � HOW A 61, &D F�pRIgP.`J�`� JAMBSOFYOURWINDOW. •• • • • • • • ,` ` `,VSs/ 8) INSTALL AS PER THE "•_��•�� &) INSTALL AS PER THE RWRUCT1O S ON SHEETS 2-3. NOTE THAT ADDITIONAL ANOMM THRWW THE�gH�OWPRAMEE NTOTIYSiSLAOUTE MAY BE REQUIRED (SEE AL' lei INSTRUCTIONS ON SHEET 2. SHEET 2), AND THAT MIN. 012 X 1' ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS ON THIS SHEET). 23' - 2&0' 0 1 264 1 tai A LYI•lMftLfiR as Pd:•e ••• • • • ••• • • H q 2 IN ADS All WC W a D a ,a 9 °d9 • 4ow • 1C � It i i • • + HE+ Y �f � 0 fit H q 2 IN ADS All WC W a a °d9 • 4ow • 1C � It i i • • W 0 m 0 Y �f � 0 H q 2 Datr r ` �r6,; ' 02 J ROSOWSKI 08/08/12 -D' g � = ANCHOR TYPE AND QUANTITY 1070 TECHNOLOGY DRWE mrs: N. VDWE. FL 34278 FIXED CASEMENT WINDOW DETAILS - LM P.O. Box Isis ••......• -a`��� M; FL 34274 /woesl; same rvo CERT OF AUTH. X29298 CA -740 NTS 4 OF 11 D-CA74 IN ADS All WC � a Datr r ` �r6,; ' 02 J ROSOWSKI 08/08/12 -D' g � = ANCHOR TYPE AND QUANTITY 1070 TECHNOLOGY DRWE mrs: N. VDWE. FL 34278 FIXED CASEMENT WINDOW DETAILS - LM P.O. Box Isis ••......• -a`��� M; FL 34274 /woesl; same rvo CERT OF AUTH. 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Carr. oP Arm+. Q2®29s • •0000 • • • • • • 0000• • • • 0000• !84.4g *1 -Jillo 4A g� O O off 1 • • • D Opt'm-` 0000••• • O PA ttt —s-{ �-" pp m �Fm I Ilan 11 � g 3bbC • • i�$pj • •• pig! gO 0 see 0:000: •• m ;[ v • •• •• •• `CL m' !p F7 • • ca • 0000 • • r • • T -+ 0000 'e � z D� Z `,,1111 H17777j Dam C• a> `�11O�e� :sad! •• =�T�% �l" ' _ J ROSOWSKI 08/08112 =Z `qq^ -'" DES GN PRESSURES PER GLAZING TYPE ` 1090 TEI;H mwy ORwE rw-- =,2C• »l N. M' E ;g 275 FIXED CASEMENT WINDOW DETAILS - LM P.O. WXt� �/ ••-•.••••'•yl' ♦� NOKOWS, FL 34274 Sertas ek $Cala: Shsek OrowMg Me. 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Oafs J ROSOWSKI os/a�12 g ro_o DESIGN PRESSURES PER GLAZING TYPE '9 1070 TECHNOLOGY ORNE TMW =�2 ' • N. �' W ;�'� FIXED CASEMENT WINDOW DETAILS - LM � ••........ NOKO". FL 34x74 ` `��� sage aEofi sacra: Orowtag Na. lrti r1tt+t CERT. OF AUM#29nG CA -740 NTS 7OF91 D—CA740F-LM Oo �yy♦. �•yg s f t,wyyg�g y�g,g( f. f •N O O � � 8 � f.f.ff g .fry f F b f � ♦ f n m a a 9 f ♦ f f O P O �xx oma a �A• a f e f . � D x O! f f f O El WHIP see• • •00 �y v 0 TFI0.0000 9 7 �w • qj ••0 ° y �L 05 000 0 m� 1 -n i�m1pp1� A 111 ❑o • • • ������rrrrrr •(gy(•�pp /) • • • •gym � < � � Y, • ••0• • • 1 • • � U3 0000 Cly Z V� 1 v Oats: Ravfslpn: � 2 �`A��u.••. "�'j� Orn By. Oafs J ROSOWSKI os/a�12 g ro_o DESIGN PRESSURES PER GLAZING TYPE '9 1070 TECHNOLOGY ORNE TMW =�2 ' • N. �' W ;�'� FIXED CASEMENT WINDOW DETAILS - LM � ••........ NOKO". FL 34x74 ` `��� sage aEofi sacra: Orowtag Na. lrti r1tt+t CERT. OF AUM#29nG CA -740 NTS 7OF91 D—CA740F-LM Oo �yy♦. �•yg s f t,wyyg�g y�g,g( g .fry El WHIP see• • •00 �y v 0 TFI0.0000 9 7 �w • qj ••0 ° y �L 05 000 0 m� 1 -n i�m1pp1� A 111 ❑o • • • ������rrrrrr •(gy(•�pp /) • • • •gym � < � � Y, • ••0• • • 1 • • � U3 0000 Cly Z V� 1 v Oats: Ravfslpn: � 2 �`A��u.••. "�'j� Orn By. Oafs J ROSOWSKI os/a�12 g ro_o DESIGN PRESSURES PER GLAZING TYPE '9 1070 TECHNOLOGY ORNE TMW =�2 ' • N. �' W ;�'� FIXED CASEMENT WINDOW DETAILS - LM � ••........ NOKO". FL 34x74 ` `��� sage aEofi sacra: Orowtag Na. lrti r1tt+t CERT. 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OF AUTH. 029296 CA -740 NTS $ OF 11 D-CA740F-LM LWG Side i 4 ❑ #! �' s 6 lards 6 lards i X88 it, �fuel #19 I All I ilili I ••• • ••ol �11 WIN 1 —1 ?dai - v 00 • •.•: • • Q�r�A 9C�g��ppp p � � i W 0-0 • Jfiso N � ■ 1 dt�� J • • , 0 11 •••• W (n CA 9� (pa , y= Daft ew ....... Dctw J ROSOWSKI 08/08/12 �� ^� o DESIGN PRESSURES PER GLAZING TYPE �,07o rECNNot.oGv OR :ct� ? " o", - s 2'5 FIXED CASEMENT WINDOW DETAILS - LM .........• ='•a"O NOKat�: Fl. 34274 SwftV odek S�,te; &a..** No. ^l CERr. of aun,. �aszae CA -740 NTS 9 OF 11 D-CA740F-LM 4! J♦� !g #!# i i i i svgy,s ♦ e«.! i.lg .�' 8 � IS3S�0O ! all � V A • 0000• • • • • ff••• 0000 • 0000• • 0000• • • • a•rtamnram WHIR A 78877 �' 0000•• � • • o0 repw1r It 11 J ROSOWSKI 00* �•m� � • •e 1 •• •• •• myyyyO .a • s • e • t • 0000 • • f • r ♦®@y OO v&40wOw repw1r It 11 J ROSOWSKI uggan� DESIGN PRESSURES PER GLAZING TYPE g q.&1: Scale: NTS r ♦$�` O /6 r ♦®@y OO .a y O Iq ffi $ 1 Nat I i I 11! 1 gill ,�jV " t C v„, a b S may♦ am �i<o a P 8 n O cn a -° P `��?•, ,9�JiJ, y - . 'tn'q�� e+y• 1070 TECHNOLOGY DRIVE Z N. V�cE FL X275 '''���/YF �5• ....• •••��.� ` 29 NOS FL13 474 t I If 1111 CERT. OF AUTH. #29296 It 11 J ROSOWSKI uggan� DESIGN PRESSURES PER GLAZING TYPE nna FIXED CASEMENT WINDOW DETAILS - LM ,q�7todal: CA -740 Scale: NTS r ♦$�` O /6 r ♦®@y OO .a y O ffi $ 1 cn a -° P `��?•, ,9�JiJ, y - . 'tn'q�� e+y• 1070 TECHNOLOGY DRIVE Z N. V�cE FL X275 '''���/YF �5• ....• •••��.