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RC-15-3040Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-273827 Permit Number: RC -12-15-3040 Scheduled Inspection Date: December 30,"2016 Inspector: , OS -(,-P0( Owner: GUERRA, JUAN AND BERTA Job Address: 518 NE 94 Street Miami Shores, FL Project: <NONE> Contractor: ORONI INC Permit Type: Residential Construction Inspection Type: Final Work Classification: Alteration Phone Number (305)757-3111 Parcel Number 1132060140960 Phone: (305)685-0412 Building Department Comments NEW KITCHEN AND 2 BATHROOMS Infractio Passed Comments INSPECTOR COMMENTS False Passed 6-60 Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. Inspector Comments co December 29, 2016 For Inspections please call: (305)762-4949 Page 13 of 15 Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit Issue Date: 2/ Permit NO, RC -12-15-3040 Permit Type: Residential Construction Work Classification: Alteration Permit Status: APPROVED 2016 Expiration: 08/01/2016 Parcel Number Applicant 518 NE 94 Street Miami Shores, FL 1132060140960 Block: Lot: JUAN AND BERTA GUERRA Owner Information Address Phone Cell JUAN AND BERTA GUERRA 1045 10 ST #907 MIAMI BEACH FL 33139-5362 (305)757-3111 Contractor(s) ORONI INC Phone (305)685-0412 Cell Phone Valuation: Total Sq Feet: $ 81,000.00 320 Approved: In Review Comments: Date Approved: : In Review Date Denied: Type of Construction: NEW Stories: Front Setback: Left Setback: Bedrooms: Plans Submitted: Yes Certificate Date: Bond Return : KITCHEN AND 2 BATHROOM Occupancy: Single Family Exterior: Rear Setback: Right Setback: Bathrooms: Certificate Status: Additional Info: Classification: Residential Fees Due Bond Type - Contractors Bond CCF CO/CC Fee DBPR Fee DCA Fee Education Surcharge Notary Fee Permit Fee Plan Review Fee (Engineer) Scanning Fee Technology Fee Amount $500.00 $48.60 $50.00 $36.45 $36.45 $16.20 $5.00 $2,430.00 $120.00 $33.00 $64.80 Total: $3,340.50 Pay Date Pay Type Invoice # RC -12-15-57981 12/08/2015 Check #: 1742 02/03/2016 Credit Card Bond #: 2975 Amt Paid Amt Due $ 50.00 $ 3,290.50 $ 3,290.50 $ 0.00 Available Inspections: Inspection Type: Final PE Certification Window Door Attachment Framing Insulation Drywall Screw Window and Door Buck Fill Cells Columns Review Electrical Review Electrical Review Building Review Building Review Structural Review Structural Review Plumbing Review Plumbing Review Mechanical Review Mechanical Review Mechanical 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 J�QQregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I auh/ ize the above-named contractor to do the work stated. A Authorized Signature: Owner 7"Applicant / Contractor / Agent Building Department Copy February 03, 2016 Date February 03, 2016 1 -)Qc-;\ BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 Z4 7`C H,"rC7T `D JAN 13 2015 I FBC 20 IL{ Master Permit No.9 S— SO`i Q Sub Permit No. PrUILDING ❑ ELECTRIC ❑ ROOFING REVISION n EXTENSION ❑ RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 51`i 'Re qz-I S T City: Miami Shores County: Miami Dade Zip: ? 1Z'8 Folio/Parcel#: 11-32. 06- 01(4 - 0'1(0 0 Is the Building Historically Designated: Yes NO -Mf Occupancy Type: Load: Construction Type: Flood Zone: )6 BFE: FFE: OWNER: Name (Fee Simple Titleholder): 1dgr J &-"1cAePr(g Phone#: i'$4+' 526.q 242 Address: s(.% Ne ' y S'T City: ►v\IAr-r ; or.GS State: Pt_ Zip:3aVa Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Oror i, . 1r►G Phone#: 30S •L.' 5 • 0412. Address: Il -10L40 tJW to G1 City: 14. M i Ar'v' i State: CL zip:' X31(04 Qualifier Name:. O1(\atrA0 k6\a►S Phone#: State Certification or Registration #: CBC 12.51 b5'Tc1 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ ZS .P1 Square/Linear Footage of Work: Type of Work: ❑ Addition 0—Alteration Description of Work:�� Dom/ i5 7"Er_ pL+4-1 ❑ New ❑ Repair/Replace ❑ Demolition Specify color. of colorthru,tile:. ` a� ' 1 °� .r Submittal Fee 4�'10 d.l' l?'U'� t s v, VV �� „1 ._. liri $ D Permit Fe $:2! 3 CCF $ ''4 e 1 6 ll "CO/CC $ "-moi Scanning Fee $ 13 • (.1 Radon Fee $� 6 ` '45 DBPR $..-C • `-1 Notary $ C ' (1° Technology Fee $ 6 4 • 2> 0 Training/Education Fee $ i 6 • 20 Double Fee $ p Structural Reviews $ l2.O • l Bond $ 5n . m 1, TOTAL FEE NOW DUE$ 2,9 90 - gv (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to .Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building .permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection , ee will be charged. Signat (WIN rAr."3-7V acknowledged before me this The foregoing instrument was acknowledged before me this The foregoing instrument w Signature rIn,UTO A r•••• -an I'3 day of J4nua , 20 ltr , by 13 day of Jar)UAYt , 20 16 by .3-tkan J. & er(4 , who is personally known to OY.Gtnda k ias , who is per onalliekn__ own to me or who has produced DL Dr, -plc identification and who did take an oath. NOTARY PUBLIC; as me or who has produced D1. t tel as identification and who did take an oath. NOTARY PUBLIC: Sign: Sign: Print: ��u ,� t• �/ li Print: Sum f. 1).as l.22 ,yy �` n Vas F94 Seal: !/�, Suyapa T. Vasquez seals -�, - Commission # FF94261, " "' �'- Expires: December 9, 2019= Commission 1 FF94261t %'' Bonded thru Aaron Notary Expires: December 9, 2019 tinder thr(D4fli Y�issss ss as s • :�Q' APPROVED BY (Revised02/24/2014) Plans Examiner Zoning Structural Review Clerk fo (AJ INO Gtr DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) - _ PGT Industries V it-. AL., t-"" 1070 Technology Drive North Venice, FL 34275 SCOPE: tBY` This NOA is being issued under the applicable rules -alt -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, with revision A dated 05/15/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami—Dade County Product Control Revision stampwith 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 lung vj logo, city, state, model/series, and following statement: "' _' _ ade County Product Control AppitVedu, unlett.otherwise • • • noted herein. D�►C082015 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/economy . . • RENEWAL of this NOA shall be considered after a renewal application has been filed and them leas been. no change in the applicable building code negatively affecting the performance of this preauct. • • • • TERMINATION of this NOA will occur after the expiration date or if there has Bean a.revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this its an endorsement of any product, for sates, advertising or any other purposes shall automatically tergiinitte;this 1 OA. J7ailure. 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, Fto4d$, and' followed by the expiration date may be displayedin advertising literature. If any portion of the NbA 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 t re . uest of the Building Official. This NOA revises NOM/ 12-1218.09 and consists of this page 1 .y�, idence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel MIAMI•DADE COU TY APPROVED NOA No. 15-0519.13 Expiration Date: April 11, 2018 Approval Date: July 16 2015 Page 1 . • .' • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 12-1218.09) 2. Drawing No. MD-CA740-LM, titled "Casement Window Details — LM & SM", sheets 1 through 10 of 10, dated 08/08/12, with revision A dated 05/15/15, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of a series 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. (Submitted under previous NOA No. 12-1218.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 05/16/15, 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 ResourcMR). • . MATERIAL CERTIFICATIONS .... .... . . .... .... 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray Ameri!i ,eblc. foir'thelx "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, Mcp.itilig on 17/.161/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Ametica!, Inc. for their "Kuraray SentryGlas® (Clear and White) Glass Interlayer9" dated 06/5715; expiring on 07/04/18. E-1 .. . . ... . . . . .' . . . . Manu erez, P.E. Product Contxamiuer NOA No. 5-0519.13 Expiration Date: April 11, 2018 Approval Date: July 16 2015 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5te Edition (2014), dated May 16, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 12-1218.09, issued to PGT Industries for their Series "CA - 740" Outswing Aluminum Casement Window - L.M.I." approved on 04/11/13 and expiring on 04/11/18. E-2 .•. . • . • .. . .. . • • . • .. . • .... • .... • .. . • . • . • •. • ..... . • .... .. • • . • .. • ' . • • . . . • ... .. • %# Manuel : ez, P.E. Product Contr examiner NOA No. 5-0519.13 Expiration Date: April 11, 2018 Approval Date: July 16 2015 • • • • 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 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLJCATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 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 IX INSTALLATIONS. IX W000 BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X 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. 