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WS-19-1852Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit No.: '-U$-19-1852 Permit Type: Vldows/Shutters IT$1Class lAtindow/i°ioar Replacement ,.► `,,.j Permit Status: Approved Issue Date: 08/26/2019` F- -- Expiration: 02/24/2020 Location Address Parcel Number 1700 NE 105TH ST 406, Miami Shores, FL 33138 1122300500630 Contacts Description: REPLACE EXISTING WINDOWS WITH HURRICANE Valuation: $ 3,500.00 Inspection Requests: IMPACT WINDWOS 1,305-762-4949 Total Scl Feet: 0.00 Fees KYOKO UCHIDA Owner 1700 NE 105 ST#406, MIAMI SHORES, FL 331382141 BALCONY DOORS AND WINDOWS INC Contractor ALLEN HASBUN 600 NE 36 ST 1723, MIAMI, FL 33137 Business: 7862874492 $50.00 CCF $2.40 Description: REPLACE EXISTING WINDOWS WITH HURRICANE Valuation: $ 3,500.00 Inspection Requests: IMPACT WINDWOS 1,305-762-4949 Total Scl Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $2.40 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.80 Scanning Fee $9.00 Structural Review ($45) $45.00 Technology Fee $3.00 Windows/Shutters Fee $70.00 Total: $184.20 Payments Date Paid Amt Paid Total Fees $184.20 Credit Card 08/26/2019 $134.20 Credit Card 08/12/2019 $50.00 Amount Due: $0.00 Building Department Copy 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 and zoning. Futhermore, I authorize the above named contractor to do the work stated. Owner / Applicant / Contractor / Agent Date August 26, 2019 Page 2 of 2 ,BUILDING PERMIT APPLICATION QBUILDING F-1 ELECTRIC Miami Shares Village RECEIVE® Building Department AUG 121019 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 I=BC 201''�� Master Permit No.� ` ` rSz- Sub Permit No. ;S ❑ ROOFING ❑ REVISION EXTENSION ❑RENEWAL []PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS F_ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWI I I.G5 JOB ADDRESS: 1700 NE 105 St apt 406 City: Miami Shores County: Miami Dade Zio:�313)-38 Folio/Parcel#: 11-2230-050-0634 Is the Building Historically Designated: Yes _ NO X Occupancy Type: R Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Kyoko Uchida Phone#: 3058097479 Address: 1700 ne 105.st #406 City: Miami Shores State: FI Zip: 33138 Tenant/Lessee Name: Email: Hihi145@hotmail.com CONTRACTOR: Company Name: Balcony Doors and Windows, inc Address: 600 ne 36 st #1723 City: Miami State: FI Zip: 33137 Qualifier Name: Allen Hasbun Phone#: %'Z8 %' t- qQ?/ State Certification or Registration #: _-- Certificate of Competency #: 06BS00456 hone#: Phone#: 7862874492 DESIGNER: Architect/Engineer: Phone#: Address: City: State Zip: Value of Work for this Permit: $ 3,500 Square/Linear Footage of Work: 15 Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: Replace existing windows with hurricane impact windows.- Specify color of color thru tile: Submittal Fee $ _ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ (Revised02/24/2014) Bond $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) _ 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 RECOF111DING 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 fee will be charged. Signature 'a OWNER or AGENT The foregoing instrument was acknowledged before me this day of 20by who is personally known to me NOTARY PUBLIC: Sign:. � Print: PATRICIA A. 6 1 U066 Seal:' MY COMMISSION 8 GG075388 EXPIRES March 18, 2021 Signature CONTR CTOR Thef regQing instrument was acknowledged before me this fz day of l 20 by c /"W who is personally known to me or who has produced &uW-°as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: 1 Natalie King g *8 of F1ond'a Seal: ;.., My Commission Expires 12/16/2019 Commission No. FF 944254 i APPROVED BY c Plans Examiner Zoning Structural Review Clerk ( Ravi sed02/24/2014) BALCONY DOORS & WINDOWS, INC 600 NE 36 St. #1723, Miami, Fl. 33137 Date S Zoo ool 9' State of FLOIC-1 'VA- Countyof 'DA-r>(f Before me this deay personally appeared Allen Hasbun who being duly sworn disposes and says: That he or she will be the only person working in the project located at: 1700 NE 105 St #406, Miami Shores 33138 Contractor signature Sworn to (or affirmed) and subscribed to me thial day of2019 by I _UA' Personally Known Or produced ID fL v(�-� �``11111uumie���� Type of Identification i �.