� ` 29 NOS FL13 474 t I If 1111 CERT. OF AUTH. #29296 It 11 J ROSOWSKI Data ONW122L, DESIGN PRESSURES PER GLAZING TYPE nna FIXED CASEMENT WINDOW DETAILS - LM ,q�7todal: CA -740 Scale: NTS 10 OF 11 oro” No. D-CA740F-LM R 1 f 3 Ar ► 1.12,r x— .662" .128' 140FA. .439" 2.TOP .062' t 23� .003 OFRAME HEAD, 71 FRRAW SIU. & JAMB ASSEMBLY TUBE #7005,6063 -TO #704, X83 TB .tt93 1.285 �{ � (?B3 � �• � 236s' I � AS RE4111RED *T � T* It 9NE TPER ABLE 3. J 1 m, J� INET. HOLE COVERANCHOR PLATE ADDCN FLANGE #7007, 8D63 -T8 O #7071,6063 -TO 70 #134,6063-T6 Item ow .9 DaawTp - Ma6 1 70M tl0aln Frame Need SBI &lambs W83•T8 Alam. 2 7011 AndmPlate 5 76AWm• 3 7007 Instaft9don Hole Cover �T5 Alm 4 7010 FmmeComer R steel 7078 Frame Gasket ; Foam 10 7035 Fixed frame Hole PI PVC 31 als r 32 1713 SoM olock x316 xi- 4" EPDM 33 1714 Seth Nock 32" x 1.7 15" x 1• V SPIN 3S 36 701 Bead B 7042 BeadC 8083.78 Alwn W53 -T5 37 7059 Bead D ON3•78 38 1224 vi &db W Yhkk Flax PVC 39 1226 17hla Flax PVC so 0Dw8S9Slll=nBaddoeddl 70 134 Add-== 6053•TO 71 7000 Casement ASW Tube •TB 86 9BX i- 2" Quad Pn SW Stalnless Steel Stelntesa so ila2xVPh.Pn.TiX stNnteas 086' ` U - OSG n I 17Y ow Aw BEAD B O 97036, 60MT8 MAD C a #7042, 8083•T6 BEAD D 37 #7069.8083•T8 Ate+• n �� •• ••• • • • • • ••qA 70 -0 - Ey; Raweion: � •• ��t N �`f7••i a � • 6• • Atwn. • • ,# ��R�;.. jc�Nsty'. 4,A sir Re.ised ap: � Rertstun: Atern• Stag) •� J �, - ® DeserJpttan• wn l3JY • SOM AND EXTRUSIONS J ROSOWSKI • ��,� • • 007aTECHNDLOGY DRIVE MO.' • i iy • toRto�a' �� �' :N•uENtcE' tti 34275 FIXED CASEMENT WINDOW DETAILS - LM 08/08/12 • • • • 'cit' ••.. C��.` • • l.o. Box t szs ''%�NAza 1loKs: FL 22274 �CA- sore: o,��rm� iro. Rer. P CERL OF AUTH. ®2629e740 NTS�11OF�11 MD-CA74OF-LM ••• • • • ••• • • 41 MIAMI.E-9iADECOUNTY + T10DVCONMMOL SECTION DEPART I69ENT OF REGULATORY AND 1ECONO1VUC RESOURCES (RE 11 5 2f Street, Room 209 BOARD AND CODE ADMINISTRATION DIVISION i - 4 F (786) 315-2599 NOTICE OF ACCO Nal PGT hdustries 1.070 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 revie`ved and accepted by Miami -Dade County REEK - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AEU). 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 budding "4;10.' 0 0.0 0. This product is approved as described herein, and has been designed to comply, }the Floiida wilding Cade, including the High Velocity Hurricane Zone. *00:00 '. •: 000000 DESCRIPTION: Series "CA - 740" Outswing Aluminum Casement Window "Z..W.L ' APPROVAL DOCUMENT: Drawing No. MD-CA740-LM, titled "Casement ;t1Nov D- ' LM:&. 0 0 0 SW, sheets l through 10 of 10, dated 08/08/12, prepared by manufacturer, siglarA xd sealad b7. Anthoge ..0 Lynn Miller, PX., bearing the Miami -Dade County Product Control ApprovaL siarrap with the &tice •; • Acceptance number and approval date by the Miami -Dade County Product Contrrgi fore.•; SS IMPACT TING: Large and Soman Missile Impact Resistant, ' : • • •: • • • • • • • '0000: LABELING: Each unit shall bear a permanent label with the manufactureeelaaihe. or lo1o, cis+, sta3e, • model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise rooted herein. NB AL of this NOA shall be considered after a renewal application has been tiled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or cliange 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. VJERTISENIENT. 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 small be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. 11V NOA No. 12-121&09 Expiratlou Date: Apr1111, 2018 Approval Date: April ii, 2013 page PGT Industries A. DRAWINGS I. Manufacturer's die drawings and sections. 2. Drawing No.-CA740-LM, titled "Casement Window Retails — 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 241.13.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a series CA740 outswing aluminum casement window, prepared by Fenestration Testing LaboratoW, Ito. Test Report No. YM -7065, dated 10/05/12, sued and sealed by:vft i D. Bi53 bn, P. • • • : • .. • C. CALCULATIONS .. • 666006 66 66 0000.0 • 1. Anchor verification calculations and structural analysis, compWa with FBL-201 0,: • • • • dated 12/07/12, prepared by manufacturer, signed and sealed* A11thon j M Milla? 0 0 0 P.E. 600:00 000 6 60 0000. 2. Glazing complies with ASTM E1300-04 6 • 00 66 0000.. 0000.. 00 D. QUALITY ASSURANCE00000.. 0900:0 66666 I. Miami -Dade Department of Regulatory and Economic Reso4fV WR)6 6 • 6 0000 NI '' E. AATE CERTIMCATIGNS 00 1. Notice of Acceptance No. II -0624.01 issued to E.I. DuPont .DeNemours & Co., Inc. for their "DuPont Butaciteg PVB Interlayer" dated 09/08111, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. !DuPont I,DeNemours & Co., Inc for their "DuPont SentryGlas® interlayer" dated 08/25/11, expiring on 01/14/17. F. STATE MENTS I. 