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 15 USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE 0004E BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 8) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. W000 BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM 81300. 8. POSITNE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL/ CYCLE TEST PRESSURE. FRAME ANALYSIS AND GLASS PER ASTM 61300. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WNOLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33.1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.8 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-7085, 3579, 3580, 3724: ELCO ULTRACON NDA; ELCO CRETEFLEX NOA; ANSVAF&PA NDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. TABLE 1: Gess Types .94)8eyp 1 5116' Lem) (1/8 An -.090' PVB -1/8 An) • 5 2 7/16" Lemi (3/18 An - .090" SG - 3/16 An) • . 6 4 3 7/18" Lanli (3/16 HS • .090' 80 - 3/18 HS) • • 7 • 4 4 7/8" Lam'. 1G (1/8" An - 7/16' Air - 1/8' An - .090" PVB -1/8" An) 5 5 7/8' Lam). 10 (1/8" T - 7/16" Air - 1/8" M - .090" PVB - 1/8" An) 8 6 7/8" Lami. 10 (318' An • 1/4" Air - 3/16" An • .090' SG - 3118' An) 9 7 7/8'Lam),10(316"An-1/4"Air -3/16' HS - .090" SG•3/18"rS)_ "t" 8 7/8" Lam'. IG (3/16' T -1/4' Air - 3/16' An - .090" SG - 3/16' Aa) p 9 7/8" Laml. IG (3/16" T -1/4" Air • 3/16" HS - .090" SG - 3/16" Hsr • P 'PVB"• BUTACITBY KURARAY AMERICA, INC. 'SG'= SENTRYGLAMY KURARAY AMERICA, INC. ••• • DESIGN PRESSURE RATING IMPACT RATING VARIES, SEE SHEETS6-9 RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE 4' MAX. --y i 69" VIS BLE LIGHT HEIGHT (DLO) 4" MAX. 37" WIDTH 25.478" MAX. 0.C. IF WIDTH IS UNDER 33.476" (HEAD 6 SILL r—m— B, SEE SHEET 2 30' VISIBLE OPENING (DLO) TYP. ELEVATION OF CASEMENT WINDOW • • • • • • •• 4 C41I ryt1L 40Tr♦5...•.•.• •...1 • M4%041104,...• • .• •1 OWING DETAILS..•.....8 S. •.. 1 INSTALLATION 2 ASSEMBLY TUBE DETAILS 3 ANCHOR SPECIFICATIONS- 4 ANCWOR QU4(4TITIES...,•.r••4• • DE;IGyPRISSYRES a 519 ASCEMBLYOETAILS/80M R 18 6 • • . •• ••• • ••• •• • 5/113LAMINATED —t GLASS STACK .090' SUTACITE VB 81' KURARAY AMERICA, INC EXTE fro' At8EALED GLASS 11/18" GLASS BITE GLASS TYPE 1 7/8' NOM. GLASS STACK 0 7N8'AIRSP TEMPERED ASS 11Y ANNEALED OR EXTERIOR HT CRASSLAMINATED OOSTA IASS STACK 1/0" ANNEALED GLASS .090'BUTACIT Ve BY KURARAY AMERICA, INC. 7110" LAMINATED GLASS STACK 3118' ANNEALED OR I• HEAT -STRENGTHENED / n. GLASS ' I ii.,: 0 .000' SAY K 090/60Y AMERICA, INC. 3/18' ANNEALED O# HEAT-STRENOTNENED GLASS 11/18' GLASS BITE GLASS TYPES 2 & 3 NW ANNEALED GLASS 114' AIRSPACE 3/16'ANNEALED GLASS 7116" LAMINATED OtASS STACK 3/10" ANNEALED OR HEATSTRENGTHENF-D GLASS .303' SCAN IIURARAY AMERICA, INC. 3110" ANNEALED OR HEATSTRENO70ONED GLASS 11/18" GLASS BITE 4-1/2" MAX. O.C. IF WIDTH 15 33.478' & OVER (HEAD 8 SILL) GLASS TYPES 4 & 5 710" NOM GLA35 STACK 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 CERT. OF AUTH. #29296 1/4' AIRSPACE 3/18' TEMPERED GLASS GLASS TYPES 6 & 7 -h.-7110"MI LAMINATED OLA5S STACK 3/15• ANNEALED OR EAT -STRENGTHENED GLASS .090" SAY KURARAY AMERICA, INC. 31Ir ANNEALED OR IEATSTRENOIHE7ED (LASS 5XTERIOIR 11/18' GLASS BITE GLASS TYPES 8 & 9 Revised By, Dote: Revision B: PRODUCT REVISED as complying with the Florida Building Cude Acceptance No / '0811.118 Pa Mitten Dale ,.�.�1R 6L/) i r Product Revised By. LM Dale: 5/15/15 Revision k 5TH EDITION (2014) FBC UPDATE Oeseription: GLAZING DETAILS Drown By: J ROSOWSKI T/Nk: CASEMENT WINDOW DETAILS - LM & SM Dole: 08/08/12 Series/Model: CA -740 score: NTS Shea/, 1 OF 10 Drawing No. MD-CA740-LM Rev: A ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • / \ \ \ / \ / / / / MAX. A, SEE O.C. SHEET2 — 8" MAX. O.C. USE ANCHOR PAIR EACH JAMB N IF HEIGHT IS 28' OR OVER 71 HER /1 I \ 30' VISIBLE OPENING (DLO) TYP. ELEVATION OF CASEMENT WINDOW • • • • • • •• 4 C41I ryt1L 40Tr♦5...•.•.• •...1 • M4%041104,...• • .• •1 OWING DETAILS..•.....8 S. •.. 1 INSTALLATION 2 ASSEMBLY TUBE DETAILS 3 ANCHOR SPECIFICATIONS- 4 ANCWOR QU4(4TITIES...,•.r••4• • DE;IGyPRISSYRES a 519 ASCEMBLYOETAILS/80M R 18 6 • • . •• ••• • ••• •• • 5/113LAMINATED —t GLASS STACK .090' SUTACITE VB 81' KURARAY AMERICA, INC EXTE fro' At8EALED GLASS 11/18" GLASS BITE GLASS TYPE 1 7/8' NOM. GLASS STACK 0 7N8'AIRSP TEMPERED ASS 11Y ANNEALED OR EXTERIOR HT CRASSLAMINATED OOSTA IASS STACK 1/0" ANNEALED GLASS .090'BUTACIT Ve BY KURARAY AMERICA, INC. 7110" LAMINATED GLASS STACK 3118' ANNEALED OR I• HEAT -STRENGTHENED / n. GLASS ' I ii.,: 0 .000' SAY K 090/60Y AMERICA, INC. 3/18' ANNEALED O# HEAT-STRENOTNENED GLASS 11/18' GLASS BITE GLASS TYPES 2 & 3 NW ANNEALED GLASS 114' AIRSPACE 3/16'ANNEALED GLASS 7116" LAMINATED OtASS STACK 3/10" ANNEALED OR HEATSTRENGTHENF-D GLASS .303' SCAN IIURARAY AMERICA, INC. 3110" ANNEALED OR HEATSTRENO70ONED GLASS 11/18" GLASS BITE 4-1/2" MAX. O.C. IF WIDTH 15 33.478' & OVER (HEAD 8 SILL) GLASS TYPES 4 & 5 710" NOM GLA35 STACK 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 CERT. OF AUTH. #29296 1/4' AIRSPACE 3/18' TEMPERED GLASS GLASS TYPES 6 & 7 -h.-7110"MI LAMINATED OLA5S STACK 3/15• ANNEALED OR EAT -STRENGTHENED GLASS .090" SAY KURARAY AMERICA, INC. 31Ir ANNEALED OR IEATSTRENOIHE7ED (LASS 5XTERIOIR 11/18' GLASS BITE GLASS TYPES 8 & 9 Revised By, Dote: Revision B: PRODUCT REVISED as complying with the Florida Building Cude Acceptance No / '0811.118 Pa Mitten Dale ,.�.�1R 6L/) i r Product Revised By. LM Dale: 5/15/15 Revision k 5TH EDITION (2014) FBC UPDATE Oeseription: GLAZING DETAILS Drown By: J ROSOWSKI T/Nk: CASEMENT WINDOW DETAILS - LM & SM Dole: 08/08/12 Series/Model: CA -740 score: NTS Shea/, 1 OF 10 Drawing No. MD-CA740-LM Rev: A ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION OPTION 1 INSTALLATION ANCHORS INTO 2X WOOD. AS REQUIRED PER TABLE 3. SHEET 4 EXTERIOR a EDGE DISTANCE EDGE DISTANCE EMBEDMENT WINDOW HEIGHT ATTACHED TO FRAME JAMB ATTACHED TO VENT JAMB VISIBLE LIGHT HEIGHT (DLO) ATTACHED TO FRAME JAMB ATTACHED TO VENT JAMB JAMB HARD- WARE BUCK HEIGHT ATTACHED TO FRAME JAMB TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 4. CONCRETE/CMU PER ANCHOR REOUREMENT INSTALLATION OPTION 2 NSTALLATION ANCHORS DIRECTLY INTO MASONRY. 1 1 BUCK MADTH III ATTACHEDSLL TO O Alr\ 00 FRAME SLLJ ■ ■• ^"a�� Mte "� s INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL. EDGE DISTANCE #12 STEEL SELF -DRILLING SMS, SEE TABLE 3. SHEET 4. DADE APPROVED MULLION, ALUMINUM, STEEL FRAMING OR STEEL STUD. EMBEDMENT NOTES: 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. ATTACHED TO VENT SILL VISIBLE LIGHT WIDTH (OLO) OPTIONAL ADDON FLANGE HEAD, SILL 8 JAMBS SEE DETAIL Al, BELOW 2)ALL WOOD BUCKS LESS THAN 1-112• THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. I X WOOD BUCKS ARE OPTIONAL UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/Y THICK OR GREATER. 1X 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'. • 14 WGOD • • BUCKSBRIRP • •SEE NOTE 2} • • •TH18 SHEEP • • • • • • • •VtiMAXYFYM • • • • • •• EMBEDMENT • • • • • • • • • • • • • • • • • • • INSTALLATION OPTION 3 INSTALLATION ANCHORS THROUGH IX BUCKSTRIP INTO MASONRY. VERTICAL SECTION:B-B.1• v.• • • •• •• • •• ••• • • • • • ••• ••• • • •• FOR SNUBBER REQUIREMENTS, SEE TABLE 4, SHEET 4. WINDOW WIDTH HORIZONTAL SECTION A -A L—to► SEE DETAIL A2 BELOW \ pNY LYNN M/Zi '.': `�4 .•'•�\CENSE '•.F4l ' NNo. 56705 ro . 7/IE4�S "%••••.FCORIOP••'•• NAi- . '. A 1.(4#4./l lth! 'RE. P.0156705 NOTES: 1) WHEN INSTALLING COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10' MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERUNE. SEE TABLE BELOW: EXTERIOR EGRESS FORMULAS: WIDTH, WASH HINGE: WINDOW WIDTH - 13-1/2 WIDTH, EGRESS HINGE: WINDOW WIDTH - 7-112 HEIGHT: WINDOW HEIGHT - 6 VISIBLE LIGHT FORMULAS: WIDTH: WINDOW WIDTH - 7 HEIGHT: WINDOW HEIGHT - 7 Addltbnal Anehoro R•pdnd oo •■ch Std. Ode Ramo Numbly Tits (FAT) F Window Anchor typo u Width A 6,050 17'-flr 0 0 2T -25.W 0 1 > 2W+ 1 1 tWindow u Height Anchor Anchor Typo 8.0 8 0 1r-22.0 0 0 2T-25.5' 0 1 2r+ 1 i plook#•••••Ing Revised By: Dote: Revision B: Revised By: LM Dole: 5/15/15 Revision k NO CHANGE THIS SHEET PRODUCT REVISED m complying Nth Aho Florida Building Code �)Ip t w,a212 As, i ocplmcer■Ibn DoNole'.p By Ja...._ .2, , Midm' r .- Product o o$ , 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Description: CROSS SECTIONS & INSTALLATION Drown By: J ROSOWSKI Title: CASEMENT WINDOW DETAILS - LM & SM Dole: 08/08/12 CERT. OF AUTH. #29296 Series/Abdel: CA -740 Scala: NTS Sheet: 2 OF 10 Droving No. MD-CA740-LM Rev: A ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• CASEMENT (X) T WINDOW HEIGHT WINDOW WIDTH 740 SERIES CASEMENT EXTERIOR WINDOW 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 5-9, FIND THE SHEET FOR YOUR GLASS TYPE. FIND 711E PRODUCTS DESIGN PRESSURE FROM THE TABLE LABELED 'DESIGN PRESSURE (PSF) FOR SINGLE WINDOWS, ALL ANCHOR GROUPS". 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. 