\S SILVF I,i, 6, o#FF 954760 :oz o� • ?, eoaint, Stamp, or print name of Notary ios; AU;?,Fl dw 1, Miami shores Village Building Department 10050 N.E.2nd Avenue 7 00 AIF /O S S_,� -o-41'Q6 Miami Shores, Florida 33138 5 Tel: (305) 795.2204 P&41 p4-fW 1 S HO 61 3 / 3 ' Fax: (305) 756.8972 Notice to Owner - Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. ( (I Signature: L Owner State of Florida County of Miami -Dade rl a The foregoing was acknowledge before me this_ day of v 20 I I By k L6 k O U C �1 C1 M who is person&l*yyV to me or has produced vp­ f i iC4 Yt as identification 4$"`'LpN' ET0,���ii�� ' ox 2s, ., Q'A': Nota � • � OGG 287286 SEAL: �� L a 4#, i ;S phded V CONWMINIUM 1700 NORTHEAST 105Th STREET - MIAMI SHORES, FLORiOA 33138 - PHONE (305) 893-6741 FAX (305) 891.05990 • E-MAIL: the $bQr6S=nd0Q-- ^c WORK REQUEST APPLICATION Owner's NameC�f0�<O V`� Unite I hereby request approval from the Board of Directors for the following modification or alteration to my unit that will be performed by a licensed contractor. Electrical work Plumbing work Carnet Installation ** Windows r1leP(D-Ce Tile installation Other work, Description of work 10 (eAl Before you decide to upgrade your apartment(other than paint or carpet) you must obtain permission from the Board of Directors and/or Miami Shores Village. A copy of plans, specifications and permits, and a description of the licensed work to be performed must be submitted for consideration and approval by the Miami Shores Village Building Department(305-795-2204) It is the owner's responsibility to ensure that the contractor removes all excess construction material or building debris. It cannot be placed in the dumpsters. ** Window frames must be gray in color to look like aluminum. Windows must be Two(2) panels over Two(2) panels. Glass must be clear color. I, as the unit owner acknowledge responsibility for any damage to the building or personal injuries that may occur during this project. The Shores Condominium Inc. its officers and employees are in no way responsible for damage or theft to my apartment or my belongings. (A $200.00 deposit is required and will be refunded if no damage to the property is reported) I fully understand and agree to the statements made above. G� Unit owner's signature �' ate Approved by Date i % �V GE Admk THE JOCKEY CLUB CONDO 11111 BISCAYNE. BLVD, MIAMI, FL. 33138 ` APT 18E •`' uv Py HORTZONT,AL SLIDING WTNDOW 73 X 50 MR. CLASS MODEL MC.300 F L. 20359 REQUIRED W1NDLOADS ZONE 5 +56.6/-75.4 WINDOW tiWINDLOADS: +80/-80 CLE AR ANODIZE, CLEAR GLASS, VI NN BALCO-N Y BEDROOM le Vit Ito"* L.I'VINC AREA rrir.r 90 m 1:FOYER KIT CYEN CL+pSET GLol • 4 aEolplcom 12,4*j: IT 4• DAESSING FLOOR PLANS 1.700 NE 105 ST 406 M AMI SHORES, FL 3313$ G�r ... ... ... • . •• • • •• • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • C's ELEVATIONS 1700 NE 105 ST APT 406 MIAMI SHORES, PL. 33138 73 HORIZONTAL SLIDING WINDOW 73 X 50 MR. GLASS MODEL MG300 FL.20359 REQUIRED WINDLOADS ZONE 5 +56.6/-75.4 WINDOW WINDLOADS: +80/-80 CLEAR ANODIZED, CLEAR GLASS, 2/2 .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. .. ... ... ... . . . . . . . . . . . . .. .. .. .. .... ... . . . . ... . . ... . %00: . . . %00: . . . . Client: Project Name: Project Desc.: ALowFAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT Balcony Doors & Windows, Inc. 1700 NE 105 St Unit #40A 1700 NE 105 St Unit #406 Miami Shores, FL 33138 AFC Number: 4133620 Design Criteria: i, Florida Building Code 2017 Building Height (ft.) : 60' ii, Wind Loads are calculated as per ASCE 7-10. General Notes: .... Date: Jul7d,'2019 " ...... .. . ...... ...taigineered By: BC . ���ecked)By: S: ... .. .. . ... . . . . .. .. . .. ...... . . . . ...... - Any deviations from conditions shown on calculations or drawings shall be engineered separately. -A 1-Farooq Corporation will not provide a letter of compliance/ inspection report unless called during installation. - Engineering drawings are checked for structural requirements only. Additional Notes: - Site Specific Windloads