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 Lyrm Miller, P.E. 3. Proposal No. 12-1499 issued by Product Control, dated July 31, 2012, signed by Manuel Perez, P.E. G. 3 IM Manuel er Product Control Ex m . r NOA No. 1242109 Expiration Dato- April 11, 2018 Approval hate: April 11, 2013 GENERAL NOTES: SERIES 740 IMPACT -RESISTANT CASEMENT WINDOW I) THIS PRODUCT NAS BEEN DES)ONEO & TESTED IGOOMPLYVVITH THE REQUIREMENTS Of THE FLORIDABUMDWGCODE. INCLUDMTHE HIGH VELOCITY HURRICANE ZONE WH4 2)BRUITERS ARE NOT REQUIRED WHEN USED IN VVIRD3tNiliE DEBRIS REGIONS. FOR INSULATED, GLASS INSTALLAMIS A60VE 3V IN THE HbHE, THE OUTBOARD idTE (CAP) FAUST TEMPERED. 3 FOR W"NRY APPLICATIONS IN tAi MH =E COUNTY. USEMY COUNTY APPROVED MASONS RY ANCHORS. MATERMS USEDFORANCKOR EVALUATIONS WEM SOUTHERN PINE, ASTM = CONCRETE X480HWUNITS AND C04MTE 111TH MIN. KSI PER ANCHOR TYPE. SEE TABLE 3. SHEET4. 4)ALLYIOOD SUC_iTy LESS THAN 1.112' TH=ARE TO RECONSIDERED iX INSTALLATIONS. iXWOOO BUCKSARE OPTKIMAI.IF UNIT LS ILSTALLEO D RECTLY TOSUBSTRATE. VIOW BUCKS DEMTEDAS2XARr;1.11Y•TH=CR GREATER. IXAHD2X BUCKS (WHEN USED)SHALL BEVESIOMOTO PROPERLY 7RAHSFERLOADSTO 7H8 STRUCTURE. VA30D SUCKIDESIGH AND INSTAISATM ISTHE RESFOHSMILTTY OF THE ENORWER ORARCHTIECT OF RECORD. 5jAI,ICHORENISECMENTTOBASE MATERIAL SHN.LBEBEYONDWALLDRESSING CR STUCCO. USE MORS OF SUFFICIENT EMBEMAWASSPECffIEDON TABLE 3. MEET 4.UARLROW JOINT SEALANT IS USEDOQA'd FOURCORNERS OF THE FRAME.INSTALLATIOH ANCHORSSHOULD BE SEALED OVERALL SEALORMIASHM STRATEGY FOR WATER RESISTANCE OF 4MSTALLAM MI� &4al. BE DONE Of OTHERS AND 13 BEYOND THE SCOPE OF THEA 5) SHIM ARE REQUIRED AT EACH SMORLOCATION VVHM THE PRODUCT IS NOT RUSH TO THE SUBSTRATE. USE SH{MS CAPABLE OF TRANSFERRING APPLIED LOADS, WOOD BUCKS. BY OTHERS. WST BE SWC40 LY ANCHORED TO RESIST LOADSIIIPOSEOOH THEM BY THE YAW". 7)DES<GN PRESSI&tEBc A. MOAT W DESiC'Fi i LOADS LASED ON STRUCTUIWCME TEST PRESSURS, FRAMEANALYSISANO GIASSPERASTMEM, 8. POSITIVE DE81CH LOADS BASED ON WATERTEST PRESSURE, STRUOTURAIJ CYCLE TEST PRESSURE. FRAME AlAALYSISANOGLASS PERASTMF-I 0. B) TH£ANCHORMMETHODS SHOIYNHAVEBEEN DESIGNED TOREM THE V4M*ADS CO M$PONDMIfO THE REWMOOESION PRESSURE THE 33-W% STRESS IWREASE HAS HOT SEEN USED IT THE DESIGN OF TM PRODUCT. THE 1.4 LOAD DURATION FACTOR WS USED FOR THE EVALUAIWN OF AOFOB INTO HOOD. AMW" THAT f O&M WTOCONTACTVffH OTHER DlS�1�LAR biAT6QBAl3 SFLALI LfEETTtIE REQUiREb1EHTSOFTIff FLORIDA BUADIIG CODE FOR CORROSION RESISTANCE 9)REFERENM$. TEST REPORTS FT6 7096.3670,3511(l. 3724. EL(O ULTRAM NDA. EL 00 METEFLEK NQk ANS VAF& PA f= FOR MOOR CDNSTRI lDNAND ADMAiUi ININCESION&(&ILIAL. gARLP f. DESIGNPRE$S1HiERATtNO FACTRAT180 VARIES RATED FOR LARGE&SMAdL SEE SHEETS 5 9 tdl$SEI E LVACT RESISTANCE 3rw0TH 2&.476 MAX 0.0. IF WIDTH IS UNDER 33A76 (HEAD & SHl 4' MAJC. r -#a- B. SEE SHEET A a VISIBLE LIGHT HEMO) 4' MAX. -1 30' VISIBLE -- O'PENING(OLO) TYP. (ELEVATION OF CASEMENT WINDOW Gins Types VIAR-. 118 An Shed a 6 2 7 - B ) 8 S Imep Lard CrA w-.096' - 10 8 7 4 7W .10 VNrAA-7116-A{r-WAD- -OW PVB-118 An 6 t 6 IWLad K3 T-7110• Air- tW8 An -.Off PV8 - B 8 1 wAn-114•Air -3M8 aw-318 7 718tow. 103(i"WAn- IMAir-3148 HS -.09V SM - 3110- HS) 7 B 7 'Luaw. IMG (11 4r T - 114, Alt -3f48' A - AW SGP -3110'An) 9 7 (Y T-1 `Atr- 98HS-.WY'SGP- 6'118 7 DESIGNPRE$S1HiERATtNO FACTRAT180 VARIES RATED FOR LARGE&SMAdL SEE SHEETS 5 9 tdl$SEI E LVACT RESISTANCE 3rw0TH 2&.476 MAX 0.0. IF WIDTH IS UNDER 33A76 (HEAD & SHl 4' MAJC. r -#a- B. SEE SHEET A a VISIBLE LIGHT HEMO) 4' MAX. -1 30' VISIBLE -- O'PENING(OLO) TYP. (ELEVATION OF CASEMENT WINDOW USE A wma PAST AT EACH P. JAMB IF (7 HEIGWIS P 26OROVER L 70' IIEifUii' 14.12' NAIL O.C. VVADTH Is 33.475' & OVER (HEAD & SU) i J��� iii of d • • 09NEFA.NOTES...- i � �.J�N•R� '•;T•�'c� �• ELEYA'fM---,. a r - i • GIJ�HODETAK.B...........-.....-.-i _' �% MTALIATKWL....- , _ 2 ASSEMMY TOBE DETA9LS..,.,..-» 3 • C AHCI(ORSPECIFICAT IS... « 4 d0 AhSCHOfLQUANTiT+E3 _ �lj S E • ri1�1 OESR�T PRE33URE8-..................� Cr9 ri 'O '•• ` � � t0 TECHKOLOOY OHMASSENGi YOETAilS180 A --10� • i�i3' . �OR19 .�;``` • •N 0. 60If 15 275 • • • • doddll��.e@ i5 �� • • ktH 1S, FL 34274 A. eilT&LERP.6. CERT. OF AUM 1"266 • • • • •. . • • . • • • •• • • • •• •• GLASS MAX LSEE 00. 9rs loll. 6°f_ 01AS9$yACK 6 MAX UWAurM I— O.C. VVAwVAunQ USE A wma PAST AT EACH P. JAMB IF (7 HEIGWIS P 26OROVER L 70' IIEifUii' 14.12' NAIL O.C. VVADTH Is 33.475' & OVER (HEAD & SU) i J��� iii of d • • 09NEFA.NOTES...- i � �.J�N•R� '•;T•�'c� �• ELEYA'fM---,. a r - i • GIJ�HODETAK.B...........-.....-.-i _' �% MTALIATKWL....- , _ 2 ASSEMMY TOBE DETA9LS..,.,..-» 3 • C AHCI(ORSPECIFICAT IS... « 4 d0 AhSCHOfLQUANTiT+E3 _ �lj S E • ri1�1 OESR�T PRE33URE8-..................� Cr9 ri 'O '•• ` � � t0 TECHKOLOOY OHMASSENGi YOETAilS180 A --10� • i�i3' . �OR19 .�;``` • •N 0. 