5) USING THE TABLE LABELED 'WINDOW ANCHORS REQUIRED' (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. 8) INSTALL AS PER THE INSTRUCTIONS ON SHEET 2. CASEMENT / CASEMENT (XX) AWNING / CASEMENT / FIXED CASEMENT (XXO) FIGURE 1: _ 10", SEE NOTE 7, THIS SHEET 740 740 SERIES ASSEMBLYCASEMENT Y CASEMENT TUBE CASEMENT WINDOW WINDOW FIGURE 2: 10", SEE NOTE 7, THIS SHEET MIN. 6 12 X 1" SMS THROUGH INSTALLATION HOLES 740 SERIES CASEMENT WINDOW FRAME ASSEMBLY TUBE HORIZONTAL SECTION C -C 740 SERIES CASEMENT WINDOW MIN.612X 1" SMS THROUGH INSTALLATION HOLES 740 SERIES AWNING - WINDOW' —0 FRAME _.— ASSEMBLY TUBE —D 740 SERIES --CASEMENT --- WINDOW E FRAME ASSEMBLY —E TUBE - 740 SERIES FIXED WINDOW 'SEE PRODUCTS NOA FOR INSTALLATION SPECS EXTERIOR a 740 SERIES AWNING WINDOW FRAME ASSEMBLY TUBE 740 SERIES CASEMENT WINDOW 740 SERIES CASEMENT WINDOW EXTERIOR a FRAME ASSEMBLY TUBE MIN. 612 X 1' SMS THROUGH INSTALLATION HOLES 740 SERIES FIXED CASEMENT WINDOW FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D -D VERTICAL SECTION E -E 1) DETERMINE EACH INDIVIDUAL NW4DOW 111PE, SIZE AND ALASSSAAK:UP6SEE FIGURES 1 & 2, THIS SHEET. DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. • • • • • • • 2) FROM SHEETS 5.9, FIND THE SHEET FOIVYSUfi14S'PF< : .: • e, • 3) FIND THE DESIGN PRESSURE $4 Tt�F,1 BLEPS ELE•tt'O 'D4IGNePRFtIMARE (PSF) FOR WINDOWS ATTACHED TO A VERTICAL FRAME ASSEMBLY TUBE' OR'DESIGN PRESSURE (PSF) FOR WINDOWS ACHED TO A HORIZONTAL FRAME ASSEMBLY TUBE' DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED. THIS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND TIE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE TIP -TO -TIP. FOR SIZES N07 SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT ! DIMENSION SHOWN ON THE TABLES. 4) USING THE TABLE LABEL EO•T�4N PSUCHO�STRF•OUWe (TABLE'2?$1EE7 �), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. • • • • • • • • • 5) INSTALL AS PER THE INSTRa(*1ION4ly1 SHEEN 24. NOTESHAT ADDITIONAL AR1iHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED (SEE SHEET 2), AND THAT MIN. caw Y ANCYORS ARE TO BE USLR) THROUGHYHE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS ON THIS SHEET). PRODUCT REVISED as complying with the Florida Building Code Acceptance No 17'OP1-1.13 Expiration Due 0.7si rt '2010 By Miami et FRAME ASSEMBLY TUBE NOTES: 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. 612 X r SHEET METAL SCREWS. USE THE SAME SPACING AND QUANTITY AS THE OPPOSITE FRAME MEMBER. 5) THE FRAME ASSEMBLY TUBE MAY NOT EXCEED sr IN LENGTH (AS USED IN A 83' FLANGED WINDOW) OR BE USED IN TEE 012 CROSS CONFIGURATIONS. 8) THE FRAME ASSEMBLY TUBE IS NOT REQUIRED TO BE CLPPED TO THE SUBSTRATE. AU. 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 ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: AddIInW Anehoos Required on each Ride of 0• Fromm Assembly 750. (FM) e, LL 1 Window Wldth Ichor Type A B,C&D 17"-22.7 0 0 2Y • 25.7 0 1 26'* 1 1 a 11 Window Height type A 8,060 17".22.7 0 0 -7 23 25. 0 1 284 1 1 A'75 N oe O Ce W s: -J m � ▪ J 0 kO z qY as 3 pL] m t O J • LL. W rh 0 o uf— Sz Z Z • _ I co < .0 CERT. OF AUTH. #29296 7c: • * No. 56705 o:. S ATL= F • S'ONt1'._,� F-\ A LYi4Il'MILLrey'P.E. P.Ee 56706 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 2: TABLE 3: Group Window Anchors Required Substrate Min. Edge Min. O.C. Distance Mln. Embedment Window Width (In) under23' Anchor Group 2515018' 27-3/4' 30' 33-1/2' 35' 37' A 8. Pine 6/8' Anchor Group AnoMr Group Anchor Group Anchor Gimp Anchor Group Anchor Group .050' B C&D A 8 C60 A B C&D A B C60 A B C&D A B C60 A 8003-T5 Alum. 3/8' g 35S under 23' Jamb Head/SIA 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ' 2 2 2 2 B C&D 1-3/4' 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 2 2 25.15418' 36.316' 'fib Hed/8111 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 Jamb Head/8M 2 4 2 4 2 4 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 2 3 2 3 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 No 5/18' steel Macon 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 4 40' Jamb /lead/SM 4 4 4 4 8 4 4 8 4 4 0 4 4 6 4 4 6 4 6 4 3 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 8 4 saw Jamb Had/8M 4 6 4 4 6 4 4 6 4 4 8 4 6 • 4 8 6 4 6 4 3 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 6 4 &, Jamb Hand/SM 8 6 4 6 6 4 6 8 4 8 8 4 8 • 4 6 8 4 8 4 3 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 8 4 er Jamb Head/SM 0 2 0 8 0 • e 6 8 8 e 0 8 e e 8 8 6 e 6 4 3 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 8 6 77 Jamb Head/8M 6 6 0 6 8 6 8 6 6 8 10 8 8 10 6 6 10 8 0 4 3 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 10 8 713' Jamb Head/SIN 8 8 0 8 8 6 8 10 8 8 10 8 8 10 8 6 10 6 6 3 3 Jamb 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 10 6 e4 8 8 6 8 10 6 0 10 0 6 10 6 8 10 6 3 3 Hesd/SM 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 TABLE 3: Group Anchor Substrate Min. Edge Min. O.C. Distance Mln. Embedment Anchor RePlata quired? A 1/4' steel Ukraoon Hollow Block V 6' 1-1/4' No 014, steel SMS (05) or 814, 410 88 8M3 8. Pine 6/8' 1' 13/8' No 6003-T5 Mum. 3/8' 5/0' .050' No A36 Steel 3/8' 5/6' .050' No A659 Stud, Gr. 33 3/8' 5/8' .035', 20 Ga. No B 812, steel BMS (05) or 812, 410 8S 8M8 S. Pins 5/8' 1' 1-3/8' No 8003-T5 Alum. 3/8' 548' .050' No A36 Steel 3/8' 5/8' .060' No A•53 Stud, Gr. 33 3/8' 5/8' .035', 20 0a. No C 2.85k Concrete 2-1/2' 4" 1-3/8' No 1/4' steel Ullrecon 2.65k Concrete 1' 4" 1-3/4' No Hollow Block 2-1/7 5' 1-1/4' No 012, steel SMS (05) 00 012, 410 SS SMS S. Pkr 6/8" 1" 13/8' Yee 608375 Alum. 3/8' 5/8' .0713' Yes A98 Steel 3/8' 5/8' .050' Yes A653 Stud, Gr. 33 3/8' 5/6' .045', 16 Ga. Yes D 014, steel SMS (35) or814,41083SMS S. Pine sir I' 13/8' Yea 6083.76 Alum. 3/0' 5/8' .0713' Yes Ase Steel 3/8' 5/8' .050' Yes *653 Stud, Gr. 33 3/8' 5/8' .046', 18 Ga. Yes 1/4' steel 1Ahecon 2.85k Concrete 1' 4' 13/4'• • •Nett e 2.85k Concrete 2-1/2' 4' 134' Ya • Hollow Block 2-1/2' 5' 1.11!' %I` Fled Block 2.1/2' 4' 1-3/4' • Yes • 1/4' 410 SS CreleFlex 3.35k Concrete 1' 5' * 1.3/4'• • Ibo• Hollow Block 2.1/7 5' 1-1/4' No 5/18' steel Macon 3.6k Concrete 1-1/4' 5' 13/4' No Hollow Block 3 -UM 5' 1-1/4' No Red._--- Md Bock 2-1/2' 5' 14/4' • • •No 1) ANCHOR MUST EXTEND A MINIMUM OF 3 THREADS BEYOND ANY METIVISUBSIMA▪ TO 2) ANCHORS MAY BE HEXHEAD, PANHEAD OR FLATHEAD. • • • • • •• • • •• • • • • • V • • TABLE 4: Jamb Snubber Locations 10'x•-•+10" 'moi." Glass Type: '.-14' PVB SB 25" (Types 1, 4 & 6) (Types 2,3 68.9) 83' and None 12' max. from lest Required each sire 630` max O.Q 12' max. torr) 12' max. tan mar 63' each end l30' esoh erre 630' max O.C. max O.C. 'PVB'= BUTACIT BY KURARAY AMERICA, INC 30'• SENTRYG Y KURARAY AMERICA, INC. 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 HEk3HT DIMENSION SHOWN ON THE TABLE. EXAMPLE 1: FOR WINDOW COMBINATION SHOWN BELOW; 7/18' ANNEALED SG LAMI. GLASS, 1/4' MASONRY ANCHORS INTO CONCRETE, •70/-80 PSF DP REQUIRED, NO ANCHOR PLATE CASEMENT ANCHORS: A) FROM TABLE 9, ANCHORS C 6 D ALLOW A DP OF +70/-90. 8) 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 2, 6 ANCHORS ARE REQUIRED IN EACH JAMB. D) SIMILARLY. 2 ANCHORS ARE REQUIRED 1N THE HEAD 8 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 TUBE SIDE OF THE AWNING (HEAD & SILL). FIXED CASEMENT ANCHORS (8EE BEPERATE NOA): A) FROM TABLE 9, ANCHORS C 6 D ALLOW A DP OF +70/-83.1. B) fOR TUE JAMB, !IgM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND LTh TR FE �ESIQEO AND DOES NOT REQUIRE THE ANCHOR PLATE. 404/40.4E 28,43 ANCHORS ARE REQUIRED 04 EACH JAMB. D) EIMIL/Sm1Y!3 ARa10RS ARE REQUIRED IN THE HEAD 8 SILL. E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. F) QER RULESIONISHEIEVPINSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE SIDE 0 THE FIXED CASEMENT (HEAD & SILL). • • • • • • • • • • • • •• • • • 10 8' 61' PRODUCT REVISED as complying with Iho Florida Building Code Ac�NO %5-o 19'13 pirolboeplmCel7•e TrUI �)8 SAMPLE CONFIGURATIONS: X11 x+, r\ 0 F,I 0 0 A rx� t /\ X� 0 144.. 10'x•-•+10" 'moi." -41 '.-14' / <\J-/' — — 25" 20' ►f -- 20' ss-{ a 48' 13.25' T 1 04) ce w J ‘a- a I 8'D O 53 . S 0 u- 0 o Z U a 5 o,e �o oa0 oZ z 00,0", 'LYNN A fi/ / �NY No. 58705 • * CERT. OF AVTH. #29296 ••• • • • 18 • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • ••a • • • • • • 1 • • • • • • •• •• ••• • • 1415 <ORIDP..