Disclaimer: - This document is not valid without the embossed seal of an engineer employed by A1-Farooq Corporation. JU - No portion of this document may be used or reproduced in any manner. I Unless authorized by signing professional Javad Ahmad, P.E. FL# 70592 EB C.A.N. #3538 9360 Sunset Drive, Suite 220 1 Miami, FL 33173 T: 305.264.8100 1 F: 305.262.6978 www.afcengcom I alfaroociPafceng.com Balcony Doors & Windows, Inc 600 NE 36 St #1723 1700 NE 105 St Unit #406 Miami, FL 33137 Miami Shores, FL 33138 Coefficient Kh 1.31 Coefficient Kzt 1.00 Velocity Pressure Evaluated @z [qz] (Ib/ft^2) 87.30 Component Size Mark Comp Type W (in) H (in) S (in) A ft^2 Gcp Coefficients Z4+ Z5+ Z4- Z5- Gcpi Coeffff, Pos Neq Design Wind Pressures (Ib/f A2) Z4+ Z4- Z5+ Z5- In Zone Wind Speed (mph) 175 Mean Roof Height [h] (ft) 60.00 Importance Factor 1.00 ' Height Above Grid. Level [z] (ft) 60.00 Exposure Category p Horizontal Dimen. of Bldg. (ft) 182.00 Risk Category 2 Roof Slope (deg.) < 10 Type of Building With Impact Protection Coefficient Kz 1.31 Coefficient Kd 0.85 Velocity Pressure Evaluated @h [qh] (Ib/ft^2) 87.30 Component Size Mark Comp Type W (in) H (in) S (in) A ft^2 Gcp Coefficients Z4+ Z5+ Z4- Z5- Gcpi Coeffff, Pos Neq Design Wind Pressures (Ib/f A2) Z4+ Z4- Z5+ Z5- In Zone Other 10.00 0.90 0.90 -0.99 -1.26 0.18 -0.18 56.6 -61.,3 56.6 -75.4 .. ... . . . . . . . . .. . . . . ... . .. ... .. . . . .. .. ... ... ... . . ASCE 7-10 WIND LOADS ON COMPONENTS AND CLADDING: AL-FAROOQ CORPORATION, 1235 S.W. ji4 AVE, lV1.JM7FL-33174. l;. 5-264-8100 . .. 000 .. 000 000 Engineers Seal Engineers Name And Signature Design Datg. Dejign Reference Number . . . . 7/26/2019 11:3$:3?.AJ4 ; ; ; • �; #133620 .... . 0 . • AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61G20-3 a METHOD 1 OPTION D Detailed Product Description: Manufacturer: MR. GLASS DOORS AND WINDOWS INC. Manufacturer Address: 8120 bIW 84TH STREET MEDLEY ode) Name: SERIES MG -300 ALUMINUM HO Maximum Frame Hei h • " aximum Load: +90 PSF, -140 PSF (Small Missile Impact) Installation Drawines # W16-28 This product complies with the High Velocity Hurricane Zone (HVHZ) testing requirements. The above maximum parameters do not occur simultaneously. See installation drawings for combination of span vs loads. Comparative analysis used X Yes No Mandatory Tests (Tested in accordance with AAMA 101/I.S.2/NAFS/TAS-202) TEST DESCRIPTION TEST LOCATION TEST REPORT TEST Test DATE REPORT # Sealed by ASTM E283 Air Infiltration Fenestration Testing 03/29/2016 FTL-8856 Idalmis Ortega, P.E. Leakage Laboratory, Inc. ASTM E331 Water Fenestration Testing 03/29/2016 FTL-8856 Idalmis Ortega, P.E. OR ASTM 547 & TAS 202 Penetration Laboratory, Inc. ASTM E330 Uniform Static Fenestration Testing 03/29/2016 FTL-8856 Idalmis Ortega, P.E. & TAS 202 Air Press. Laboratory, Inc. ASTM F 588 Forced Entry Fenestration Testing 03/29/2016 FTL-8856 Idalmis Ortega, P.E. Laboratory, Inc. Supplemental Tests (Tested in accordance with TAS -201 and TAS -203) TEST DESCRIPTION TEST LOCATION TEST REPORT TEST Test DATE REPORT # Sealed by FBC 1626.3 Small Missile Fenestration Testing 03/29/2016 FTL-8856 Idalmis Ortega, P.E. (TAS 201 & 203) Impact & Cyclic Laboratory, Inc. Under the limitations of the attached installation drawings, to the best of my knowledge and ability, the above product conforms to the requirements of the 2017 Florida Building Code. Evaluation Report Engineer:"o'er;"• GE MAp''•'� •`,,�P� s ff 70582 ' lavad Ahmad PE # 70592 r ::ST °P& Al-Farooq Corporation EB # 3538 Sealed: 1/12/2018 9360 Sunset Drive, Ste 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afcens.com , alfaroog(@afcene.com (2) ON (4j ANCHORS TYP. l- T ATG: FILE ENDS HEAD/SILL WINDOW MOTH 6 _• �-r-�± s-• . • CORNERS 8' MAX I� 1 • • HEAD/SILL .. .. . . . .. .. . . . . . . . . . . . 