60If 15 275 • • • • doddll��.e@ i5 �� • • ktH 1S, FL 34274 A. eilT&LERP.6. CERT. OF AUM 1"266 • • • • •. . • • . • • • •• • • • •• •• TYPE 1 GLASS IWIAMILLTEO GLAn STACX e--- C7H, LNSNAtED 6tAS3sTAas 78,3 ItOAt ma•LAI�uTe:o BIAS4aTAQt ASaiEAIWOR_.eaa•nupmrrSCP /IWAleeEAlEOMM sH:ar srf tLSTHErgo aa•dhTl HMM OR HEAT-33mOrlw a d1 I Vi6• GLASS SITE: TYPE 1 GLASS TYPES 2 & 3 e--- C7H, LNSNAtED 6tAS3sTAas 78,3 ItOAt ma•LAI�uTe:o BIAS4aTAQt tifdS4Srlt�I /IWAleeEAlEOMM _ WWAMMAKDO lot �y_ f fes• , , 1106*8LASOWE GLASS TYPES 8 & 9 9FFfID5'idaltPl.>a biOSilO Ftarlda a Darr r1WAe &!-ThPelerc Zk - r` 101�4ZING DETAILS I J ROSOWSKI 1 WINDOW DETAILS - LIVI & SM 108108112 Sax*a LO • .ng i1o. Her. (dT8 1 CIF 1U 0Mitwf3-DA-1404.M INSTALLATION OPTION i EDGE INSTALLATtONANCHORS OOTANCE W102x WOOD. ASREQUUMPER T TABLE 3. SHEET 4 ATTACMEO TO fRAL1E JAMB AITACHEDTO VENT JAMB L aP WINDOW 81 HEIGHT � VISWE C:.: LIGHT HEIGHT (OLa) ATTACMEDTO FRAME JAMS al ATIACMEOTO VENTJAMB 4 38 39 1K BUCt87RIP INTO MASOHRi+ JAMB HARD- WARE SEE OETAN. NUSE ONLY SMSTRATE-APPROPWATE AHCHOR8 L1ST£O ON TABLE 3. SHEET 4. FOLLOW DZEDMENTAMDEDGE DISTANCE LIMITS. ANY MTALLATION OPTKINSM,rM t,1AYBEUSEDONANY SIDE OF THE WYMOW. 2)ALLV.00D BUCKS LESS THAN 1-lW THM ARE TO BE OONS?riERED 1X INSTALLATIONS. 1K WOODBUCMARE OPTIONAL. UM AIRY BE INSTALLED, D{R£OTLY TO SLBSTm7e. WOOD BUCKS OEPIOTEOAS 2XARE t -IW THMOR OREATOL iX AND 2X BUCKS VMEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFERLOADSTO THE STRUCTURE. WOOD DUCK DESION AND INSTALLATION IS THE REV OHSISILKYOF THE EN(NNEER ORARCHITECT OF RECORD. MAi66i i .SHMA YFiK:KME33 TO BE 1M'. --4 1— 13' hli x Al EORE53FOR�n�t�. INSTALLATION VV DTH. WASH HINGE. YAMDOW WIDTH -13-31! - EDGEOISTANCE OFTION2 1)WHEN MULLIM HEMWI.V 'ANDOWHEIGM-8 COMBINATION UMTS, INSTALLATION ANCHORS ADDITIONAL INSTALLArIMA VLSIBLE LIGHT FORMULAS: CONCRETFXW DIRECTLY INFO LIASONRY. iNSTALLEOTHROUGiTIE toGHT:141NOOWHEKmT•T PERANCHDR FROM EACH SIDE OF THE FRAME EMBEOMENT REQUIREA.fENT SEE TABL.EEiELOW. — BUCK WIDTHATTA '`a"T IWMAX 18 16 - FRA& TYP. ANCHOR ED ATTACHTO TYPE. VENTSLL EMBEOMENT , +` AND EDGE ' :: �. 4 8 32 33 80 DISTANCE PER > •� SUBSTRATE. _ O 20 \ SEETABLE3, J SHEET4. A EDGE DISTANCE I �— `' • ° • 82 82 ATTACHED TO VENT SB.L EA SEM1EHT 1 24 VMKE UGHT WIDTH COLO) FOR SNUBBER REQUIREMEM OPTKINALAOOON SEE TAKE 4,SHEET4. VmawWIDTH — JAMB HARD- WARE SEE OETAN. NUSE ONLY SMSTRATE-APPROPWATE AHCHOR8 L1ST£O ON TABLE 3. SHEET 4. FOLLOW DZEDMENTAMDEDGE DISTANCE LIMITS. ANY MTALLATION OPTKINSM,rM t,1AYBEUSEDONANY SIDE OF THE WYMOW. 2)ALLV.00D BUCKS LESS THAN 1-lW THM ARE TO BE OONS?riERED 1X INSTALLATIONS. 1K WOODBUCMARE OPTIONAL. UM AIRY BE INSTALLED, D{R£OTLY TO SLBSTm7e. WOOD BUCKS OEPIOTEOAS 2XARE t -IW THMOR OREATOL iX AND 2X BUCKS VMEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFERLOADSTO THE STRUCTURE. WOOD DUCK DESION AND INSTALLATION IS THE REV OHSISILKYOF THE EN(NNEER ORARCHITECT OF RECORD. MAi66i i .SHMA YFiK:KME33 TO BE 1M'. --4 1— 13' hli x Al V ti � • Rey4, Sy: Dote: AarisTon: PIOAi 3X WOOD • � d! • • u{ 19 84eucxgTxpl • ��/3•• • TSEEN079Z• • 1� •� • '• �ii�+��! • Asctr,d eY I� Aer�ai: D,THIS SHEET. L L ,r4•ivilcslEA! fit: Mo. 58705 i, ' , ark• a• CROSS SECTIONS &INSTALLATION J ROSOWSKI CRAKE: i �`�.y .. -, EMBEOt. tJT • • • ��.6`,'•.,• ST J �.•' ~ • �70•TECHNOLOGY ORNE rata: Dom u�EMENT.. .`. ;. ..: .yd,�L+Ssy'2!ontos �.�� :. :P.a sitz 75 CASEMENT W!N@OW DETAILS - LAS & SM 08/08/12 VERTICAL SECTION S•!3 NDKOMS; rL 34274 sastar/itaeN: xasa vaar ar�„raa Aw Aov: A. cu". of AUItt, Tm8 CA -740 NTS 1 2 OF 10 1 MR-CA740-LM • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EORE53FOR�n�t�. VV DTH. WASH HINGE. YAMDOW WIDTH -13-31! wey, VwTH,EtYi£SSKvx;;:YANDOWVWTH-?-*2 1)WHEN MULLIM HEMWI.V 'ANDOWHEIGM-8 COMBINATION UMTS, ADDITIONAL INSTALLArIMA VLSIBLE LIGHT FORMULAS: ANCHORS MAY NEED TO BE VYIDTH:VNVOWWNOTN-7 iNSTALLEOTHROUGiTIE toGHT:141NOOWHEKmT•T WINDOW FRMS AT IO' MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTFRum. SEE TABL.EEiELOW. V ti � • Rey4, Sy: Dote: AarisTon: PIOAi 3X WOOD • � d! • • u{ 19 84eucxgTxpl • ��/3•• • TSEEN079Z• • 1� •� • '• �ii�+��! • Asctr,d eY I� Aer�ai: D,THIS SHEET. L L ,r4•ivilcslEA! fit: Mo. 58705 i, ' , ark• a• CROSS SECTIONS &INSTALLATION J ROSOWSKI CRAKE: i �`�.y .. -, EMBEOt. tJT • • • ��.6`,'•.,• ST J �.•' ~ • �70•TECHNOLOGY ORNE rata: Dom u�EMENT.. .`. ;. ..: .yd,�L+Ssy'2!ontos �.�� :. :P.a sitz 75 CASEMENT W!N@OW DETAILS - LAS & SM 08/08/12 VERTICAL SECTION S•!3 NDKOMS; rL 34274 sastar/itaeN: xasa vaar ar�„raa Aw Aov: A. cu". of AUItt, Tm8 CA -740 NTS 1 2 OF 10 1 MR-CA740-LM • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FOR SINGLE tmy.. 1) DETERMIM YOURWOMMV SIZE ANOOLM. 2,= YOUR ANCHOR T YPE AHD SUBSTRATE DETERIsffiNE YOURANCHORGROUP FROM TABLE 3. SHEET 4, 3) FROM SHEET'S 8$ FIND THE SHEET FOR YOIIRGLASSTYPE. FIND THE PR0Dt1O1$ DESIGN PRESSURE FROM THE TABLE LABELED mESI/3A piwaSNHLIE 4) OBN�NSFONS SHOYAH NNE TIP•70•T�. FOR SIZES NOT SHOW N."Umo UP TO THE NEXT AVAILABLE WIDTH ORNEIGHT DIAENSLOH SHOWN ON THE TABLES. 