•'�„- /bNAI: \`‘ A.rLMNNMLLEkP.E. PEA 5870:1 TABLE 5: under 23' 25-15/16' 38-3/8' 48• 50.6(8' 60' 63' 72• 78' 4' TABLE 6: 11 under 23' under 23' *70140 +70/40 +7W-90 +70/40 +70/40 +701-90 +70140 +moo +70/40 +70140 Design Preaeure (n»t) br Single WaMow0, Al Anchor Groups 25-15/16' +70/30 +70/-90 *701.90 +70/-90 +71040 +70/40 +70/40 +701-07.2 +70/.4.6 *701.60.4 273(4' +701-90 +71040 +7W-90 +70140 +70/40 +70/-90 +70/40 +7W-77.7 +701-75.7 +70/-713 Window Width 30' *701-90 +70/40 +70140 +701-90 +70/-03 +7W48.5 +70/44.3 +601-71.5 +/47.3 +80/22.1 33.1/7 +70/40 *70/-80 +7W40 +70/40 +70140 +70/20.6 +7W-76.5 +801.92.4 +1-56.9 47- 4.2 35' +70/40 +70/40 +70/40 +70/.90 +70140 +70/-77.7 +701-73.7 +60/- 00.9 +/- 57.2 37' +701-90 +70'40 +70140 *70/41 +70/49.2 •701-743 +710-73.1 +/- 59.3 +/- 55.6 FOR GLASS TYPES: 1) 5/18" LAMI (1/8 AN - .090"PVB -1/8 AN) 4) 7/8' LAMI. IG: (1/8" AN - 7/16" AIR - 1/8" AN - .090" PVB -1/8" AN) •PVB'= BUTACITE6'VB BY KURARAY AMERICA, INC. 1 WINDOW HEIGHT WINDOW wro7H SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. Design Pressure (pal) for W htd5ws Mached toe Vertical Frame Assenbly Tuba 9J4,11J4 - 1. ' IZ,1' PRODUCT REVISED co complying with Ila Flrxidl Building Coo s. 914.13 Asccplvrco No mum Ax iratiat Date . U,,: ,..,, 1.. By M1wnl A .7W-90 25.15/18' +70/40 38318' +70/.90 48' +701-73.1 505/8" *1.89.3 65 +1-58.5 83' +1-55.7 under 23' Anchor Orcup B +701.90 +701.90 +7W-71.6 ./-57.3 */-54.3 +/-458 +1.416 C +70/-90 +7W-90 +75-90 +701-90 +70' 0 +70/4.7 *701-80.7 D +70/.90 +7W40 +70/-90 +70/-90 .701-g0 .701.90 +70189.5 A +701-g0 .70/40 +70121 +/-84.8 +141.4 +1.51.8 +1-453 25.15/16' Window Width Anchor Group 8 +75.90 +75-g0 +701-90 +75.90 +70/-90 +701.81.2 +701.773 C&D +701.90 +701-90 +701.90 +7W90 +70/-90 +70/40 .70/-90 273/4• Anchor Group B +70/.90 +701-g0 +75-90 •75-90 +70/40 +701.75.9 +75.723 A,C&D •70/40 .701-90 *75.90 +70140 +70.90 *701-g0 +70/-g0 TABLE 7: j under23' 25.15/16• under 23' Anchor Group Al +7W-90 +70/40 363/8' 48' so -sir 80' +70/40 +70/40 +70/40 +70/40 63' 77 +70140 +7540 76' 4" +70/40 25.15/18' Anchor Group Al +70/40 +70/40 *70,90 +7040 +70/40 +71040 *70/40 +7047.2 +70/24.6 273/4' Anchor Crap Al +7540 +70140 +701-00 +70/40 *70140 +71040 +70/40 +701-77.7 +7W-75.7 Design Pressure (pat) b. Windows Attached to a Horizonte, Frame Assembly Tube 30' Anchor Grip Al +7W-90 +70/40 +70/40 +7W40 *70140 +701486 +70/44.3 +7W-71.5 +/27.3 Window Width 33.1/7 Anchor Group 8 +70122.1 +70/40 +70100 +70140 +701.90 +70140.6 +70/-76.5 +80/42.4_ +/48.9 +70/40 •70120.4 +70471.3 +60/42.1 +144.2 A, C & +70140 +70/40 +70/40 +70140 +7040 +70/20.8 +70/.76.5 +901.112.4 +/48.9 +/-64.2 A *70/23 +70128.9 +7W4o +70/40 +70193 +70/-77.7 +701-73.7 +60/40.9 +/27.2 35' Anchor Group B +75-785 •70140 +70/40 c6D +7540 +70/40 +70,45 30' Mchor Group 8 *70/.90 A CID +7W-90 +710.90 *701-0) +70/-90 +75.90 *70,27.8 +70190 +704432 +70190 +7W-70.2 +7528.5 +1289 +70/44.3 A +7040 +70/44 *70/40 +jam •�• VW4D 1070140 7►014A.7129.: s -n.7 -Ti7 +701437 X20.91 4727.2 • +7014)0 .+70.74.• +1b4J7 •+7Itr.p.T 4 20.9+129.3 +/-57.2 +/25.6 37• Anchor Group 8 +701.74.3 +70/40 470/-90 •*70D0 ;70149.2. •7b -►d.3 7701-0.1 +/49.3 +/25.6 A +7W-90 +70/-90 +70/-g0 +70120 •701.90 +7020.3 +70/-76.5 CSD +75.90 +70490 +7040 945'0/4 +70129.2 •+1p/44.3 0701-70.1 +120,3 +/25.6 • ••• a • • NOTES: • • • • • • • • • 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE COHROURATION3. • • • • • • • •• 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. • • • • • • • • • . .. • . •• •. • . • • .• .• • • • • • •• 33.1/2' Mchor Group 8 +701-g0 CSD +701.90 35" Anchor Group 8 +70.90 A,CBD +75.90 37' Ancha Group 8 +7590 A, CBD •70/90 •70/-g0 +7W-90 +70170.6 *701.74.8 +1-835 +1-599 *701.90 +701-9D +70/-90 +7W-90 .70180.6 .75-765 +701.90 +701 -go +70/40 +70/49.2 +701-75.2 +701.71.6 +70/ -go +701.90 •701.90 +70/.90 +7W-77.7 +701-73.7 1 WINDOW FRAME HEIGHT ASSEMBLY TUBE Kr MAX. T I f ADDITIONAL ANCHOR (4), IF REQ, I WINDOW WIDTH SEE SHEETS 1 6 4 FOR WNDOW ANCHOR OCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. +7090 +7590 +7098.9 +70/-4.3 +75.71.2 +127.8 +70/40 +701.90 • 701-90 .701.89.2 +70/-74.3 .7W-701 10' MAX 1 WINDOW HEIGHT I FRAME ASSEMBLY TUBE WINDOW WIDTH ADD1710NAL ANCHOR (4), IF 1,90. SEE SHEETS 1 8 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. Id) N a 0 8 Q !n z° Q q p (/) J LL Q O L- a U7 0 co 0°Z Z Z v W r•-• w ,a oQ gU �U tt CERT. OF AUTH. ,29296 ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • •• • No.50705 /1/6:1b////Aram lL d`vE\ Pk" 59705 TABLE 8: TABLE 9: 1 WINDOW HEIGHT WWIDR1INDOW k- SEE SHEETS 1 8 4 FOR WNDOW ANCHOR LOCATIONS AND QUANTITIES. FOR GLASS TYPES: 2) 7/16" LAMI (3/16 AN - .090" SG - 3/16 AN) "SOa'a SENTRYGLASpBY KURARAY AMERICA. INC. PRODUCT REVISED complying with the Florida Building Code Acceptance No 1-1•13 Bxpirst/on Dein .r.7AWI 221518 By , 4l,. 2' Min i r . • • eta f 1 under 23" 25.15116' 38.3/8" 48" 50-5/8' 60' 63' Design Pressure (p50 far Windows Abseiled 10 a Vested Frame Assembly Tube A +7x•90 +70/-90 +70/40 +701-731 +1.89.3 +138.5 +1-55.7 undw 23' Anchor Group 8 .701.90 +70/.90 *751.71.8 +1-57.3 +1-54.3 +1-45.8 +1.43.8 C .701.90 •701-90 +751.90 +7x40 +70/.90 +70/.84.7 +7aA0.7 D +751.90 +751.90 +70/-99 +70/-90 *701-90 *7x-90 +75149.5 A . +701-90 +701.90 +70/.81 +1.64.8 *1-01.4 +1-51.8 +1-49.3 25.15/18" WMdow Widh Mchor Group 27.3/4• Mchor Group 30" 33.1/2" 35' 37' 0 +701-90 +7x•90 +7x.90 +70/-90 +701-90 +701-81.2 +70.77.3 C&D +701-90 +70,-90 +701.90 .70/.90 +701-90 +701.90 +701-90 8 +7090 +701.90 +701.90 .70/.90 +7040 .ro-75.9 +701.72.3 AC&0 +70/.90 +701-90 +701-90 +701-90 +70/40 .751.90 +701-90 A +751.90 +7x-90 Anchor Group B +701-90 +701-90 +70.90 +701-90 +701-90 +701.87.8 *701.90 +7x-03.2 .70I.88.8 +751-70.2 +70145.3 +148.9 C6D- +70140 *75140 A +701.90 +701-90 +70/40 - +701-90 Anchor Orap B *701-90 +7x•90 Cao +7x-90 +70/.90 Melia Group 8 +70/90 +70140 A,C&D +70/.90 +70140 A +701-90 +701.90 Mchor Group B +70/43 + 70140 C&D +70/-90 +70/40 +701-90 +7x-90 +7x40 +751-90 +70'40 +70/.90 +70/.603 +701.78.5 TABLE 10: '-- Design Pressure (pe0 la Windows Attached to a Horizontal Frame Assembly Tube Design Pressure (p.0 for Single Windows, AI Melia Groups Window NAM) under 23' 25.15/16' 27x14" 30' 33.1/2" 35' 37' 33.1!2' wrier 23" +951-130 •851-130 +901-130 +901-130 +901-130 +901.130 +901-130 26.15116" +901-130 +901-130 +901.130 +90/-130 +901.130 +901-130 +901-130 M 38-318" +901-130 +90/-130 +901-130 +90/-130 +90/-130 +901-130 +901-130 46' +901.130 +90/.130 +901-130 +901.130 +901-130 +901.130 +801-130 .701-78.5 504/8" +901-130 +90/-130 +901.130 +901-130 +0(y.130 +901.130 +901-130 +701-90 80' +901-130 +901-130 +901-130 +90/.130 +901-130 +901-130 +901.130 .75190 83' +90130 +901-130 +901.130 +901.130 +90/.130 +901-130 +801-129.6 +7090 72' +00-130 +90/-130 +951-130 +901-130 +901-129.1 +901.122.5 +901-113.8 +75190 78' +951-130 +951-130 +901.130 +900-130 +901-124.1 +90i-116.7 +901-107.8 • +1/40....7d40 84' +901-130 +901.130 +91Y-130 .951.130 +90-118.4 +70/-90 +70.90 TABLE 9: 1 WINDOW HEIGHT WWIDR1INDOW k- SEE SHEETS 1 8 4 FOR WNDOW ANCHOR LOCATIONS AND QUANTITIES. FOR GLASS TYPES: 2) 7/16" LAMI (3/16 AN - .090" SG - 3/16 AN) "SOa'a SENTRYGLASpBY KURARAY AMERICA. INC. PRODUCT REVISED complying with the Florida Building Code Acceptance No 1-1•13 Bxpirst/on Dein .r.7AWI 221518 By , 4l,. 2' Min i r . • • eta f 1 under 23" 25.15116' 38.3/8" 48" 50-5/8' 60' 63' Design Pressure (p50 far Windows Abseiled 10 a Vested Frame Assembly Tube A +7x•90 +70/-90 +70/40 +701-731 +1.89.3 +138.5 +1-55.7 undw 23' Anchor Group 8 .701.90 +70/.90 *751.71.8 +1-57.3 +1-54.3 +1-45.8 +1.43.8 C .701.90 •701-90 +751.90 +7x40 +70/.90 +70/.84.7 +7aA0.7 D +751.90 +751.90 +70/-99 +70/-90 *701-90 *7x-90 +75149.5 A . +701-90 +701.90 +70/.81 +1.64.8 *1-01.4 +1-51.8 +1-49.3 25.15/18" WMdow Widh Mchor Group 27.3/4• Mchor Group 30" 33.1/2" 35' 37' 0 +701-90 +7x•90 +7x.90 +70/-90 +701-90 +701-81.2 +70.77.3 C&D +701-90 +70,-90 +701.90 .70/.90 +701-90 +701.90 +701-90 8 +7090 +701.90 +701.90 .70/.90 +7040 .ro-75.9 +701.72.3 AC&0 +70/.90 +701-90 +701-90 +701-90 +70/40 .751.90 +701-90 A +751.90 +7x-90 Anchor Group B +701-90 +701-90 +70.90 +701-90 +701-90 +701.87.8 *701.90 +7x-03.2 .70I.88.8 +751-70.2 +70145.3 +148.9 C6D- +70140 *75140 A +701.90 +701-90 +70/40 - +701-90 Anchor Orap B *701-90 +7x•90 Cao +7x-90 +70/.90 Melia Group 8 +70/90 +70140 A,C&D +70/.90 +70140 A +701-90 +701.90 Mchor Group B +70/43 + 70140 C&D +70/-90 +70/40 +701-90 +7x-90 +7x40 +751-90 +70'40 +70/.90 +70/.603 +701.78.5 TABLE 10: NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. • • • • • • • • • • • •• • •• • • •• •• • • • 0 00 •-� • • • • • • • • +7x-90 +70/.90 •751.90 4701-708 +701.74.9 +751-90 *701.90 *751.90 +701.93 +70.90 +70/.90 +75140 +701-90 +701-89.2 +701-752 +701.71.8 T ---- WINDOW WNDOW HEIGHTI _!__I. Design Pressure (pe0 la Windows Attached to a Horizontal Frame Assembly Tube 10 TMAX. 1 _...1I IN Mos Wwh WINDOW WIDTH Imo' under 23" 25.15/18" 273/4" 30" 33.1!2' 35" 37" McIrcr Group Anchor GramGroup Anchor Anchor Group Anchor Group Mcha Group Anchor Group Anchor Gray AI M All M 8 ACRD A 8 CaD A B C&D under 23" +7090 +70190 +701.90 +751.90 +70/421 +701-90 +70.90 .701-78.5 .701.90 +70/40 .701.74.3 .701.90 25.15!18' +701-90 .70/-90 +701-90 .751.90 +70190 +701.90 +70/48.8 +701.90 *70/-90 .7084 .701.90 .75190 g 38.378" +701-90 +70/90 +70/.90 .701-90 +70/.90 .70/-90 +7090 +70.90 .701-90 +70/90 +751.90 +20.90 f 48" +701-90 +75190 +70190 +701-90 .70.96 *701.90 +7090 =7x-90• • 0701180 a +751.90 • +1/40....7d40 50-518" +7090 +70/40 .70140 +70/-90 +70.90 +70/.90 +751.90 • +701-90 :10/411, a + • •20.94 *701-90 60" +75140 +701.99 .7090 +701-90 +70/.90 +701-90 +751.90 • y0/ -9D +7-0l 0 . �_9 • ►751.90 • 83" +701.90 *70/.90 +70/.90 +70/90 +701-90 +70/90 *701-90 +7M40 ' •7 1 + +VII : +�.90• .