7 7 II 11 II 7 II II II I 11 I II IL i0 . . ... . . . . ••• • . • • 00 000 II II II II II •• II 11 II II 11 II 11 II 11 II II II I I11 N ..14____II !I_ -Tr II II II II 9 �r----11 (4j ANCHORS TYP. l- T ATG: FILE ENDS HEAD/SILL WINDOW MOTH 6 _• �-r-�± s-• . • CORNERS 8' MAX I� 1 • • HEAD/SILL AT 4' O.C. a ___ CORNERS D.L. OPG. 48 3/10" VENT WIDTH d h D it ii C 7 7 II 11 II 7 II II II I 11 I II IL i0 II II 11 � II II ro _coilsss slfsss II II II II II II 11 II II 11 II 11 II 11 II II II I I11 N ..14____II !I_ -Tr II II II II 9 �r----11 8 e ,r �1 1, 32 3/8' w' 32 3/8" D.L. OPG. D. L. OPG. 37 3/18" 98" WINDOW WIDTH • iMSE MytgINS (2) MDLSANCHORS EE CHART (SUR fE APPLIED) ON SHEET 4 4 ANCHORS • j1AY BE ySED AY MTC. STILE ENDS 6" MAX. MEAD/SILL A AT 4" O.C. FALSE MUNTINS • • -• • • • • • CORNERS, 1� I - I I h 1 T I (SUV FABE USED MAY 7 to 8 e WINDOW MOTH J � (4) ANCHORS 8' MAX AT MTC. STILE ENDS HEAD/SILL AT 4' O.C. a ___ CORNERS D.L. OPG. 48 3/10" VENT WIDTH 1 11 n C -71- II 11 II 7 II II II I 11 I II IL i0 II II 11 II II II II 11 II II II II I I11 N ..14____II !I_ -Tr 9 �r----11 8 I 32 3/0" 48 1/8" Q.L. OPG. D. L. OPG. 37 3/18" 7 to 8 e li J � r 43 3/8• 7 7 ii 1 II I -Its=syk=s=7_ X11 II 11 II II II it II 11 D.L. OPG. 48 3/10" VENT WIDTH II 11 II I 11 I II IL 7 to 8 e li J � r 43 3/8• 43 3/8" D. L. OPG. ~' e a a D.L. OPG. 48 3/10" VENT WIDTH TESTED UNITS SERIES MG -300 THESE WINDOWS ARE RATED FOR LARGE 8: SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 3 ALUMINUM HORIZONTAL SLIDING WINDOW 2s DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER o CHARTS SHOWN ON SHEETS 4 & 5. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE i COMBINATIONS OF H.R./H.R. OR HORIZ. ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING F.B.C. APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL �O WILL APPLY TO ENTIRE SYSTEM. 7 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (8TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). y 1BY OR 28Y WOOD BUCKS a: BUCK FASTENERS BY OTHERS, MUST BE S3yG, DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE.to - ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MA RIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE k ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, Le. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING MOUND OPENING FOR WATER INFILTRATION RESISTANCE ETC, CONDITIONS NOT SHOWN IN THIS DRAWING ME TO BE ANALYZED SEPARATELY, 1n AND TO BE REVIEWED BY BUILDING OFFICIAL. (ABEL SMALL BE LOCATED ON A READILY VISIBLE LOCATION PITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. A- CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION PROVIDED HE/SHEDOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. B- THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS, C- SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORMA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E,O ENGINEER OF RECORD, ACTINO AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS UTTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. - D- THIS P.E.O SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FL #20359 ,PJ,CEN '• ;'G7'��i� 1�1 LE, No. 702 y b k a�1 d � drawinga no s'!D"_� wi6-2s n. Sealed: 1/12/2018 . . ... . . . ... .. .. . . . .. .. . . . ... . . . . ... 009 009 .. 000 .. 000 • s . • • .1v IN; • �.V FALSE MUNTINS e ) 97 MAY BE USED SURFACE LIED) QF � 7 F m VENT WIDTH VENT WIDTH 127 5/6" a� WINDOW WIDTH TO 3 FFF (4) ANCHORS 6" AT MTG. STILE ENDS Z MEAD/SILL A AT 4' O.C. FALSE MUNTINS O CORNERS 6 -- — (SURFACE APPLIED) W J MAY BE USED 7 :r n n 7 n ^ ^pp b le � b0 � � u ` No.7ol r m = *t k 32 3/6" 4e 1/6• � sx 3/6° s � D.L. OPD. D.L. OPG. D.L. OPG, io 37 3/16" 37 3/16"drawing no. VENT WIDTH VENT WIDTH TYPICAL EL ATIONS � D�'' �� W1 6-26 TESTED UNITS FL #20359 '' Il" N ►L sheet 2 of 10 WINDOW WIDTH 6" MA%. (4) ANCHORS /AIYY STIL� �N�4 MEAD/SILL A • � � fT •� • • • • CORNERS • �ii`Ir'.