8) USLYG THE TABLE IABaEO VfflM WAfiChVRS6SQUigE0* (FARE 2. SHEET 41 DETfiIMM THE NWRER OF ANCHORS NEEOEO IN THE NFAD, SRL ANO JAMBSOFYOIMNWdN0m 0) INSTALL AS PER THE NNSTRUCT[CNSOHSHEET 2. CASEMENT I CASEMENT (XX) FIGURE 1: r�-}=--; �s..� [.- IW.SEEROTE7. MVV @ 12 X V SMS THROUGH RNSTALLATWHOLES SERIES�Teams CAS j- CASEMENT WINDOW ASSE"Y 15 TUBE 414NeflOYf HOMONTALSEOMOC AWNING 1 CASEMENT I FIXED CASEMENT O(XO) imSHEET FIGURE 2: MOSER" AYRB(NO L WINDOW' ASSEM FRAMELY SEE OiE 7, ►D TUBE FRAME ASSE{,IBLY TUBE NPIM -THIS 1)OIMEN,4iOIN8 SHOI"1tdAR£ TN#SSNEE7 740SFJSES7IPTO•TLPD NNS*MFOREACH fj ---CASEMENT - �j IHOiYl0U�1DOW.F�tSlZESt3?T VAOOW °d" SH", Romp 6 P TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SROM ON THE 7ASLES, s -E FRAME A Y_ (O ENT.AWNINGORFIXED f ..E TUBE CASF•L'ENT)IAAYSEATFA HEOTO THE FRAME ASSEMBLY TUBE. FOR 740 SERIES ALL WlNV0YIS. USE THE VAN DOWS FmO V&klDO .r HOA FOR ANCHORAGE, 82EAND DESION PRESSURE LIMITATI . 'SEEFROOUCT"SHOAFOR 3)ALLWIN OWSINTHE INSTALLATION SPECS 00EfSNNATtW4 W0T MISTBEABLE TO INDKIIDUALLYYWOH --ffr- RSMEHTSOFTHEIR IM UK #= 1' SIs HOLES 740SERI S 740 SERIES 4)FRAM£ASSEMSL.YTUSETOSE FASTENED TO W HOOP: AS SHOW i N AWtNtINf± DETARS. WRH MK #f2X V SHEET ��W, WINDOW METAL SCREWS.17SETNE SAME SPACNO AHO QUANTITY AS THE FRAME OPPOSITE FRAME FRAME -ASSEMBLY ASSEMSY TUBE 8) THE FRAIdEASSEMBLY BMMAY TUiGE N�fiXCEEE002'$NtVN0T"(ASUSED MIN.NM}A03' 2X FLA3NOE0 YRNO(4Y)OR BE 1�&th3 Psms USEOINTEEORCROSS 740 SERIES THROUGH T{OiIS. CkBEAffFtC tNSYALLATION 8) THE FRAN.(EASSEMBLY TUBE 19 YJH1b0Yd HOLES NO T REQUIRED TO BE OUIPEO TO IHURSTRATE. ALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER. 740 SERIES T�lCASEMENT FIXED T)FORALI.tXs14lrLaNATIONUNQS DDITIONA BNSTALLAiMNATACHORS ADDITIONAL WINDOW' MAYNEVO TORE INSTALLED "WINDOWFRAMESATHOX'HzEACH SDE Or THE FOR 001WINDOW INAWRTICAL YORHORMffALLYCOki$iNiOMHW VERTiCiL3E"N120:vv•:���_• • • VERTICALSE 4) DETERMINE EACH itiD VWAL WtRMW TYPE. BIWAND ND GLASS MAP(EUP. SEE FIGURES IDL 2. TLBSW Y.�fii�ylE UTALN OROttPFROhLTAERE3 SHEET' • 2) FROM SHEETS 0.9. FIM THE SHEET FORYOUR GLASS rRE. • • • • • • • • 3)L�THEOESIGNPIffiSSLHtEFROMTIIETA�ESIABELEO SES;GlYARESSNAREf�7FOR4YlAUNIOLYSAPFACfHFDTOAVFRFRTffaILFAA3fEASSEANBLYTUBE' ORN 1%NE3SItRF(PSFjFORNYINRDWSATPACNEATOkI{fM?�YFALFRAbfEA5SF�8LYTtAs!? DEPEHOBNOONWHICIiWAYTHEFRAId£A8SEA91f.Y'NBEfSORPENTATE0,7NiS MUST t3& DGNNE FOR EACH Hi11DOLY IN THE ASSEBIBI Y, ALGt TNS LO'AEST DEBICYN PRE381tREAPP19E9T0 THfi ENHfIREASSEMlB Y, plh0 FiSIOHSSHOYAN ARE7lP•70 TIP. fORSNZESHOTSHOSYV,ROUNOUPTOTNIENEXTAVAHA9SEW�TNOR1iEtC4i7091EAtSl6NtSH6IM,�ONTt9TABfaES••• • • 4) USM THE TAKE LABELED n%hID0WAK0WRSftEQVNWW (FABLE?, SHEET 4X OftgVft HNULMROPANC:ORSN EtRED(NTMEHNAD.SALANDJAMBSOF • • YOURitRPtOQW • • • • • • • • • • •• • • 8) INSTALL ASPERTHEINSTRUCIMSONOHMS 2-3.ROTETHATADDITWN&N0OP8THR0I -IJfE& WFR?E1NTON§VBS7Tt l6 MAYBEREQUIiE0(SEE SHEET2). AFNB THAT MIN.012 X V ANCHORS ARE TOB£ USED THROUON THE FRAC WTO THE P RANE ASSE:MSLYTUBE (SEE DETA4.SON THIS SNEST) • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ,Kfwm 4PProctdsattptihpriiLL 110 Blmida 4 a J Oak r 9 4Zf J � t"4 :R AA w� lY) Z W N[�QQQ� ww LL d r LL O > M I8Z 1 LYN11 Al/t Tti . No. bBTOS ' �` 3 t9t3 `Nu o'' S TEOF NEI\ m�y b 6 wnw*N 0 .� in s r m vp J Nb Ce _ fill Il' m �flqt-, R -o 4 v m�y b 6 wnw*N 0 .� in s m vp J m�y b 6 wnw*N in s . DOW. �4 b J ROSOWSKI 08/08/92 ANCHOR TYPE AND QUANTITY I7P.0 0RM0VMM "' z � CASEMENT WINDOW DETAILS -LM & SM / '-•..... s�� KNOMS; PL 34V4 score: snaeu oroaNp aa. car, OF aun,.a�zsa t:A 740 NTS 4 OF 10 MD-CA74�0>LM ® w"23 %'V%Wm,ANAM Omip Molyt Pmsure WferSfW.oac Vwoftwwwih 2"SfW 2MV 3v 33•tt2• 1 3v 3T mdar23• 4T064 01090 +706°90 +701-90 +7090 +70:-W +W 90 2846116• +?760 +70190 +TN60 470M 47060 +10160 +70-90 33.112' 38.318 47760 +70190 +7N60 +70160 +7W-90 +1x4.90 OWSO AWAW "vi. 48' +77 -SD +7mso +70160 +70!60 47W60 +74-g0 +70891 A0 +7760 +70/60 +707 +7060 +7m 8o +701.89 +7015+8. 080 g0' +10+„0 +7060 +70!60 +70186.8 +701.00.0 4701-T7.7 s A.3 +701.821 63' +7760 +W -ice *W-" +?4t4W3 +TO! -748 +10!-73.7 47070.1 +M -W T2• +77 -SO +7A'-87:2 +prg-7T.7 46W -111.514W-6141-86102- +7038.8 +1-1.9 +70'49 T8• +W -w +IQ 84 0 +70-76? +187.3 +1.58.8 +! 6T2 +7. WA O 140 6A• +70!41 4701.80.4 47(V7!-3 I fSW4 .1 O -K2 48' FOR MASS TYPES: 1) SMW LAM (118 AN -.OW PVB -178 AN) ,s---� 14) 718° LAMI. IG: (118° AN - 7116° AIR -118° AN - .OW PV@ -118° AN) SEE SHEETS 1 U MR LOCATIONS ANO OUANTITlES. SEE 9HEET314 A FOR tAMMA"MiM tt3 3FORA7SYAr}OITtONALAPdCt$ORS 6 RSWMO FORKM FRAIMASSEUAY • •• •• • • • •• •• ••• • • • ••• • • FRAW I 1 yyiM0t91y 1 A4iMtKMYhL -„1 �uttt k^•- nt�laaa {4klFRECi- M SME7818 4 FOR VANMVANCH OR LOOAYMBAM QUM4RTM$.