+712.90 . • +70/.90 72' +7090 +7090 +7090 +7090 +701. 90 * 701-90 *70.90 • . • ria -915 • a 7 1 +Ta -915 .7090 .751.90 *70/•90 78' +70.90 +751•90 *70/43 +701.90 +70-90 +7090 .7090 +70/90 +751.90 +751-90 +70/-90 +701.90 84" +701-90 *701-90 +70/.93 +701.90 +701.90 __ +751.90 - - - - - - - - NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. • • • • • • • • • • • •• • •• • • •• •• • • • 0 00 •-� • • • • • • • • +7x-90 +70/.90 •751.90 4701-708 +701.74.9 +751-90 *701.90 *751.90 +701.93 +70.90 +70/.90 +75140 +701-90 +701-89.2 +701-752 +701.71.8 T ---- WINDOW WNDOW HEIGHTI _!__I. FRAME ASSEMBLY TUBE ADDITIONAL ANCHOR (4), IF REO. I 10 TMAX. 1 _...1I WINDOW WIDTH Imo' SEE SHEETS 1 6 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. .70/-90 *7x90 +751.90 +70/40 +70/.90 +701.90 +70/-90 .701-90 +751.565 +70140 +70'.66.9 .701-84.3 +70-71.2 + 147.8 +70/.90 +701.90 +701.90 +70140 +70/.90 SEE SHEETS 18 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. to In N g0 000 • • • • 000 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 410 • • 000 • • • 000 • • TABLE 11: TABLE 12: FOR GLASS TYPES: 3) 7/16" LAMI (3/16 HS - .090" SG - 3/16 HS) 7) 7/8" LAMI. IG: (3/16" AN - 1/4" AIR - 3/16" HS - .090" SG - 3/16" HS) 9) 7/8" LAM,. IG: (3/16" T - 1/4" AIR - 3/16" HS - .090" SG - 3/16" HS) 'SG'• SENTRYGLAS.By KURARAY AMERICA INC. WINDOW HEIGHT -+-� WINCOW '--- WIDTH SEE SHEETS 1 8 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. Gala, PRODUCT REVISED es complying with the Florida A c*cpl* X15" • 19.13 Dsplrotionn Dara T77/1a1 tag . .10/,, 50 r•� .:Control 26 fi urd 2515118" 38-3/8" 48' 50.5/8' 80" 83" Design Pressure (psl) for Windows Attached to a Vedkal Frame Assembly Tube 1 A under 23' Window Width Anchor Group 2515/10' 27-3/4" 30' Anchor Group 01-90 +70/-90 +701.90 +7W-731 +/•89.3 +158.5 +155.7 B +701.90 +70/.90 +79.71.8 +154.3 ./-45.8 +1.43.6 C +701.90 +701-90 +70/-90 +701-90 +701-90 +701.847 .706807 D +70693 +701.90 +701.90 .701,90 +701.90 +70140 +79-89.5 A 8 CSD Anchor Group 8 C413 +701-90 +7W-90 +70141 +/-64.8 +141.4 +/-51.8 +1-49.3 +70/.90 +79.90 +70/-90 +701.90 +70(43 .79.81.2 +701.77.3 +70/.90 +701.90 +70/-90 +70/.90 +79.90 +701.90 .79-90 +701-90 +70/40 +701.98 +701.90 +70/.90 +79.75.9 +79-72.3 +79-90 +70/.90 +79.90 +79-90 +79.90 +79-90 +70,90 Anchor Group A B C&D +701.90 +70,90 +701.90 +70/40 +79.90 +701-90 +701-90 +79.90 +70.90 +7040 +7W-87.8 +701-90 +701-90 +7943.2 +701.93 +70149.6 +79.70.2 .7900 •701.85.3 +/48.9 +70140 A 331/2' Maar Group B CSD +79-90 +70/40 +701.90 +79-90 +79.90 +79.80.3 +701.78.6 +701.90 +7W-90 +701-99 +70/40 +701.90 +79.78.8 +701-74.9 +701.90 +79.90 +701.90 +70/-90 .79-90 +7943 .7940 35 Anchor Group B A,CBD +70/-90 4701-90 +70/.90 +701-90 .79.89.2 +79.75.2 +701-71.8 .701-90 +70140 +7014) +701.90 +70143 +701-9) +79-00 A 37' Anchor Group +701-90 +701.90 +7W-90 .701-90 +701-90 +7W-90 +79.08.5 B +7940 +70/-90 +701-90 +79.88.9 .70144.3 +70/.71.2 .147.8 Cao +70/40 +70/-90 +70/-90 .7W-90 +79.90 +79.90 ♦70,-90 TABLE 13: - - Design Pressure (pal) for Windows Attached toe Horzontel Frame Assembly Tube Design Pressure (pill) 0/r Singls Widows, AM Anchor Groupe Window Wath under 23' 25-15116' 27-3/4" 30' 33.112' 35' 37' 33-1/2' under 23' +901-130 +901-130 +90/-130 +901-130 +90/-130 +99-130 +90/-130 25-15116" +901.130 +901-130 +001-130 +901.130 +901-130 +901.130 +901.130 38.318' +901-130 +901-130 +901-130 +901.130 +901-130 +901-138 +901.130 1,48" +901-130 +901-130 +901-030 +901-130 +901.130 +90/-130 +901-130 60510 +901-130 +901-130 +901.130 +901.130 +901.130 +901.130 +901.130 1 60' +901-130 +901-130 +901-130 +901-130 +901-130 +00/-130 +901.130 +70(.34 83" +901-130 +901-130 +901-130 +901.130 +901-130 +901-130 +901-130 +79-90 72' +901-130 +901.130 +901-130 +901.130 +90/-130 +90/-130 +901.130 48' 78' +96/-130 +901-130 +901-130 +901-130 +901.130 +90/-130 +901.130 +111-9C+ 84' +901-130 +901.130 +901-130 +901-130 +901-130 +7990 +70.90 TABLE 12: FOR GLASS TYPES: 3) 7/16" LAMI (3/16 HS - .090" SG - 3/16 HS) 7) 7/8" LAMI. IG: (3/16" AN - 1/4" AIR - 3/16" HS - .090" SG - 3/16" HS) 9) 7/8" LAM,. IG: (3/16" T - 1/4" AIR - 3/16" HS - .090" SG - 3/16" HS) 'SG'• SENTRYGLAS.By KURARAY AMERICA INC. WINDOW HEIGHT -+-� WINCOW '--- WIDTH SEE SHEETS 1 8 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. Gala, PRODUCT REVISED es complying with the Florida A c*cpl* X15" • 19.13 Dsplrotionn Dara T77/1a1 tag . .10/,, 50 r•� .:Control 26 fi urd 2515118" 38-3/8" 48' 50.5/8' 80" 83" Design Pressure (psl) for Windows Attached to a Vedkal Frame Assembly Tube 1 A under 23' Window Width Anchor Group 2515/10' 27-3/4" 30' Anchor Group 01-90 +70/-90 +701.90 +7W-731 +/•89.3 +158.5 +155.7 B +701.90 +70/.90 +79.71.8 +154.3 ./-45.8 +1.43.6 C +701.90 +701-90 +70/-90 +701-90 +701-90 +701.847 .706807 D +70693 +701.90 +701.90 .701,90 +701.90 +70140 +79-89.5 A 8 CSD Anchor Group 8 C413 +701-90 +7W-90 +70141 +/-64.8 +141.4 +/-51.8 +1-49.3 +70/.90 +79.90 +70/-90 +701.90 +70(43 .79.81.2 +701.77.3 +70/.90 +701.90 +70/-90 +70/.90 +79.90 +701.90 .79-90 +701-90 +70/40 +701.98 +701.90 +70/.90 +79.75.9 +79-72.3 +79-90 +70/.90 +79.90 +79-90 +79.90 +79-90 +70,90 Anchor Group A B C&D +701.90 +70,90 +701.90 +70/40 +79.90 +701-90 +701-90 +79.90 +70.90 +7040 +7W-87.8 +701-90 +701-90 +7943.2 +701.93 +70149.6 +79.70.2 .7900 •701.85.3 +/48.9 +70140 A 331/2' Maar Group B CSD +79-90 +70/40 +701.90 +79-90 +79.90 +79.80.3 +701.78.6 +701.90 +7W-90 +701-99 +70/40 +701.90 +79.78.8 +701-74.9 +701.90 +79.90 +701.90 +70/-90 .79-90 +7943 .7940 35 Anchor Group B A,CBD +70/-90 4701-90 +70/.90 +701-90 .79.89.2 +79.75.2 +701-71.8 .701-90 +70140 +7014) +701.90 +70143 +701-9) +79-00 A 37' Anchor Group +701-90 +701.90 +7W-90 .701-90 +701-90 +7W-90 +79.08.5 B +7940 +70/-90 +701-90 +79.88.9 .70144.3 +70/.71.2 .147.8 Cao +70/40 +70/-90 +70/-90 .7W-90 +79.90 +79.90 ♦70,-90 TABLE 13: NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUB8ER REQUIREMENTS. • • • • • • • • - • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • FRAME ASSEMBLY TUBE ADDITIONAL ANCHOR (4), 5= RED. Design Pressure (pal) for Windows Attached toe Horzontel Frame Assembly Tube Window Width under23' 25-15/18' 27-3/4" 30' 33-1/2' 35" Anchor Group Mcbor Group Mcbor Group Anchor Group Anchor Group Anchor Group Anchor Grow 37" Anchor Group AN All AM AM 8 A, C B D A 6 C& D A 8 C& D under 23* +79-00 +701-90 +7940 +701.90 +70142.1 +79,90 +70,90 +70148.5 +70/-90 +70-98 +701.74.3 +70/40 25-15/18" +79-90 .75-00 +7540 +79-90 +70'40 +7940 +70/.88.8 +70140 +7W-90 +70(.34 +70/-90 +7W-00 38.3/8' +70,90 +7(190 +79.90 .79-90 +79-90 +70'.90 +7940 .70140 +70/43 +70/43 .70/ +79.90 48' +7(1-90 +79.90 +70190 +7990 .701.90 +79.90 +70140 -•: •4101t* +111-9C+ - a •7910 +70/.9) 506/8" +70140 +7990 +70.90 +79.90 +7990 +70.90 +79.90 4 +701-90 • +701 • iC •4�9D•• •. ; TABLE 14: TABLE 15: FOR GLASS TYPES: 5) 7/8" LAM/. IG: (1/8" T - 7/18" AIR - 1/8" AN - .090" PVB - 1/8" AN) •PVB'= BUTACITE4'VB BY KURARAY AMERICA, INC. 1 WINDOW HEIGHT WtO--I-1r SEE SHEETS 1 6 4 FOR WNDOW ANCHOR LOCATIONS AND QUANTITIES. PRODUCT REVISED m complying with Oto Florida Building Code Acceptance N035.05v:1.13 Es 'ration Dale rin 1201$ BY Mian'• 1Product - Design Pressor• (pager Windows Attached to a Horizontal Frame Assembly Tube Design Pressure (pat) br Single Windows, Al Anchor Groups W4ndow Width under 23• 25.15118• 273(9• 30' 33.117. 35" 37• 35' under 23' +7W-90 +701410 +701-00 +70/40 +7(140 +70/40 +70140 Anchor Group 25-15/18' +701-00 +701-00 +701.0 +70140 +70140 +70/40 +70/40 CBD 353/6• +7040 +70140 +70/40 +70/-0 +701.0 +70/40 +701-0 I48' A,CBD *701-00 +701-00 +7W-90 +7/40 +701-00 +70140 +70/40 +70/40 50.5/8' +7(140 +701.90 +701.0 +70/40 +701-90 *70/-00 +70/40 +70/40 60' +70/-00 +70/.0 *70/-00 +70/40 +70/40 +70/-08.8 +701-84.8 +70/40 83' +701-90 +71/-90 +70/-90 +70/44 +701-07.2 +70/-04 +701-79.9 *70/40 73" +7(940 *70/40 +7(146.5 +70/41.5 +801.70 +80(49,4 *801-87.8 +70/40 78• +70140 +70/40 +701-08.3 +701-76.7 +80/47.2 +80/-05.2 460/43.3 +70/40 84• +70/.90 +70140 +70141.3 +6/-70 +60/414 _ *70-90 +70/40 TABLE 15: FOR GLASS TYPES: 5) 7/8" LAM/. IG: (1/8" T - 7/18" AIR - 1/8" AN - .090" PVB - 1/8" AN) •PVB'= BUTACITE4'VB BY KURARAY AMERICA, INC. 1 WINDOW HEIGHT WtO--I-1r SEE SHEETS 1 6 4 FOR WNDOW ANCHOR LOCATIONS AND QUANTITIES. PRODUCT REVISED m complying with Oto Florida Building Code Acceptance N035.05v:1.13 Es 'ration Dale rin 1201$ BY Mian'• 1Product TABLE 18: FRAME ASSEMBLY TUBE ADDITIONAL ANCHOR (4), IF REQ. I k - Design Pressor• (pager Windows Attached to a Horizontal Frame Assembly Tube Malan Pressure (pal) for Windows Attached to a Verbal Frame Assembly Tubo under 23' I Window Width under 23• Anchor 25-1016" 27314• 301 33.1/2' 35' 37' A under23' A Grail Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Grail A 8 C D A 6 CBD 8 A,C&D