• • • •,�•� '`. � I I D it it �; it I II �I � === :i II II II II II II II 1 g I I 6 � r i J2 3/6" 32 3/B" 32 3/6" D.L. OPO. D.L. OPG. I II li rfl:=r II II II 11 II 11 I II II I 11 I I I II II I II II I u u u n II II II II II 11 8 j 1 Sealed: 1112i20`1 O.L. OPG. 37 S/16" J7 3/1B" e • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • •• • • •• • • AT 1/4 POINTS ON UTES AT 1/4 POINTS ON LITES 2G WIDER THAN 36" ONLY 29 S .ASS TYPE 'A' 5/10" OVERALL LAM. GLASS /8" TEMP. CLASS 1/4" AR SPACE 1/0' HEAT STREN'D. GLASS 090" Interlayer Troslfol PVB By Kuraray America, Inc.' T-1/6" HEAT STREN'D. GLASS AT�4 POINTS 29 ALL SIZES GLASS TYPE 'Al — 11/16" OVERALL INSUL. LAM. GLASS ... WIDER THAN 30' ONLY GLASS TYPE 'B' 7/18' OVERALL LAM. GLASS 1/8" TEMP. GLASS 1/4" AR SPACE 3/16- HEAT STREI CLASS 090" Interlayer Troslfol PVB By 'Kuraroy Americo, Inc.' 3/10" HEAT STREN'D. GLASS SILICONE DOW 795 ZZ i ii Ii h I1 t 2299 AT 1/4 POINTS ALL SIZES GLASS TYPE 11' -- 7/0" OVERALL INSUL. LAM. GLASS - - GLAZING OPTIONS 1/4" AIR _SPACE CONSISTINr QF, 'OURASEAL' EDGE SEAL SYSTEM BY 'QUANEW 3/16" HEAT STREN•0, CLASS 090" Interlayer Sentryfts By 'Kuraray America, Inc.' x3/18" HEAT STREN'D. GLASS HEAT STREN'D. GLASS • J • • • • • 3/16MT STREN'D. GLASS 090" Mterloyer 090" Interlayer Troslfol PVB Troslfol PVB 8y 'Kuraray America, Inc.' • • • • • • • • • i' 'v pray America, Inc.' 1/a" HEAT STREN'D. GTAji5 • •,/16" HEAT STREN'D. CUSS • • • • % • • SILICONE • • • • • • • • • SILICONE DOW 795 DOW 795 y n 22 14 AT 1/4 POINTS ON UTES AT 1/4 POINTS ON LITES 2G WIDER THAN 36" ONLY 29 S .ASS TYPE 'A' 5/10" OVERALL LAM. GLASS /8" TEMP. CLASS 1/4" AR SPACE 1/0' HEAT STREN'D. GLASS 090" Interlayer Troslfol PVB By Kuraray America, Inc.' T-1/6" HEAT STREN'D. GLASS AT�4 POINTS 29 ALL SIZES GLASS TYPE 'Al — 11/16" OVERALL INSUL. LAM. GLASS ... WIDER THAN 30' ONLY GLASS TYPE 'B' 7/18' OVERALL LAM. GLASS 1/8" TEMP. GLASS 1/4" AR SPACE 3/16- HEAT STREI CLASS 090" Interlayer Troslfol PVB By 'Kuraroy Americo, Inc.' 3/10" HEAT STREN'D. GLASS SILICONE DOW 795 ZZ i ii Ii h I1 t 2299 AT 1/4 POINTS ALL SIZES GLASS TYPE 11' -- 7/0" OVERALL INSUL. LAM. GLASS - - GLAZING OPTIONS 1/4" AIR _SPACE CONSISTINr QF, 'OURASEAL' EDGE SEAL SYSTEM BY 'QUANEW 3/16" HEAT STREN•0, CLASS 090" Interlayer Sentryfts By 'Kuraray America, Inc.' x3/18" HEAT STREN'D. GLASS I SILICONE /-DOW 795 r 29 AT 1/4 POINTS ON LTfES WIDER THAN 38' ONLY GLASS TYPE 'C 7/16" OVERALL LAM. GLASS /B" TEMP. GLASS 1/4" AR SPACE 3/18" HEAT STREN'D. GLASS 090" Interlayer SentrAlos By Kurcray America, Inc.' r3/1��WTO�gREN'D, CLASS TATL /4 POINTS SIZES GLASS TYP . 'Cl 7/6" OVERALL INSUL. LAM. CLASS -- FL #20359 Sealed: 1/12/2018 hi'li, � drawing no. W16-26 Meet 3 of 10 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . .... .. .. .. .. . . . . . . . . . . DESIGN LOAD •CAPACITY - PSs • • • • • • • DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) (XO OR OX SIZES) OU59 TYPES CU98 TYPES CUSS TYPES CUSS TYPES GUSS WPM OU98 WIDTH I HEIGHT EXT.(+) INT.(-) TE'7T.( IT .( -j L .(+ INT.( -)l 0 0 • • • 1 WII„H HEIGHT EXT.(+) INT.(-) I EXT.(+) I INT.(-) EXT.(+) I NT.(-) (XO OR OX SIZES) 26-1/2' 37" 53-1/0' 83" 74" 84" 98" 28' 80.0 80.0 0 80.0111 040.00 40.0 140.0 Q4' 3S • f6t 60° 72" 84" 98• 24" Bo.O S0.0 60.0 80.0 90.0 140.0 60.0 60.0 0. 0.0 -0 01 .0 80.0 80.0 60.0 60.0 90.0 140.0 60.0 B0.9 60.0• 40.0 •90.0 140.0 60,0 60.0 60.0 60.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 60.0 60.0 60.0 80.0 90.0 140.0 50.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 - - Box 80.0 90.0 140.0 - - 80.0 80.0 90.0 140.0 20-1/2' 37' 53-1/8- 83" 74' 64` 96' 38-3/8' 60.0 80,0 80.0 80.0 90.0 140.0 24" 36' 48" 60` 72' 64' 94' 36" 80.0 80.0 00.0 80.0 90.0 140.0 60.0 80,0 80.0 80.0 90.0 140.0 80.0 80.0 80,0 80.0 90.0 140.0 80.0 60.0 80.0 80.0 90.0 140.0 80.0 50.0 60.0 80.0 90.0 _ 140.0 60,0 eO.0 50.0 80.0 90.0 140.0 60.0 80.0 80.0 80,0 90.0 140.0 80.0 60,0 80.0 E0.0 90.0 140.0 60.0 80.0 80.0 80.0 90.0 140.0 50.0 80.0 80.0 80.0 90.0 140.0 90.0 60.0 60.0 80.0 90.0 140.0 80.0 60.0 90.0 140.0 - 00.0 80.0 90.0 140.0 28-1/2' 37' 53-1/8• 74° 94' 50-5/8- 80.0 50,0 80.0 80.0 90.0 140.0 24' 38° 40' 40' 72' 84" 90' 48' 60.0 80.0 50.0 90.0 140.0 80.0 I 60.0 80.0 80.0 90.0 140.0 _60.0 80.0 80.0 60.0 80.0 1 90.0 140.0 60.0 80.0 80.0 804 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0BO 0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90,0 140.0 80.0 60.0 80.0 50.0 90.0 140.0 80480.0 80.0 50,0 90,0 140.0 80.0 80.0 80.0 80.0 90.0 138.7 50.0 80.0 80.0 60.0 90.0 140.0 - - 80.0 80.0 90.0 121.4 - - 80.0 80.0 90.0 12114 28-1/2' 37' 53-1/5' 63" 74" 84' 96" 6Y 80.0 60.0 60.0 80.0 90.0 140.0 24" 36' 48° 60" 72' 84" 98' 60" 80.0 80.0 60.0 80.0 