$EE SET 3fORANYADOiT MLANCHORS REQWREOFOR F7 MANEaa¢EMY TUBE. 4gps»%Vd ei casiFflteg Vft 140 flaida Olio !fate 0 i ft BY , u1 tj z� N + O � r Co Z R IL z in 0 y{di U �11 a HEM" FIE_i�4t#..tgLf Oaap Pim ure 710 bt Wwdew^a Md" to a HOja ddfftam4 Atlsm'4 Ti% TUBE 10 tam • �• Adder • • �4 F t0E@ W44maih^.dtlr • • • lY�Ttl uadv23' 26.19!18° 273!4' 30' 33.112' Asstar AWwr ow* AWAW "vi. Arwhaf Grow ArahorS" Arow AasFsxt3" A0 Al AR Ag 8 ACED A 8 080 A 8 cd® •swar28• 470160 +701+80 +70160 +7Ot80 +701.821 110P83 +7x41 -T%4&6 +70160 t7N60 +70174.3 +iN-M 26.96118' +M -W +70!80 +70-:0 +70-80 +70190 +7N6o +7038.8 +7W -W +70'49 +74M • OIW40• •Tm80 38316' +7160 +70180 +701•$0 - +1m60 1 O 140 +TLSO ONO +7090 +70180 + •90 + 80 48' +7890 *70!80 x70190 +7NSO 4Tm-80 +701.49 +70.80 +70.80 +7080 +701190 4aas• 07 80.618 +7180 +70180 +7090 t7N90 +7090 '"m +70.90 47W41 +7060 4 + 8C :TY90 +m -w +7N6o +7049.6 470806 +70.BM 470177.7 +?01719' 47047.7 4W?4-3 47044.3 +70174.3 Sr +7X60 +7W90 +W40+701$0.3 +77.78.8 +707,188 +701.737 +70437 +77•-3.7 +70-10.1 +70-70.1 +7070! 72' +7X90 OV -87.2 +70111 +TN•7L8 tW424 +8W82q + 808 +6DP808 +Sf1+•80.8 +1.03 11+.9.3 78 OM +70194.8 +70.767 41.87.3 +t 9 +f 630 tl6D.2 4-974 s7374 468 4!36. !i4• 479!96 +?0-80.4 +7074.3 16010-1 +1-69.2 419!.2 SEE 9HEET314 A FOR tAMMA"MiM tt3 3FORA7SYAr}OITtONALAPdCt$ORS 6 RSWMO FORKM FRAIMASSEUAY • •• •• • • • •• •• ••• • • • ••• • • FRAW I 1 yyiM0t91y 1 A4iMtKMYhL -„1 �uttt k^•- nt�laaa {4klFRECi- M SME7818 4 FOR VANMVANCH OR LOOAYMBAM QUM4RTM$.$EE SET 3fORANYADOiT MLANCHORS REQWREOFOR F7 MANEaa¢EMY TUBE. 4gps»%Vd ei casiFflteg Vft 140 flaida Olio !fate 0 i ft BY , u1 tj z� N + O � r Co Z R IL z in 0 y{di U �11 a HEM" FIE_i�4t#..tgLf FASSELMLY TUBE 10 tam • �• Adder • • �4 F t0E@ • • • lY�Ttl SEE 9HEET314 A FOR tAMMA"MiM tt3 3FORA7SYAr}OITtONALAPdCt$ORS 6 RSWMO FORKM FRAIMASSEUAY • •• •• • • • •• •• ••• • • • ••• • • FRAW I 1 yyiM0t91y 1 A4iMtKMYhL -„1 �uttt k^•- nt�laaa {4klFRECi- M SME7818 4 FOR VANMVANCH OR LOOAYMBAM QUM4RTM$.$EE SET 3fORANYADOiT MLANCHORS REQWREOFOR F7 MANEaa¢EMY TUBE. 4gps»%Vd ei casiFflteg Vft 140 flaida Olio !fate 0 i ft BY , u1 tj z� N + O � r Co Z R IL z in 0 y{di U �11 a 4p •0 wtli 41 E Io:.r T -c - R avn W. otlee: ` J ROSOWSKI 08/08/12 DESIGN PRESSURES PER GLAZING TYPE 2070 T6PJi mom ORNE ruc N. VeXF, F. 3F227s CASEMENT WINDOW DETAILS - LM & SM P.O. Box im N0XOM: Ft 34276 ,smac,/+toecr: scat, $ �+xes: Ara�lrsg rre. CEM. OF AUTH. 62NMO CA -740 NTS 6 OP 10 MD�CA740-LM ii I E n w wfi 7[T e $ is s eyy a a ka[eaw� + qqpp ee,, �qp� cap I yy Z N K��±�q��pFp�p��yTr�Yxi hil 1;*sla� iti As 6 ��!¢LSLBa 0 �N 0 avn W. otlee: ` J ROSOWSKI 08/08/12 DESIGN PRESSURES PER GLAZING TYPE 2070 T6PJi mom ORNE ruc N. VeXF, F. 3F227s CASEMENT WINDOW DETAILS - LM & SM P.O. Box im N0XOM: Ft 34276 ,smac,/+toecr: scat, $ �+xes: Ara�lrsg rre. CEM. OF AUTH. 62NMO CA -740 NTS 6 OP 10 MD�CA740-LM 7[T + qqpp ee,, �qp� cap K��±�q��pFp�p��yTr�Yxi avn W. otlee: ` J ROSOWSKI 08/08/12 DESIGN PRESSURES PER GLAZING TYPE 2070 T6PJi mom ORNE ruc N. VeXF, F. 3F227s CASEMENT WINDOW DETAILS - LM & SM P.O. Box im N0XOM: Ft 34276 ,smac,/+toecr: scat, $ �+xes: Ara�lrsg rre. CEM. OF AUTH. 62NMO CA -740 NTS 6 OP 10 MD�CA740-LM FOR GLASS TYPES: 3) 7116" LAM (3116 HS -.10W SGP - 3116 HS) 7) 718" LAMI. 10: (3116' API - IW AIR - 3116" HS -.09W SGP- 3116" HS) 9) 7/8' LAMI. Ira: (3116" T -1M AIR - 3116° HS -.090' SGP- 3116" HS) T_[I 4vDmm HEtOiiT 41k•1Q61Y Y4831H SEE SHEYi& 1 014 ftga vANDO34iAtVl�{bR LOCAVOt46 AHO QUAI+iHTi1:3. ® DosloPossum (SObtGlnftW aeha 4, AN Y kAm Vadh D34�1 Preslw8(�f) (q iVtraWns A6astte0 ED a VC+lFcbt FiaS6A55emttT lube wAu 23• wdv23• 49m130 M-1ffi11Y *901.130 2714• +9M-134 sw +1-130 334lY *9w-130 35• +901 M 3F *W-130 26.14418' +9@-130 +96x430 *9w--130 *9m•130 +90F130 49&'•/36 419,'-130 36.318• +361-iF0 4DD'--130 49&'-130 *90--130 490F130 49&'430 490.130. 48• *966130 4$W-130 OW -130 -901-130 +9w-130 4M.130 49&'•130 04W +90.130 +fit -130 +W -M +Ba -130 OW -130 *9&'•130 4-.= 60' +966130 +901-130 *9wd30 +9a-130 *9&'-130 e9w-130 4967.130 03• +M.= +9w--130 +9&'430 +901.130 490--130 -9&'430 49a•130 72• +9&6930 +9w-130 *SAY•130 +x•134 +90t•130 +904-130 *0&'•134 Y6' *90'-190 +90P•130 +00.1 *901.130 .9&'•136 +W430 *9m•130 84• *90.130 49m-130 1 +6w -1M 1 4M-134 4901-136 8 CaD FOR GLASS TYPES: 3) 7116" LAM (3116 HS -.10W SGP - 3116 HS) 7) 718" LAMI. 10: (3116' API - IW AIR - 3116" HS -.09W SGP- 3116" HS) 9) 7/8' LAMI. Ira: (3116" T -1M AIR - 3116° HS -.090' SGP- 3116" HS) T_[I 4vDmm HEtOiiT 41k•1Q61Y Y4831H SEE SHEYi& 1 014 ftga vANDO34iAtVl�{bR LOCAVOt46 AHO QUAI+iHTi1:3. 