A B C&D A 8 CSD B A,CBD B A,C$D +70/40 25-15/19' +70/.0 +70/-00 +71/40 +70/40 +70/.0 +70/.0 +7140 .7(940 *70/40 *701-00 +70/48 +70/40 +70/40 +70/40 +701.0 +70/-90 +71140 +701.0 +70/40 g 383/8" +70/40 +70/40 *70/40 +70140 +70/40 +70/40 *70140 +70/4o +70/40 *70/40 +70140 +70/40 +70140 +70/40 +70/40 +70/40 +70/40 +70/40 +70/40 +70/80 48" +70/40 *70/-73.1 *75/-71.8 +70/40 +70/40 +70/41 +70/40 +70/40 +70/40 +70/40 +70/-90 +70/40 +70440 +701-90 *70-90 +70/40 +70/40 +70140 +70/40 +70(40 +194;8 50-5/9" • +/47.3 +70/40 +70/40 +/44.9 *70/40 +70/40 *70/40 +70.90 +70/40 +701-87.6 +75/40 +70/40 +701-78.9 +70/40 +70/40 +701.00 +70/49.9 +70140 +501.70 60' +/49.3 +149.5 +/44.3 +70/40 +70/40 +/41.4 +70/40 +70/40 +70/40 *701-90 +70/-90 +70143.2 +70140 +70/40 +70/-74.9 +70140 +70/49.2 +70/43 +70/44.3 *70/40 64' 63• +7/40 +1.45.9 +70/44.7 +70/40 +141.5 +70/41.2 +70(.90 +70/-75.9 +70/40 +70145.5 +70/-70.2 +70/45 +70/-80.3 +/42.9 +70/-90 +701-75.2 *7048.6 +70/-71.2 +70144.8 +145.7 +1.43.5 +70/40.7 +7(949.5 +1-49.3 +70/.77.3 *70/40 +75/.72.3 +70/40 +70/45.3 +1409 +701-90 +70/.78.5 +445.9 +70/47.2 +7W-71.0 +70/44 +147.8 +70(.79.9 TABLE 18: NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. •• • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • •• �• • • • • FRAME ASSEMBLY TUBE ADDITIONAL ANCHOR (4), IF REQ. I k - Design Pressor• (pager Windows Attached to a Horizontal Frame Assembly Tube Widow Width under 23' 25.15/16' 27-3/4" 30' 33-1/2' 35' 371 Anchor Group Anchor Group Anchor Group A Ancho Grow Anchor Grorq Anchor Group A9 Al A5 All 5 A,C&D A B CBD A 5 CBD 1 1 under23' +70/40 +70140 *70/40 *70140 +70/42.1 +70/40 +70/40 +701.78.6 +70/40 +70/40 +713/-74.3 +70/40 26.16/16" +70140 +70/40 +70/40 +7040 +7040 +70/40 +75/48.8 +70/40 +70/40 +70/44 +70/43 +70/40 36-3/9" +70/40 +70/40 +70140 +70/40 +70/43 +70/40 +70/40 +70/.90 +70/40 +70/40 +70140 +70140 48• +70/-90 +70/40 *70/40 +70/40 +701-00 +70/40 +70/40 * NAN* • *70,02 ' +7j) D. +7/40 • •.,70/40 506IC +75/-00 +70/80 +70/40 +70/40 +70/40 +70140 +70/40 • *70/40 7� +J0-5 • .3 /4601 +70/40 70/40 +70/40 +7(9-00 +70/-88.8 */!/88.6 4 • •70188.6: +194;8 :+n-84.8 • 80' +70/80 +701.0 +70/40 +70/47.2 +701-87.2 +70/-84 +79484• 276/%1. *i/,9.9 ••+70•79.• 47o/44.870/40 • +70(.79.9 73" +70/40 +70140 +70/28.8 +70/41.5 +501.70 +80/.70 460/40. 4 • *4/49.4 . • +51/49.4 *8/47.5 +90/47.5 +6147.6 76• +70/40 +70/40 *7(449.3 +7(9-78.7 +8/47.2 +6/27.2 950/45.2 •80/46.2 +6/45.2 *8/43.3 +8/43,3 +00/43.3 64' +7/40 +7/40 *70/41.3 +8/40 +6041.8 +0441.8 NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. •• • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • •• �• • • • • SEE SHEETS 1 & 4 FOR WINDOW ANCHOR OCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDmONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. W 2 N w <0V Z 1 S � 8 0 Z cc 0 W W a z eco Ptd a • RU eti c cs N AN 71) J _ LL O w CO OCO NZ Z W co VU SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. CERT. OF AUTH. #29296 I s-0.58705 o UJ= ti �c` ' FLOR\OP• ' �� SloN P.E.e 59705 A!CYNN059705 P.E. ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • •• • FRAME ASSEMBLY TUBE ADDITIONAL ANCHOR (4), IF REQ. I k - } WNDOW HEIGHT IL 10' TMAX. I 1 '�1 WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANCHOR OCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDmONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. W 2 N w <0V Z 1 S � 8 0 Z cc 0 W W a z eco Ptd a • RU eti c cs N AN 71) J _ LL O w CO OCO NZ Z W co VU SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. CERT. OF AUTH. #29296 I s-0.58705 o UJ= ti �c` ' FLOR\OP• ' �� SloN P.E.e 59705 A!CYNN059705 P.E. ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • •• • TABLE 17: TABLE 18: WINDOW HEIGHT WINDOW WIDTH FOR GLASS TYPES: 6) 7/8" LAMI. IG: (3/16" AN - 1/4" AIR - 3/16" AN - .090" SG - 3/16" AN) 8) 7/8" LAMI. IG: (3/16" T - 1/4" AIR - 3/16" AN - .090" SG - 3/16" AN) "SG"= SENTRYGLAS0BY KURIRAY AMERICA INC. SEE SHEETS 1 8 4 FOR WINDOW ANCHOR LOCATIONS ANO QUANTITIES. PRODUCTREVISED hFirma of complying Building Code 15.05 Acceptance No 8%. ration D• Design pressure (peg ler Windows Attached to a Vertical Frame Assent* Tube A under 23' +70/.90 25.15/15' +70.90 38-8/8' +70/.90 48" +7(Y-711 50.5/8" +/-69.3 80" +/-58.5 53" +/.55.7 under 23" Anchor Group 8 C +70.90 +70-90 + 70/.90 +70/.90 +70.71.8 .701.90 +/-57.3 .70/-90 +/54.3 +70/.90 +/-45.8 +70/.84.7 + /-43.9 +70/40.7 0 +70.90 .70/-90 +70/40 .70/.90 +70/40 +70/40 +701-9.5 25-15/18' Anchor Group A B C&0 +70-90 +70141 +70/.90 +70/40 .70/.90 +70/40 +70/-81 +7W-90 .70/.90 4/44.8 +70/-90 +701.90 +/41.4 .70/-90 +70/.90 +/-51.8 +70/-81.2 +70/-90 +/-49.3 +70/.77.3 +70/.90 Window Wirth 27.3/4" Anchor Group B AC&O +70.90 +70.90 +70/.90 +70/-90 +70/-90 +70.90 +701-90 +70.90 +70/.90 .70.90 +70/.75.9 +70.90 +70.72.3 +7040 TABLE 19: 30" Anchor Group A 8 CSD +70.90 +701-90 +70/40 +70/40 +70/-90 +70/.90 +70/.90 +70-90 +701-90 w0/-90 +70/.87.8 +70/40 +70/-90 +70/-83.2 .70/-99 +70/-80.9 .70/.70.2 +70-90 +70(45.3 +/-66.9 .70/40 - FRAME ASSEMBLY TUBE ADDITIONAL ANCHOR (4). IF REQ. Design Pressure (ps1) br Single Windows, AN Anchor Groups Window dow Width abler 23' 25.15/18' 27-3/4' 30' 33.1/2 35" 37' 33.1/2" under 23" +90/.130-' +901130 +901-130 _ +90/-130 +0er-130 +90/-130 +901-130 Anchor Group 25.15/18' +90-130 +90-130 +931-130 +98-130 +90.130 +90/-130 +90/-130 I48" 38-1/5" +90/-130 +90-130 +90-130 +90-130 +90.130 +901-130 +90-130 +78-00 +90-130 +9W-130 +90-130 +90-130 +90.130 +90-130 +901-130 +7040 50-8/8' +90/-130 +90/-130 +90-130 +90.130 +90.130 +901130 +90/-130 +70/4) 80" +00/-130 +90-130 +90/-130 +90.130 +90/.130 +901-130 +00/-130 41" 83' .00/.130 +90-130 +90/-130 +901-133 +90-130 +90.130 +90/-130 •+7p-90• 72 +90/-130 +90/-130 +90/-130 +90/-130 +90/.130 +90/-121.0 +00/.115.7 +70190 78" +90/-130 +90/.130 +90.130 +90/-130 +90/-120.2 +90/-118.7 +90/.109.8 84' +90.130 +90.130 +93/-130 +90-130 +90/-119.4 +70/40 +70/-00 TABLE 18: WINDOW HEIGHT WINDOW WIDTH FOR GLASS TYPES: 6) 7/8" LAMI. IG: (3/16" AN - 1/4" AIR - 3/16" AN - .090" SG - 3/16" AN) 8) 7/8" LAMI. IG: (3/16" T - 1/4" AIR - 3/16" AN - .090" SG - 3/16" AN) "SG"= SENTRYGLAS0BY KURIRAY AMERICA INC. SEE SHEETS 1 8 4 FOR WINDOW ANCHOR LOCATIONS ANO QUANTITIES. PRODUCTREVISED hFirma of complying Building Code 15.05 Acceptance No 8%. ration D• Design pressure (peg ler Windows Attached to a Vertical Frame Assent* Tube A under 23' +70/.90 25.15/15' +70.90 38-8/8' +70/.90 48" +7(Y-711 50.5/8" +/-69.3 80" +/-58.5 53" +/.55.7 under 23" Anchor Group 8 C +70.90 +70-90 + 70/.90 +70/.90 +70.71.8 .701.90 +/-57.3 .70/-90 +/54.3 +70/.90 +/-45.8 +70/.84.7 + /-43.9 +70/40.7 0 +70.90 .70/-90 +70/40 .70/.90 +70/40 +70/40 +701-9.5 25-15/18' Anchor Group A B C&0 +70-90 +70141 +70/.90 +70/40 .70/.90 +70/40 +70/-81 +7W-90 .70/.90 4/44.8 +70/-90 +701.90 +/41.4 .70/-90 +70/.90 +/-51.8 +70/-81.2 +70/-90 +/-49.3 +70/.77.3 +70/.90 Window Wirth 27.3/4" Anchor Group B AC&O +70.90 +70.90 +70/.90 +70/-90 +70/-90 +70.90 +701-90 +70.90 +70/.90 .70.90 +70/.75.9 +70.90 +70.72.3 +7040 TABLE 19: 30" Anchor Group A 8 CSD +70.90 +701-90 +70/40 +70/40 +70/-90 +70/.90 +70/.90 +70-90 +701-90 w0/-90 +70/.87.8 +70/40 +70/-90 +70/-83.2 .70/-99 +70/-80.9 .70/.70.2 +70-90 +70(45.3 +/-66.9 .70/40 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. • • • • •• • • • • • • • • • • • • • • • • • • • �•• • • • • • ••• • • • • ••• • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • 33.1/2" Anchor Group A B C&D +70/-90 +7W-90 +704)) +70/-90 +70/-90 +701.93 +70.90 +701.90 +70/.90 +70.90 +70/40 +70/.90 +70.90 +70/.90 +70.90 +70/.80.3 +701.70.8 +7040 +70/.76.5 +70/-74.9 +7040 35" Anchor Group B ACaD +70/40 .70/43 +7040 +70/40 +70/.90 +7840 .70.90 +70/40 +70/49.2 .70(40 +70/.752 +70/.90 +70/-71.6 +70/43 T --- WINDOW HEIGHT1 i7 r FRAME ASSEMBLY TUBE ADDITIONAL ANCHOR (4). IF REQ. Dsslgn Presses Oag br W)ndcw. Attached to a Hwizon/N Rams Assembly Tubs 10• TMAIC. I 1 ��1 Width WINDOW WIDTH ham' 1Window undsr23" 25-15/18' 273/4" 30' 33.1/2" 35" 37' Another Group A9 Anchor Gray Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group +70140 ori A9 All 8 ACaD A 8 C&D A B C a abler 23• 25-15/15" +78-00 +78-00 +701-00 +70/-82.1 • 70-90 +78.90 +70/-7e.5 +7)v-90 +7040 ,70/.74.3 D 39-3/5" +70/40 +7840 +70/40 +70/40 +70/4) +70190 +701-08.8 +78-00 +70-00 +7844 +7W40 .raao 41" +7040 +70(.90 +70/-90 +70/40 +79040 +78.80 +78.90 a 1.90 • •+7p-90• +731 00 • +` • +70-90 s Save• +70/.90 +70/40 +70-00 +70190 +70.90 + 70 +70(45 • +79/-00 :'7(p. i7ai0 : 99/ +'0.90 +7840 50' +70/40 +7045 +70/.90 +70/45 +70-90 +70/40 +70/-00 •078-00 f •+70990 • °: 37010 : 40/-90 • +ra-90 63" +70140 +70/40 +701-90 .701.90 +70/40 +701-90 +7a 40 1•713/40 *70/40 • +78.93 • • +ra-90 77 +78-00 +70/40 +70/40 +7840 +70-00 +78-00 +78-00 -. +70/40 •.7074 7040 +70/40 +70/40 +78-00 76' +70/.90 00410 «70.90 +70-e0 +70190 +7es-90 +70/40 «79/.94 wa-90 +70/.90 wa-eo +70/-90 84" .70-00 +70/40 +70/40 +70/40 +701.90 +7(940 +70/40 +70/-00 +70/40 + � +�� +70/-90 +701-00 +70/40 +701-00 +70/40 .70140 +70190 ot • • • • •1t794so TPA. - • • - - 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. • • • • •• • • • • • • • • • • • • • • • • • • • �•• • • • • • ••• • • • • ••• • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • 33.1/2" Anchor Group A B C&D +70/-90 +7W-90 +704)) +70/-90 +70/-90 +701.93 +70.90 +701.90 +70/.90 +70.90 +70/40 +70/.90 +70.90 +70/.90 +70.90 +70/.80.3 +701.70.8 +7040 +70/.76.5 +70/-74.9 +7040 35" Anchor Group B ACaD +70/40 .70/43 +7040 +70/40 +70/.90 +7840 .70.90 +70/40 +70/49.2 .70(40 +70/.752 +70/.90 +70/-71.6 +70/43 T --- WINDOW HEIGHT1 i7 r FRAME ASSEMBLY TUBE ADDITIONAL ANCHOR (4). IF REQ. 10• TMAIC. I 1 ��1 WINDOW WIDTH ham' SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. 