90.0 140,0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 00.0 60.0 90.0 60.0 80.0 80.0 60.0 90,0 140.0 60.0 60.0 60.0 60.0 90.0 80.0 60.0 80.0 80.0 90.0 140.0 80.0 80.0 50.0 80.0 90.0 80.0 50.0 80.0 80.0 90.0 126.5 80.0 80.0 80.0 80.0 90.0 d14 80.0 50.0 50.0 BO,0 90.0 111.5 80.0 80.0 80.0 80.0 90.0 140.0 - - - - 90.0 97.5 - - - - 90.0 80.0 28-1/2' 37" 55-1/8' 63" 74" 74' - - 80.0 80,0 - - 24" 36" 46" SO' 72` 84" 72" - - 80.0 50.0 - 3e -3/e' - - 80.0 80.0 - 80.0 80.0 - 90.0 - - 80.0 80.0 - - - - 80.0 80.0 - - 80.0 80.0 80.0 80.0 - - 80.0 80.0 - - - 60.0 80.0 - - 84"so-s/e` 94` - - - - 90.0 140.0 � JR 5 3 80,0 - - - - - - - - - 90.0 140.0 98` 46` - - - - 90.0 140.0 5 t 74- 84" BS" - - - - 90.0 140.0 72` e4' 98' 60" - - - 90.0 140.0 - - - - 90.0 132.7 - - - - 90.0 140.0 90.0 125.0 - - - - 90.0 128.0 (I/2W) (I/2W) OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH 'XO OR OX' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 v ` �ko Aligs ��` �P•' uc�N "TO '�� '1� �e F drogwinq noC. OR FL #20359 �'��i;ONSLE �`�� eheet 4 01D)l Sealed: 1/1212018 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) (XO OR OX SIZES) �1MIM N GLASS TYPES GUS 9 TYPES GU93 TYPES GLASS TYPES FRAME DIMS. 'B' k 'Bl' 'C' k 'CI' FRAME DIMS. 'B' k 'Bl' 'C' k 'Cl' 0 "� WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) MOTH HEIGHT EXT.(+) INT.(-) EXT.(+) IM.(-) 55-1/2• 9-11/10 60.0 80,0 90.0 1,40.0 84` 63" 80.0 80.0 90.0 140.0 Q S 80.0 00.0 90,0 140.0 50.0 60.0 90.0 140.0 26' 83-1/4' 80.0 80.0 90.0 140.0 72' 24" 80.0 80.0 90.0 140.0 94-1/4' 80.0 60.0 90.0 140.0 81' 80.0 00.0 90.0 140.0 �+ 55-1/2" 80.0 00.0 90.0 140.0 90' 80.0 80.0 90.0 140.0 a' S 9-11/16 3e -3/e' 80.0 80.0 90.0 140.0 54` 80.0 00.0 90.0 140.0 V 83-1/4' 50.0 60.0 90.0 140.0 63 80,0 80,0 90,0 140.0 94-1/4" 50.0 80.0 90.0 140.0 72" 36" 50.0 80.0 90,0 140.0 QQQ 55-1/2' 80.0 80,0 90.0 140.0 81' 804 80.0 90.0 140.0 41 9-11/16 50-5/0' 80.0 80,0 90.0 140,0 90" 80.0 80.0 90.0 140.0 03-1/4' 80.0 80.0 90.0 140.0 54" 80.0 80.0 90,0 140.0 dj 94-1/4' 80.0 60.0 90.0 121.4 83' 50.0 80.0 90.0 140.0 55-1/2• 80.0 80.0 90.0 140.0 72" 48" 80.0 80.0 90.0 140.0 9-11/16 03" 50.0 60.0 90.0 111.5 61` 80.0 80.0 90.0 140.0 63-1/4' 60.0 80.0 90.0 97.5 90" 1 00.0 80,0 90.0 140.0 ^ 50.0 80.0 70.9 98.5 54' 60.0 5010 90.0 140.0 2 •� Sbt 9-11 10 74" 80.0 80.0 62.2 56.4 83" 00,0 80.0 90.0 140.0 d 72' 60• BO.0 804 90,0 140.0 r 81" 80.0 80.0 90.0 117.0 90' - - 90.0 102.4 54` 80.0 80.0 90.0 1404 rr 43" 72" 60.0 80.0 80.4 72' 00.0 00.0 09.4 95.4 96.4 3i - Q a5 x�� N Q .f l OPERATING VENTS TO BE TO 1 / OF THE WINDOW WIDTH )1/4 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 v ` �ko Aligs ��` �P•' uc�N "TO '�� '1� �e F drogwinq noC. OR FL #20359 �'��i;ONSLE �`�� eheet 4 01D)l Sealed: 1/1212018 e ... CLASS TYPES 'B' k 'et' GLASS TYPES 'c' k c'. WIDTH ... .. .. . . . .. .. . . . . . . . . . . . 7x' 414' 941• 1041' 120• se• 410.0 410.0 - - 74" 100-1/4• n r 03' 00.0 w.0 90.0 140.0 00.0 w.0 - - eo.o w.o - - 74" 1oe-1/4• 74^ - w.o w.o - - w.o w.o 140.0 7x• 04" 96' 1oe• 1zo• . . ... . . . . .. . - w.o 410.0 - - w.o ao.o - 72• e4^ 9e• 106" 120' W. . . . . .. . . .. . . . . . . . - . . . . . • • DESIGN LOAD CAPACkTY - HSF • e • 9DESIGp( jQAD.4PACtTY - PSF (XOX SIZES) (XOX SIZES) GLASS TYPES GIASS TYPES GUS, TYPES GLASS TYPES 'f FRAME DIMS. 'B' k 'B1' 'C' k 'Cl. FRAME DIMS. 'S' k 'et' 'C' k 'Ct' WIDTH HEIGHT E1(T.(+) INT.(- .( I .(- • 1N WRT etlt(+) INT.(-) EXT.(+) INT.(-) 74• 80.0 80.0 90.041 M0,041 f2" • e e 110.0 w.0 90.0 140.0 1 toe -1/4' 20• ao.0 w.0 0. �4• • 89.0 00.0 90.0 140.0 k 111" 80.0 $0.0 90.00 Mo.O 08"e 0441 4100.0 80.0 90.0 140.0111" 128' 50.0 ao.o 90.0 140.0 106' 80.0 w.0 90.0 140.0 N 74• 80.0 w.0 90.0 140.0 120' 80.0 $0.0 90.0 140.0 10e-1/4. 38-3/e, 50.0 w.0 90.0 140.0 72" w.0 80.0 w.0 140.0 111' w.0 80.0 90.0 140.0 414• w.0 w.0 90.0 140,0 128• so- so.0 90.0 140.0 95• 341' w.0 80.0 90.0 140.0 74` w.0 w.0 90.0 140.0 108" w.o so.0 90.0 140.0 4 106-1/4" w.0 w.0 90.0 140.0 120• 80.0 w.0 w.0 140.0 w-s/e• Ill ^ w.0 w.0 90.0 140.0 7Y w.0 80.0 90.0 140.0 128" w.0 w.0 w.0 130.7 84" 0.0 w.0 90.0 140.0 Q 74• 80.0 80.0 90.0 140,0 98• 40' 80.0 80.0 90.0 140.0 dMd t0E-1/4• 63. 