1¢8EE 917981 4fORA[W YIOtW.9AS9ai.E OQNFOiIPRAitOt1'J. 2}9E£SHEETgFDR&A1 RRE0 A".EF4T0. • • _� W91t BEti $Y.EETS 1 a 4 LOCAT1O1i3 AND C 3 FOR AhYAD= • RECI�IA FOR R T�UB��.. • ••• • ••• • ••• • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ffiA OMWEET FAA01E 19 MAX -•-'+-I � '�OF.3681Y 14718E T W0AM HE, SEE SHEETB 1 a 4 FOR419 IDWA1tCIM LOC.AYMSAND QUAHT1MASEE S}IEET 3FORANY AOOI1iAtiALANCHM REQUIRED FORM FRAMEA; UMMY TUN. anNoxx+iaeom U1-gelthHle &1a�1d" 0utdfa6 e bale 1� M� dxPaadett b' t t \ 06 g z� e a 1 a CL 0 z AZ (L z z UJd VYINN as eO 0. u �yy,ftlti 1 * ' 140.58705 S;"t3 8TATEEOF ` %��••• •.fil9RtOp ` C���.` De�g1 P4as511a kt9We141ir0asws All8Che0 b e Hae2tM901 Frmrte Ass•r�DtyTube D34�1 Preslw8(�f) (q iVtraWns A6astte0 ED a VC+lFcbt FiaS6A55emttT lube WNiY 4-tR aa�23• 2'5.161101 x7.374• �' 33•tiC vrmamw�l 3§` 37• AWW MOW h%W A* tw1 AvWw Aetebor mad•23' A tOav p 2516198' A1d7a %OV 2T314' 311 A9 A9 3RV2' 8 35- A 8 37° A B can AnChoP eitOt� +7Jp +7d -w M&& R/av +ddPAO Aft" GmV a7(p AM?W GIMP +7a6.5 AMNxRteUA + AneAat Remi, +70T -W AasAa &" 26-15rW 47x-90 A 1 13 C D A B Can 8 &"CAO A 6 Can A 8 CaD 8 A,C$D A J0 +7a•90 C3D 470144 w�dcr23° •7830 +Tm-W +7w -S0 +Tw-90 +nt.90 +7a90 alwv .?01-99 +70190 ,ia-90 •71�-0 4"m -7a-9D *1690 •79-M *70.90 .Ma +7m9D .701.94 +?01.90 �. 2515116' +7(1.90 I 4701.90 4701.90 +701.80 +7d-90 +70-D 'W'so Mw +7a•90 +10130 *woo *7a.90 .7a-90 +7x-90 +701-90 +701.90 +M.9D +7(V.90 +ia-9D +701.90 *7a9D 38,.'68` +70.90 +T0=118 +701.90 +701.90 0W.91 *M.9) *?WM +70190 +70-90 +Ta•9D *W.90 *M.10 *TO' -90 +78.90 +70'90 +7a -W +7&90 +70* -9D 4101 +e0190 *70190 48' +70'•731 +157.3 +Tm94 +7&'90 +1$%6 476.9➢ *701.90 +70190 47030 +7a-90 +Ta -6T.8 *?0190 +?a.9D *701.90 +7090 +707.40 ,70197 e70194 +70188.9 +101.90 +7090 50.518• *1.393 415%3 +701-90 *701.90 *:$1.4 +701.90 47m•90 *701.90 +7090 +TOi•91 +101$3.2 +701.90 *701.90 +701.90 +79-9D +70!.692 +70f-90 *701-0 +IW 34=100 • • • 60 +MS 41-4&6 *M.047 +701-40 +83%8 #M.Sf.2 +7&.9D +764.78.9 +Ta•90 +107-69.6 +7a�02 +714"m +701.60.3 +701.19.6 *701-0 +7m-75.2 +7019D +7x50 4701.71.2 or +1S},7 +4.48.8 017&'&!7 +70159.8 +1.49.3 *70.77.3 *701.90 +7x•72.3 +?(yg0 +TO'$g3 *1.669 +701.90 +?1N.T0.6 *?01.70.9 *7990 +7m -7t8 *Tw9D +7(4.60.5 *1.917.8 1¢8EE 917981 4fORA[W YIOtW.9AS9ai.E OQNFOiIPRAitOt1'J. 2}9E£SHEETgFDR&A1 RRE0 A".EF4T0. • • _� W91t BEti $Y.EETS 1 a 4 LOCAT1O1i3 AND C 3 FOR AhYAD= • RECI�IA FOR R T�UB��.. • ••• • ••• • ••• • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ffiA OMWEET FAA01E 19 MAX -•-'+-I � '�OF.3681Y 14718E T W0AM HE, SEE SHEETB 1 a 4 FOR419 IDWA1tCIM LOC.AYMSAND QUAHT1MASEE S}IEET 3FORANY AOOI1iAtiALANCHM REQUIRED FORM FRAMEA; UMMY TUN. anNoxx+iaeom U1-gelthHle &1a�1d" 0utdfa6 e bale 1� M� dxPaadett b' t t \ 06 g z� e a 1 a CL 0 z AZ (L z z UJd VYINN as eO 0. u �yy,ftlti 1 * ' 140.58705 S;"t3 8TATEEOF ` %��••• •.fil9RtOp ` C���.` De�g1 P4as511a kt9We141ir0asws All8Che0 b e Hae2tM901 Frmrte Ass•r�DtyTube WNiY 4-tR aa�23• 2'5.161101 x7.374• �' 33•tiC 3§` 37• AWW MOW h%W A* tw1 AvWw Aetebor A tOav p A1d7a %OV A9 A9 A9 A9 8 A,CSD A 8 Can A B can us$9123' +7Jp +7d -w +m-" +ddPAO +701.1 a7(p +70490 +7a6.5 4}01 + +714'•75.3 +70T -W 26-15rW 47x-90 +?&SO +7x•$ +MaW +79.96 +W -10+701 -see +Im-90 +7m•�p +To •+ so• j 38043• *7740 *W.90 +Twn +7x•90 +7a•90 *im•40 470144 +711-98 +7w-* +704 �lA9D• emi" 48' +7090 +70'-90 +7x40 +TO'90 4Ta-90 +701.90 *701•+90 +70'-100 *701.97 *7m •+ •90• i�e@D 50646 *RW90 +TOS +70� +7040 +70190 +117§0 +70.90 +A1c9D 470E -. OD *TOM (W +7n40 +70190 +701"90 -70-90 *7a9D *Ta•4_ *70.90 + 140 *A*90 +7W-9) +701.90 +�-9D or *hY90 47090. +7040 470149 +M-90 +70.90 +709 *707-9D +704.90 470190 *70190 +70-90 TY *AY40 4MM +7049 +709$ +TN90 +7A -$D +TO.90 4774'-90 4m,"toi0'� +79F9D• •riVS9 701 +7790 *?&-w+70-90 +7090 +7090 +70.90 +70190 +7e�30 Ta 90 + 9D •70'90 81' +1090 +7040 *1040 +7090 +7x-90 +7099 • • • • • • 1¢8EE 917981 4fORA[W YIOtW.9AS9ai.E OQNFOiIPRAitOt1'J. 2}9E£SHEETgFDR&A1 RRE0 A".EF4T0. • • _� W91t BEti $Y.EETS 1 a 4 LOCAT1O1i3 AND C 3 FOR AhYAD= • RECI�IA FOR R T�UB��.. • ••• • ••• • ••• • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ffiA OMWEET FAA01E 19 MAX -•-'+-I � '�OF.3681Y 14718E T W0AM HE, SEE SHEETB 1 a 4 FOR419 IDWA1tCIM LOC.AYMSAND QUAHT1MASEE S}IEET 3FORANY AOOI1iAtiALANCHM REQUIRED FORM FRAMEA; UMMY TUN. anNoxx+iaeom U1-gelthHle &1a�1d" 0utdfa6 e bale 1� M� dxPaadett b' t t \ 06 g z� e a 1 a CL 0 z AZ (L z z UJd VYINN as eO 0. u �yy,ftlti 1 * ' 140.58705 S;"t3 8TATEEOF ` %��••• •.fil9RtOp ` C���.` • 0000. • 0000. 0000• 0000 0000 • •0000 • •0 00• • • • •000• rad 7 7 e • ♦ + • ♦ f ♦ f �O t 4 say y b a y a! P♦as a 4 + ♦ 4 j4 P YZ >L •• �S���Qt�v o � � a •• 4 V♦ N V V W�atim � •• � ��� �8¢a G7 • • • yJ N � m M �a ReW&ton: `,a �Q 'qiy� L3 arer. Dater?