37" Anchor Group A 8 Cao +70/.90 .701.9) .70/40 +70/.90 .70/-90 +7040 +70/.90 .70/.90 .7W-90 +70/-90 +70/48.9 +70/.90 +70/-90 +70.84.3 .70/-90 .70/40 +70/-71.2 +0I.90 +70/48.5 .147.8 +70/-90 SEE SHEETS 1 6 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. M) N 2 O Cr Z 0 (` A w n N 9e- U z o umn a a OZ 1. //./ ` +1°... LYNN /�`i., • „z.•••L\CENSE St • • No.58705 � /17111 CERT. OF AUTR. 129296 ,‘` •. ST it' IS TE O • „//'/ ,ONAL A. 1.41414I.QLtL�R, P.E. P.EJ587O5 TABLE 20: Nem Dwg. N Description Material 1 7002 Main Frame Head, Sill &Jamb 8083-T6 Atum. 2 7071 Anchor Plate 6063-16 Alum. 3 7003 Sash Top, Bottom & Side Rail 608346 Mum. 4 7008 Frame Corner Key Steel 5 7009 Sash Corner Key Steal 6 7078 Frame Gasket Vinyl Foam 7 7072 Sash Corner Gasket Vinyl Foam 8 7070 Bulb Weatherstrip .187" x .275" Flex PVC 70 10 7024 Maxim Multi -Point Loch Steal 11 7026 Lock Support Plate Steel 12 7014 Multi -Lode Keeper Steel 13 7013 Tie Bar Guide Nylon 14 7015 Tie Bar Assembly Steel or SS 15 7028 Maxim Dyad Operator, W Wa04" Steal 16 7027 Maxim Dual Ann Operator, WW>24" Steel 17 7030 Operator Gasket Vinyl Foa n 18 7031 Operator Backing Plate Steel 19 7051 Operator Spaoer Block Nylon 20 7032 Stud Bracket Steel 21 7033 Operator Track & Slider (Dual Arm) Steel 22 7023 Egress Hinge (Heavy Duty), Manuf. b1r Truth 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" x 3/16" x 1-1/4" EPOM 33 1714 Setting Biodc 5/32" x 7/16" x 1-1/4" EPDM 35 7036 Lama Bead B 6063-18 Alum. 36 7042 Lami Bead C 6063-16 Mum. 37 7059 Laml Bead D 6063-T6 Alum. 38 1224 Vinyl Bulb Wstp (Thick) Flex PVC 70 39 1225 Vinyl Bulb Wstp (Thin) Flex PVC 70 50 Dow 899Sill con Backbedding 60 7006 Screen Frame 3105-H14 Alum. 61 7040 Screen Comer Key Polypropolene 62 Screen Cloth Fiberglass 63 1635 Screen Spline EM. PVC 64 320 Screen Spring Steldees Steel 70 134 Add-on Flange 6083-T6 Alum. 71 7004 Frame Assy Tube 6063 TO Mum. 80 N8 -32x 1/2" Ph. Pn. Mach, ScrlYPE 6 Stainless Steel 81 1157 N8x 1/2" Ph. Pn. SMS Stdnteas Steel 82 118x 5/8" FI. Ph. SMS Stainless Steel 83 /Mx 7/8" FI. Ph. SMS Stainless Steel 84 #8x 1" Fa. Ph. TEK Stainless Steel 85 /Mx 1" Quad Pn SMS Stainless Steel 86 68X 1-1/2" Quad Pn SMS Stainless Steal 87 N10x 1/2" Ph. Pn./ TEK Stainless Steal 89 810-24 x 9/16" Ph. Pn. TYPE F Stainless Steel 90 N12 x 1" Ph. Pn. TEK Stainless Steel ASSEMBLY DETAILS ALL DETAILS SHOWN FROM THE INTERIOR AS REQUIRED PER TABLE 3, SHEET 4 SASH CORNERS •• •• ••• FRAME CORNERS 5•• • • • • • •• • • ••• •• • • ••• • • • • • • • • •• • • • • • •• • • • • • • •• • • • • ••• ••• INTERIOR \\`\11111111 N i, • ••\\A' •y(•LTNN 49/ fid'• • it • "• Nd. 50705 lc (iCtY` ST ,TE 7 • ▪ O L ▪ •A. LYNWdLLER. P.E P.E.e 58705 .062' NOM. 2.919" --►1 1.124" I+ .439' -� 1 1.159 i►--- 2.784' —� OFRAME HEAD, SILL & JAMB #7002, 8063-T6 -+{ 1.3Nr 1I,J_.1.4;' .095' ()ANCHOR PLATE #7071, 6063-T8 .050• 2.139' OSASH TOS 71 FRAME BOTTOM & SIDE ASSEMBLY TUBE #7003,.6063-T6 #7004, 6063-T6 .040' 1.0000" .423' FIXED eSCREEN FRAME #7008, 6063-T6 ..050'523' p .565' fl .885' 6 6J 35 BEAD B 36 BEAD C #7036,6063 -TB #7042,6083-T6 111-.172" .870" L .050" i .569" CI 7 BEAD D #7059, 6063-T6 .093" .093" 70 ADDON FLANGE #134,6063-T8 Revised By: Dole: Revision B: Revised By: LM Dote: 5/15/15 Revision k NO CHANGE THIS SHEET PRODUCT REVISED ns complying with the Florida Building Code Accepuice No 1v-OSIq.10 Ration Date •tL'. Minn IZI 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Description: BOM AND CORNER VIEWS J ROSOWSKI rale: CASEMENT WINDOW DETAILS - LM & SM Dote: 08/08/12 CERT. OF AUTH. #29296 Series/Model: CA -740 Scale: NTS Sheet• 10 OF 10 Dowing No. MD-CA740-LM Rev: A ••• • • • • s • • • • • • • • •• •• ••• • • • • ••• • • • • • • s ••• • • • • • • • s • • • • •• •• • ••• • • Refresh Page FBC 2014 I 1 'tft.--.4"" ENGINEERING /-XRR/--SSTM 160 SW 12th Ave, Suite 106, Deerfield Beach, FL 33442 PHONE: (954) 354-0660 FAX: (954) 354-0443 VALID WITH RAISED SEAL ONLY ASCE 7-10 Components & Cladding Pressure Calculator Contractor: 4. Local Save/Load Submit Job Mark A. Campbell, Architect Project Name: Fandino-Guerra Residence General Inputs Basic Wind Speed, V: Exposure Category: Mean Roof Height, h: Enclosure Type: Roof Type: Roof Pitch: 170 D I mph 115.0 I ft Edit Enclosed I Hlp 4.00 : 12 ( 18.4 degrees) Opening Inputs & Calculations Mark: l B Width (in): Height (in) Zone: Multiple Openings: #1-#10 20.0 38.0 4 Export Address: Calculator Help Page 518 N.E. 94th Street City: Miami Shores General Calcs QASD QLRFD K_d: 00.85 01.0 Code Year: FL I (Click to enlarge) • • Minimum Buildir r • 30.0 ft • IS;mengion, 4: • • i'rt t rine (a): X3.0 ft. Multiple Openings: #11-#20 000000 00000 Is A Shutter? Adjusted Area (sqft): 10.00 • • •••. • • •• •• • • • • •• Kz:1.03 q z: 64.79 •• • • .• ••• • • • • • • • GC p+: 1.00 ••• • • GCp-; -1.40 Design Pressures (psf): +45.87 / -61.42 INSPECTION RECORD Mia 10050 Miami h Phone: INSPECTION REQUESTS: (305) REQUESTS ARE ACCEPTED DUR Requests must be received by 3 p Residential Construction L. • POST ON SITE Permit NO. RC -12-15-3040 ue Date: 2/3/2016 Permit Type: Residential onstruction Work Classification: Alteration g.miamishoresvillage.com/cap ING BUSINESS DAY. Expires: 08/01/2016 Parcel #:1132060140960 Owner's Name: JUAN AND BERTA GUERRA Job Address: 518 NE 94 Street Miami Shores Fl Bond Number: 2975 Contractor(s) ORONI INC Phone Primary Contractor (305)685-0412 Yes Owner's Phone: (305)757-3111 Total Square Feet: 320 Total Job Valuation: $ 81,000.00 WORK IS ALLOWED MONDAY THROUGH SATURDAY, 7:30AM - 6:OOPM. NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS. BUILDING INSPECTIONS ARE DONE MONDAY THROUGH THURSDAY. ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. NO BUILDING INSPECTIONS DONE ON FRIDAY. �n IR.co� 7 Li h/16 NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED PLANS ARE READLY AVAILABLE. IT IS THE PERMIT APPLICANTS RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL REQUIRED TO ALLOW INSPECTION. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF r ^"Ranue.e ►AC61T • INSPECTION RECORD STRUCTURAL INSPECTION DATE INSP Foundation INSP Stemwall Rough Slab 1 Water Service Columns (1st Lift) ‘-%'f ViVit Columns (2nd Lift) AI Top Out Tie Beam Fire Sprinklers Truss/Rafters Septic Tank Roof Sheathing Sewer Hook-up Bucks / Roof Drain Windows/Doors gInterior i Framing jii� 16 Insulation if, S' Ceiling Grid Well Drywall � 2 /& Firewall Main Drain Wire Lath Pool Piping Pool Steel Backflow Preventor Pool Deck Interceptor Final Pool Catch Basins Final Fence Condensate Dr ' Screen Enclosure HRS Final Driveway Driveway Base MBING COMMENTS Tin Cap Roof in Progress Mop in Progress Final Roof Shutters Attachment Final Shutters Rails and Guardrails ADA compliance DOCUM 5 Soil Bearing Cert Soil Treatment Cert DATE INSP Floor Elevation Survey Reinf Unit Mas Cert 11 Insulation Certificate � ,I'7 Spot Survey . ii Final Survey 1 4 12.1 I Truss Certification if 1 I STRUCTURAL COMMENTS Final Hood Final Ventilation INSPECTION ZONING DATE INSP Zoning Final ZONING COMMENTS INSPECTION ELECTRICAL DATE INSP Temporary Pole 30 Day Temporary Pool Bonding Pool Deck Bonding Pool Wet Niche Underground Footer Ground Slab Wall Rough Ceiling Roug Rough Telephone Rough Telephone Final TV Rough TV Final Cable Rough Cable Final Intercom Rough Intercom Final Alarm Rough Alarm Final Fire Alarm Rough Fire Alarm Final Service Work With FINAL As/r/0— /I ELECTRICAL COMMENTS INSPECTION FIRE DATE INSP Final Sprinkler Final Alarm FINAL PLUMBING INSPECTION DATE INSP Rough / ;•j16 1 Water Service 2'd Rough y 744 AI Top Out Fire Sprinklers Septic Tank Sewer Hook-up Roof Drain Gas e 11- to -fl' 4 LP Tank .. Well Lawn Sprinklers Main Drain Pool Piping Backflow Preventor Interceptor Catch Basins Condensate Dr ' �� HRS Final MBING COMMENTS MECHANICAL INSPECTION DATE INSP Underground Pipe 11 Rough � ,I'7 ., . ii Ventilation Rough 1 4 12.1 I Hood Rough if 1 I Pressure Test Final Hood Final Ventilation Final Pool Heater Final Vacuum `I FINAL MECHANICAL a MMENTS �,s Ock'N-\ b65 y0 Miami Shores Vinage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CERTIFICATE OF OCCUPANCY/COMPLETION CHECK UST Buildin permit card. 9 ❑ Surveys (2 copies) Final as built - Required Items: Elevations