80.0 w.0 w.0 129.0 10e' w.0 a0.0 90.0 140.0 e0.0 80.0 90.0 125.7 120• w.0 ao.0 w.0 140.0 128• so.0 so.0 - - 72" 80.0 00.0 90.0 140.0 v 74• 00.0 w.0 - - 84" w.0 00.0 w.0 140.0 108-1/4• 74, a0.0 w.0 - - 941` so, 1 .0 80.0 90.0 140.0 11l" so.0 w.0 - - 108" $0.0 00.0 w.0 136.5 128" 00.0 80.0 - - 120" 50.0 80.0 - - 72• solo so.0 - - 84^ w.0 8010 - - 84* 72' w.0 110 - -96"� � w 108• w.0 80.0 - - 120• e0.0 80.0 - - Q� 3 aS Z (I /3W) (1/3W) 0/3W) OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 TO 1/3 OF THE WINDOW WIDTH 'XOX' XOX' 0 `1111 I 111j1j'4 e NOTE: ' * � 7tXi92 ' 4i GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) a �` drowinp no. AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05-DEC-219 FL #20359 VIII 1111 sheat 5 of iQ DESIGN LOAD CAPACITY -PSF (XOX SIZES) _ CLASS TYPES OLA39 TYPES FRAME DIMS. 'B' k 'Bt' 'C' k 'Cl' WIDTH HEIGHT EXT. +) IM.(- EXT. + INT. -) 74' 00.0 00.0 90.0 140,0 100-1/4` 241• w.0 w.0 90.0 1{0.0 ao.o eo.o 9010 140.0 12a• 410.0 w.o 90.0 140.0 74• w.0 w.0 80.0 140.0 106-1/4" w.0 w.0 90.0 140.0 se -3/e• 111• 410.0 410.0 9010 140.0 1441" 410,0 w.o - - 98' 410.0 50.0 90.0 140.0 106-i/4" 00.0 w.0 - - so-s/e• 111 • ao.o ao.o - - 72' DESIGN LOAD CAPACITY -PSF (XOX SIZES) MOTH FRAME DIMS. CLASS TYPES 'B' k 'et' GLASS TYPES 'c' k c'. WIDTH HEIGHT EXT.(+) MIT.(-) EXT.(+) INT.( - M• e4• 941' too* 120• 24• 410.0 410.0 w.o 140.0 w.0 410.0 90.0 140.0 w.o w.o 90.0 140.0 w.o 410.0 90,0 140.0 w.o 410.0 w.o 140.0 7x' 414' 941• 1041' 120• se• 410.0 410.0 - - 74" 100-1/4• n r 03' 00.0 w.0 90.0 140.0 00.0 w.0 - - eo.o w.o - - 74" 1oe-1/4• 74^ - w.o w.o - - w.o w.o DESIGN LOAD CAPACITY -PSF (XOX SIZES) MOTH FRAME DIMS. CLASS TYPES 'B' k 'et' GLASS TYPES 'c' k c'. WIDTH HEIGHT EXT.(+) MIT.(-) EXT.(+) INT.( - M• e4• 941' too* 120• 24• 410.0 410.0 w.o 140.0 w.0 410.0 90.0 140.0 w.o w.o 90.0 140.0 w.o 410.0 90,0 140.0 w.o 410.0 w.o 140.0 7x' 414' 941• 1041' 120• se• w.0 a0.0 90.0 140.0 w.o 410.0 90.0 140,0 410.0 410.0 90.0 140.0 w.0 w,0 90.0 140,0 410.0 410.0 90.0 140.0 7x• 04" 96' 1oe• 1zo• 48" w.o $olo 90,0 540,0 w.0 410.0 w.0 140,0 w.0 80.0 - w.o 410.0 - - w.o ao.o - 72• e4^ 9e• 106" 120' W. ao.o ao.o - - w.o 410.0 - - w.o 410,0 - 80.0 w.o 410.0 - $0.0 w.o eo.D - - 7z• e4• 108" 72. w.o 410.0 - - 410.0 410.0 - w.o 410.0 - 80.0 410.0 410.0 Sealed: 1/12/2018 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . . . . . .. . . .. . . . . . . . .I . . . . 1 BY • • • • • • �YpSEE ALAfELEV. C4b • • W000 BUCK , FOR SPACING a ; '•�� , EDGE' DIST . :a , Q, O W1 j --� I /,Irljl . ,.j Q: . °. • . 10, EDGE° DIST: Wi • a ° TYPK:AL ANCHORS ^° SEE ELEV. FOR SPACING 9 WEEPHOLES WI - 1" X 1/4" WEEPHOLES AT 2-1/4- FROM EACH END W2 - 1-3/4" X 3/8" WEEPHOLES AT 5-1/2" FROM EACH END WITH PLASTIC BAFFLE ALL FRAME CORNERS, FIXED MEETING RAIL TRACK INSERT AT EACH END AND INSTALLATION SCREWS IN SILL SEALED WITH ALUMINUM COLORED SEALANT, BUCK '_ ____ ___________I FI �I F B.C. APPROVED I� II MULLION k MULLION ANCHORS II 1I SEE SEPARATE APPROVAL �I 11 P ----------- TYPICAL _ --- ----- TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY MR. GLASS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV, FOR SPACING 1/4-D.IA. :LTR SON BY 'ELCO' (Fu -177 KSI, Fy-105 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/SIl JAMBS) L1BY BUCKS INTO CONC. OR BLOCKS 4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)4" MIN. EMBED INTO BLOCKS JAMBS) ECTLY INTO CONCRETE OR BLOCKS 1-1/2- MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) (GRADE 2 CRS) VED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) STEEL: 1/8- THK. MIN. (Fy - 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) CRITICAL EDGE OISTAN . INTO CONCRETE AND BLOCKS - 2-1/2" MIN. INTO WOOD STRUCTURE - i" MIN. INTO METAL STRUCTURE - 3/4" MIN, WOOD AT HEAD, SILL OR JAMBS SO - 0.65 MIN, CONCRETE AT HEAD, SILL OR JAMBS Yo - 3000 PSI MIN, C-90 HOLLOW/FILLED BLOCK AT JAMBS /'m - 2000 PSI MIN. `� Na 70692 FL #20359 Sealed: 1/12/2018 Gg fitgat b ro drawing no. wis—Zs • ... ... .. .. . . . .. .. . . . . . . . . . . . VEN� WIDTH 1/4' MAX. ev 1/4' MAX. SKIM c 25 . . ... . . . . .. . • • • • • .... .. .. .. .. . . . . . . . . . . Sealed: 1/12/2018 . . ... . . ... .. VEN� WIDTH 1/4' MAX. ev 1/4' MAX. SKIM c 25 SHIMS e • • • • • • e• • • • • • • 7 4 TYPICAL ANCHORS q • • • D.I.O. • • • • • • • OPTIONAL TO 24 SPRING LATCH SEE ELEV. FOR SPACING P 1 2 19 27 6 t7 $ 4 D,L. OPG. 33ii II EXTERIOR tBY W0)0 BUCKS WINDOW WIDTH 3 J TYPICAL ANCHORS XO LAYOUT Y f SEE ELEV. FOR SPACING OX OPPOSITE 1/4' MAX. VENT WIDTH b SHIM © O 27 1/4 MAX. S IMS a D.L.O. 7 OPTIONAL TO 24 D.L.O. TYPICAL ANCHORS , .. SEE E n 3 METAL7 SPRING LATCH ° + FOR SP ING z STRUCTURE f/4 Z :t 00 19 19 ._.._.._.. 