« 9 '�` y �- J ROSOWSKI 08/08/42 " DESIGN PRESSURES PER GLAZING TYPE •~1070 TMHNOUOCY OWE rim s N. e�cz 4s�zeCASEMENT WINM70'►/tf DETAILS - LM & SM NOKOMrC Ft. 3`4274 :er.axlt4akl: Srofo; Orewing Ne. R CM. OF au r,. #U286 CA -T44 NTS 8 OF 10 MD-CA740-LM p iYbi bi W W ♦��m�mi�"a�� ♦ y4 i 4 i 4 P y+ a a 4 td W a9 Ajs. 0 r $ Q J}Yy♦ f ♦ m� 6 i ♦ � � a ♦ a a} eft � �' ,.ayy ,(♦ (rte /g• s 8�8e�Qar �' $�aGgBQ@tf• + + V + a ♦ P o i ♦ yw ♦ a o b ♦ y4 i 4 i 4 P y+ a a N td tang ter. FOR GLASS TYPES: S)718° "MI. IG, {3116` AN -114` AIR - 3116° AN - .880° SGP - 311(° At 8) 718° tAMI. IG: (3/16° `I' -114° AIR- 3118° AN -.OW SGP - 314(' AN) Womm HEIGHT 9 a- WMH -11 ;- SEE SHEETS 1 A4 FOR 55 WMVANDMOR LOCATUM AND OL1ATMASS. ® 11e413nvrassnw"fx SYoyte,wrrim,a®A°anxGfavps MTOd4cavml f)wig1 PIe s9we(p%Oker WkKWn Motbed t0 a Ve M Flame Ass &jr robe Ulder2r uo23' 4M.130 2548118• 4W.I38 27314 4681-130 30 +970-1M 91t12 +9W.IW 35 1901.13) W +91-.130 m 23.1511✓' #90-130 415.130 +8W-130 *M-130 +98!-138 +68t t38 +W-130 wtiYtaa 38318• +9 430 4W-130 *W 130 +EO -1S8 +98!438 *W.130 4001430 ATOM ft" 48• 4981-130 495.130 4W-130 +986.130 4W-130 OW -130 41M.130 27.31;' O 490;30 +80'430 *£01.130 *BW -130 *901136 *BW -168 48M430 8 *78178.8 �' 4W-330 +886.130 +941-130 411 130 *SW -13D +801.139 4901-130 S5 83• 490-w +80!-130 49CF130 +9'-130 +881.130 4WI30 490;438 1781 7r 188-130 4901130 4901-138 #8W130 *901.130 49;1.124.8 4901 113.7 0 Ta• +90<130 #15.134 490130 *OW 130 +90."•128.2 +8ffi-110.1 4901.108.8 CAV 84• *9W--130 *970.138 490E+30 *101.130 *8-118.4 B CAO tang ter. FOR GLASS TYPES: S)718° "MI. IG, {3116` AN -114` AIR - 3116° AN - .880° SGP - 311(° At 8) 718° tAMI. IG: (3/16° `I' -114° AIR- 3118° AN -.OW SGP - 314(' AN) Womm HEIGHT 9 a- WMH -11 ;- SEE SHEETS 1 A4 FOR 55 WMVANDMOR LOCATUM AND OL1ATMASS. Tam= 4°. 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SEE SHEf iS 1 A 4FO V&MDDVAAMCHCM LOCATiONSANDQUAI4TiT1 &SMSHEET • 3FO>,•T4tiitAD>aI71V1ta1.ANCHORB F#1 THE f W114EA%9A8LY • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • W 1, AX f4._ ASSEfdK.Y Y Tt1BE HEIL#4T x H fnan M�� SEE SHEETS 194 FOR VVH4DCWATCHOR LOCATIONSAMMANTITIES.SW &MEET 3 FOR ANYAOI)f=#AL ANCHORS R&WRED FOR "FPJM ASSEMBLY TUBE. 4Piaurad al4�P�+�aflhdQt• tlerl+laBuk3;{R e D.Na r, IpOA# - A 1x41 rC° a ;:.� 4TY O e C14 � C? 11. e cm 0 0 JZ C Z 52 w 0. itN w 010 0 e p O� Z ce 41k1f p g 4YN0 %{I-Izz,fi i�©`•. STATEOF:`2�!'.= 'i'P� .• FLORtOp •'' �4l�: a *,fir``,. 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STATEOF:`2�!'.= 'i'P� .• FLORtOp •'' �4l�: a *,fir``,. f % TART F 1& j1 D o Dasalptton Material -1m 1 7003 Main Frame head, SIN & Jamb SM3-76Almon. 2 7071 AwhorPlate til-7HAkm. 3 70M Sash Top, Bottom&Side Rail GN3-TBAUM 4 M FrnateCorner Key S 7009 Sash Corner Ke 6100 6 7078 lFraw Gasket vk44 Foam 7 7073 SashComerGasket V»1d4Foam 8 7070 Flex PVc70 10 7024 Maxim Multl•Polntlock s w 11 7026 LatkSApporlplate sted 12 7014 btltl-lotkKee r Steel 13 7013 Trettara wde HADA 14 7015 ilellarAssentbl atedorss 15 7M Maalm OW operato; %14W-24" Sleet 16 7027 tdxrbnDual Arm Operator, WNW steel 17 7036 operalorGulcet vinyl Foam 18 7031 Operator PaMpPlate sed 19 7851 OpeMor5pacerstock w- 20 7032 Stcd8radtet Sled 21 7033 0 or7rack&5tlder Dual Atm Vied 22 7073 twessBlnge (Reny Det Matta/. Truth sted 23 7050 F mHln Wasbable HO,Menut Troth sted 24 Smabber Anti-blawoutQ &ad 31 MaSealbacer Sled 32 1713 H1ock x Wx1• 4' EPMA 33 1 1714 Block Wx7 Vzt 4° EPOM 3S --I 7016 lLaintSeade MOS -78 AMn 36 4032 Itard Bead C 6053-18 Ahxta 37 7039 imlileado - Akwn. 38 1224 VlmylBulb lck -ONS-18 flex PVC 70 39 1225 V(rA Bulbw Thln) Flex PvcTo so OwMilkonsadbaddlall 60 7006 Sween Fame 3103.1114 Alum. 61 7030 SweenCarttsrXe Puts 62 Sam Cloth sa 63 1633 SceenSpline EM.Pvc 64 380 Sovensprft stowessstttd 70 139 Add-on Flame GM3.7BAlam. 71 7004 Fame A%y Tobe M-TaMan. 8D #9-32x lir Ph. Pn. Maelt. St rMe B 8ldntaso $led 81 1157 x Ph, Pn. us stemless Std 82 08XSIWFLpksms staw"sSled 83 ri8x 7 TL Pb. SFAS Sta%bss Stew 84 NUMphatic swidus alae! 85 USX rCotad PnSMS SWIM sled 86 UX2-VVQuadPnShG siddessated 87 Hl0x 1 ML Po jTCK Sidnless Sled 89 8JAt4x 13 Ph• Pn. TvEF Stdnless 8100 90 gjax v P& Pn. TEK awkso Med ASSEMBLY DETAILS AEI. DEME SHiWd1+J FROM ME MTERM tS REQIJOtEOPM TABLE 3. M*eT 4 FRAME CORNERS 1 ;-,3, R, SASH CORKERS • • •• ✓rte • i • i : �* YE • i i • Ji �'••. iteRt03;.•� �• 1 tiA�t. ---47773---4' 2.019* } .439` . - I ow �° p 1.164' '+— 2.784' 2.139' �dl FRAME HEAD. ��� SASH Ti}P, SILL & JAMB 1�"�! BOTTOM & SIDE #7002, 8063 -TS #7003, 809346 �- --� 695' .423• ' FIXED J �jANCHORPLATE�� SCREEN FRAME #7071.8061-T8 87008, 8083 T8 .080• 928° —e-7�►� --� .OSO' f awe 35 BEAD C #7038, 6063T8 #7042.6093 TO J•�J R J : • oty7 • �ti • 1070 TECtt MLoGr DM% • • & VEM41, FL 34275 P.O. 8Ox 1529 MKOln3, FL 38274 CERT. OF AUIK #29296 • • • • • • • • • • ••• • • • ••• • • 1.124'+— .s2a' 2.701• .057.' .093' 71 FRAME ASSEMBLY TUBE #7004.8003 -TO .tt93' 093' 70 ADDON FLANGE #1134,6003 -TO F1070 am:g&Q, d D�e M1ad 0774 _ eiahlbr JJ M AND CORNER VIEWS J ROSOWSKI 9EMENT WINDOW DETAILS - LM St SM 08!08112 IUWA- SM10: .ad: vro4n9 ICA Rer. CA -740 NTS I 10 OF 10 1 MD-CA740-LM