of buildings showing all intended setbacks from property lines and other existing structures. Ingress+ Egress, required parking spaces, Wheel stops, stripping, and all paving to exterior. ❑ Certificate of Elevation — (Sealed by surveyor). Expiration date required on the form. Certificate of Insulation. ❑ Certificate of Soil Treatment (Final treatment-original)1 CHAPTER 2913-5 TERMITE PROTECTION: "This Building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and law as established by the Florida Department of Agriculture and Consumer Services." ❑ Health Department Approval Letter (On septic or private water). Note: If the house is on septic tank, approval letter is required from Health Dpt. O Soil Compaction Letter (Density report is required) Final certification letter from the Engineer/Architect (on masonry, trusses, special structure, etc) O Backflow preventor certificate (Required on commercial projects only) O Certificate of use. (Recorded in Miami -Dade Clerk of Courts) PLEASE NOTE THAT THE SAME ITEMS ARE REQUIRED FOR TEMPORARY CO • Emergency CO (Without 24 Hrs Processing) Additional fee is $80.00. • Temporary CO (Up to 90 days max) $75.00. • Residential CO fee is $150.00 • Commercial CO is $200.00 INSPECTION RECORD 10050 Miami Phone: ( POST ON SITE v ue 138: 204 F Type: Residential Construction Work Classification: Alteration 5)7569 Expires: 08/01/2016 INSPECTION REQUESTS: (305) REQUESTS ARE ACCEPTED DUR Requests must be received by 3 pm g 30AM :a PM FOF�i follOvying day,jnspection g.miamishoresvillage.comicap NG BUSINESS DAY. Residential Construction Owner's Name: JUAN AND BERTA GUERRA Job Address: 518 NE 94 Street Miami Shores FL Bond Number: 2975 Contractor(s) ORONI INC Phone Primary Contractor (305)685-0412 Yes 'A /R.coVArD 7 Parcel #:1132060140960 Owner's Phone: (305)757-3111 Total Square Feet: 320 Total Job Valuation: $ 81,000.00 WORK IS ALLOWED MONDAY THROUGH SATURDAY, 7:30AM - 6:OOPM. NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS. BUILDING INSPECTIONS ARE DONE MONDAY THROUGH THURSDAY. ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. NO BUILDING INSPECTIONS DONE ON FRIDAY. NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS THE PERMIT APPLICANT'S RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL REQUIRED TO ALLOW INSPECTION. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMEN INSPECTION RECO • STRUCTURAL INSPECTION DATE INSP DATE Foundation Zoning Final Roof Drain Stemwall LP Tank Slab MEM Lawn Sprinklers 11111111 Columns (1st Lift) /% . t1 3/. lj INSP Columns (2nd Lift) PLUMBING COMMENTS / / 30 Day Temporary Tie Beam Pool Bonding Truss/Rafters Pool Deck Bonding INSP Underground Pipe Roof Sheathing Underground Bucks Rough Footer Ground `' Windows/Doors Slab I Framing Wall Rough l�i S }f lJ Insulation %interior S' Ceiling Grid Rough ++'' rr Drywall Telephone Rough V7,,N( Firewall Telephone Final !NAL Wire Lath TV Rough MECHANICAL MMENTS Pool Steel TV Final Pool Deck Cable Rough Final Pool Cable Final Intercom -Rough lntercom Final =_ Alarm Rough Alarm Final �_ Fire Alarm Rough Fire Alarm Final !1//.�;�r��.�1�t Final Fence FINAL"' MI ELECTRICAL COMMENTS Screen Enclosure Driveway Driveway Base Tin Cap Roof in Progress Mop in Progress Final Roof Shutters Attachment Final Shutters Rails and Guardrails ADA compliance FINAL DOCUMENTS Soil Bearing Cert Soil Treatment Cert Floor Elevation Survey Reinf Unit Mas Cert Insulation Certificate Spot Survey Final Survey Truss Certification STRUCTURAL COMMENTS • NOM riEr"/argKti 1111111111,/ a Fnvr4 Ki EWA INSPECTION DATE INSP Zoning Final Roof Drain ZONING COMMENTS LP Tank Wel( MEM Lawn Sprinklers 11111111 Main Drain INSPECTION DATE INSP Temporary Pole PLUMBING COMMENTS 30 Day Temporary Pool Bonding INSPECTION Pool Deck Bonding INSP Underground Pipe Pool Wet Niche Underground Rough Footer Ground `' Slab Ventilation Rough ?4 Wall Rough i� Pressure Test Ceiling Rough Final Hood Rough 2:/-41-72/‘ Final Pool Heater Telephone Rough Final Vacuum , Telephone Final !NAL TV Rough MECHANICAL MMENTS TV Final Cable Rough Cable Final Intercom -Rough lntercom Final =_ Alarm Rough Alarm Final �_ Fire Alarm Rough Fire Alarm Final !1//.�;�r��.�1�t Service Work With '��'�/zi-447 6irr FINAL"' MI ELECTRICAL COMMENTS INSPECTION FIRE DATE INSP Final Sprinkler Final Alarm Rough Water Service 2nd Rough NOM riEr"/argKti 1111111111,/ a Fnvr4 Ki EWA Top Out EWA Fire Sprinklers Septic Tank Sewer Hook-up _ME Roof Drain Gas LP Tank Wel( MEM Lawn Sprinklers 11111111 Main Drain Pool Piping Backflow Preventor Interceptor Catch Condensate Drains HRS Final == == FINAL PLUMBING COMMENTS INSPECTION DATE INSP Underground Pipe Rough e `' ) Ventilation Rough ?4 Hood Rough i� Pressure Test Final Hood Final Ventilation Final Pool Heater Final Vacuum , !NAL MECHANICAL MMENTS Date: December 14, Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores, Florida 33138 MAME A. ;CAMPBELL AECHMECT 373 N.E. 92140 S113IEr AWAY SHOES. HA. 33138 754.231S a F 755-7666 Re: Permit # RC -12-15-3040 Guerra Residence 518 N.E. 94th Street Miami Shores, Florida 33138 Folio # 11-3206-014-0960 Attn: Building Department, R.. UC. # AR 0021074 I, Mark A. Campbell, having performed and approved the required inspections at the kitchen and bathroom renovation. I hereby attest to the best of my knowledge, belief and professional judgment, the structural and envelope components of the above referenced renovation are in compliance with the approved plans and other approved permit documents. I also attest that to the best of my knowledge, belief and professional judgment, the approved permit plans represent the as -built condition of the structural and envelope component of the said structure. This document is being prepared in accordance with Chapter 1 of the Florida Building Code and must be submitted to the Village of Miami Shores Building Department in conjunction with the application for a Certificate of Completion for the above referenced structure. s or n, ed any additional information please do not hesitate Mark A. Campbell, Architec State of Florida: #0011074 Guerra Res CO letter 12-14-16 MIAMI-DADE TEM Miami -Dade County Building Department 11805 S.W. 26 Street, Miami, FL 33175-2474 www.miamidade.zov/building ENERGY, SOUND AND IMPACT CERTIFICATE Building Permit No: 12C • 1 S •.3O 4 0 Project Name: Job Address: 51S �C.�_� '� Mian.); Shor- - STATEMENT OF COINULJANCE We, the undersigned, hereby certify that the ENERGY. SOUND AND 0 ?ACT INSULATION has been installed in the above referenced project, in compliance with the latest edition of the FLORIDA BUILDING CODE. the APPROVED E?•hlRGY CALCULATIONS and Plans and in accordance with good cons'racuon practice. The Insulation furnished and installed has the characteristics show; below. (check only applicable boxes). Exterior CBS Walls Insulation. R -_J M:n.): Material. 7f•'/ fii� e Thickness: inch (es): Density' Ib!ft'. Mfgr:.jp,'L Exte,-nor Fraa-ne/Metal Stud Walls: R- (Min.): Matenal /" Thickness: inch (es): Density: ib/S: Mfgr: r) Exterior solid concrete walls: R- (Min ). Material: Thickness: inch (es): Density: lb/ft, Mfgr: ore) Intenor walls separating AJC from non A/C spaces insulation. R. (Min.) 1_ Matenal: Thiclmess: inch (es); Density. lb/ft �t1C9 VlUZTI-FAMILY RESDDENTIAl. CONSTRUCTION O1 LY: The COMMON Tarty) walls to two separate condit oned �l�/ � tenancies shall be insulated to a minimum of R-11 for frame wa:ls, and to R-3 on both sides of common masonry walls See ENERGY CODE, 2007, paragraph 13-602. ABC.1.1, on page 13.74, latest edition_ These. "minimum levels of Insulation" are not included in the Energy Calculations, but shall be ins&aed in the field. a6) Ceiling insulation R -3d (Min.);lvlaterial. �„ Thickness: t e inch (es): Density: Ib/ft Mfgr: /,�e +L AA. Walls, partitions and floor/ceiling assemblies between dwelling units or between dwelling units and adjacent public or service areas such as halls, corridors, stairs, etc. must have a sound transmission class (STC) of not less then 50 (penetrations must maintain the required rating). sloor/ceiling assemblies between dwelling units or between dwelling units and public or service areas such as halls, comdors,. tairs, etc. must have an impact insulation class (7lC) rating of not less than 50. aF h v a` Make photocopies of this sheet in your office, as required for future jobs. C, e LI s Insulation Company Name In on. •ctor Si• e ` Installed by: 00474 li /t+F• (C)4 4 ot) Insulation Contractor MI a:iinl04 7 O.C.Builder Company Name Dat Certified: is G.C.Builder's Signature Building Contractor CC#: Date Ccrtsfed: Note: For lightweight Insulating concrete., use appropriate forms, separate from this one. Revised 02-26-2009 Certificate of Completion Miami Shores Village 10050 NE 2 Ave, Miami Shores FI, 33138 Tel: 305-795-2204 Fax: 305-756-8972 This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: Square Footage Description of Work Date Issued Occupancy Load Occupancy Type