27 ® 17 t 4 WOOD BU e ` V O.L. OPO. -� - - - WINDOW WIDTH • TYPICAL ANCHORS XOX g SEE ELEV. FOR SPACING LAYOUT ` 1 III II I �* 7aw2 = i drowinq no. ., BT FL #20369 Sealed: 1/12/2018 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . . . . . .. . . .. . . TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE I TYPICAL ANCHORS SEE ELEV. FOR SPACING F.B.C. APPROVED 'b MULLION & MULLION ANCHORS ^ p SEE SEPARATE APPROVAL Q �+ r M EDGE DIST, r, TYPICAL ANCHORS SEE ELEV. FOR SPACING J u) 1/4" MAX. SHIMS S ALT. l' TYPICAL ANCHORS 0 SEE ELEV, �I FOR SPACING '�JTJ e •I 1/4� }o e No. ?OW2 3 1c B drawing no. ,1D"•'' �� W16-26 FL #20359 '�dNAI% meet 8 of t0 Sealed: 1/1212018 eoGe DIST go • '• • • I CO TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE I TYPICAL ANCHORS SEE ELEV. FOR SPACING F.B.C. APPROVED 'b MULLION & MULLION ANCHORS ^ p SEE SEPARATE APPROVAL Q �+ r M EDGE DIST, r, TYPICAL ANCHORS SEE ELEV. FOR SPACING J u) 1/4" MAX. SHIMS S ALT. l' TYPICAL ANCHORS 0 SEE ELEV, �I FOR SPACING '�JTJ e •I 1/4� }o e No. ?OW2 3 1c B drawing no. ,1D"•'' �� W16-26 FL #20359 '�dNAI% meet 8 of t0 Sealed: 1/1212018 • ... ... . • .. . . . .. .. . . . . . . . . . . . • . . ... . . . . .. . (1) FRAME HEAD FRAME SILL .082 .528 .250 1,345 SILL TRACK FRAME JAMB 1,189 421 • �• • t • • •�2 • • • • ••• •• �(9)6 VENT TOP/BOTTOM RAIL 062 TYP. 2 1.109 L� 1.831 JAMB STILE 2.408 ,.,r , 1.531 n VENT INTERLOCK ITEM PART / QUANTITY DESCRIPTION MATERIAL MANF./SUPPIJER/REMARKS 1 M0203 1 FRAME HEAD 6063 -Te 2 M0301 1 FRAME SILL 6053-T6 3 MG302 1 SILL TRACK INSERT 6063-T6 - 4 M0303 AS READ, FRAME JAMB 6063 -To - 5 M0212 AS REQD, FLUSH FRAME ADAPTER 6053 -TO - 6 M0204 1/ VENT FIXED MTG. RAIL 6063-T6 - 7 M0205 i/ VENT VENT INTERLOCK 6063-T6 - a M0304 1/ VENT JAMB STILE 6083 -Te - 9 MG207 2/ VENT TOP AND BOTTOM RAIL 6063 -Ta - 10 M0208 AS REQD. GLAZING BEAD (5/16" CLASS) 6083 -TS - f0A M0209 AS READ. GLAZING BEAD (7/16' GLASS) 6083-76 - 108 MG210 AS REDD. GLAZING BEAD INSUL. LAM. CLASS) 8063-T8 - 13 1 M0305 AS RTEOD. ADD-ON SILL RISER 6063-T6 - 14 M0321 4/ VENT ROLLER HOUSING & GUIDE CELCON 18 M0322 2/ VENT ROLLER BRASS - ,6 M0323 2/ VENT ROLLER PIN ST. STEEL 17 /10 X 1" AS REDD. FRAME/VENT ASSEMBLY SCREWS CRS PH SMS 18 /10 X 3-1/2" 2/ VENT FIX. RAIL SILL SCREWS (SILL END).CRS PH SMS 19 W222322 AS REQD, FIN SEAL W'STRIPPING - ULTRAFAS 22 E202 AS REQD. GLAZING BEAD BULB NEOPRENE ULTRAFAS 24 SL203P 2/ VENT SWEEP LATCH, AT 10-1/4" FROM EACH END ZAMAK SULLIVAN ASSOC, 24A /8 X 6/8" 2/ LATCH LATCH INST. SCREW ST. STEEL FH SMS 28 M0211 2/ VENT SPRING LOADED LATCH 6063-T6 ALTERNATE TO SWEEP LATCH 25A - 1/ LATCH LATCH SPRING ST, STEEL - 26 - 2/ WDW. HI -FLOW WEEPER - PREFERRED ENGINEERING PRODUCTS 27 - 1/ VENT 5/18' BOX SCREEN - OPTIONAL 28 - AS REGO. SILL INSERT, 2" LONG 6063-T8 AT MTC. STILE LOCATION 29 AS REQD. SETTING BLOCK AT 1/4 POINTS EPDM I DUROMETER 6035 SHORE A 2.844 --y q.* 1.409 oat, lee TYP. 1 tJ ADD-ON SILL RISER 094 I--.1.969 2.786 JO FIXED MTG. RAIL_ r A26 .500 7 �— 872 1.000 .062 1.122 Q FLUSH FRAME ADAPTER 28 SILL INSERT .7Le$83 1.421 - s .7te4,-6 .985 1.022 —o ,bIas .7T�e� ff x_�-.o.1s3o4 ete. 5 �t.o9e L,.09e 25 SPRING LOADED LATCH 10 ®LAZING BEADS FL #20359 cA�pp AH oI TOM *r 8 � b i1 drawing no. �: ••°"s�.JJJ`�777J W1 --26 Sealed: 1112/2018 . . ... . . .. . .. .. . ... .. .. . . . . . . . . . . . . ....... .... . . . . .. . . .. . . _ ; 0 I I FRAME • OP CORNER s 111l r VENT TOP/BOTTOM CORNER op to Nya co osW n i FRAME BOTTOM CORNER Nm drawing no. •....1D" N® W16-26 FIXEDMTG. RAIL CORNER FL #20359 �'� �;�NAL'E� ,� -hest 10 of 10 Sealed: 1/1212018