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P � wo.�s h Miami Shores VillageI Wig tltt�; 10050 N.E.2nd Avenue NE Miami Shores,FL 33138-0000 Phone: (305)795-2204 �LORro� Expiration: 06/06/2017 Al ,4w, Project Address Parcel Number Applicant 246 NE 103 Street 1132060134880 LEONARD PEARSON Miami Shores, FL 33138-2431 Block: Lot: Owner Information Address Phone Cell LEONARD PEARSON 3320 N 34 Street HOLLYWOOD FL 33021- Contractor(s) Phone Cell Phone Valuation: $ 7,500.00 BUILDING CONCEPTS OF FLORIDA (305)796-0096 Total Sq Feet: 0 Type of Work:REMOVE AND REPLACE 16 WINDOWS WITH Available Inspections: No of Openings:16 Inspection Type: Additional Info:REMOVE AND REPLACE 16 WINDOWS WITH Window Door Attachment Classification:Residential Final Scanning:4 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $4,80 DBPR Fee $3.90 Invoice# WS-12-16-62293 DCA Fee $3.90 12/08/2016 Check*1224 $292.60 $0.00 Education Surcharge $1.60 Permit Fee $260.00 Scanning Fee $12.00 Technology Fee $6.40 Total: $292.60 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 responsibi' r all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,P MBING, CH NICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I ify th II t oregoi g information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. th 0 , ut dze above-named contractor to do the work stated. December 08,2016 Authorized Si ature:Owner / Applicant / Contractor / Agent Date Building apartment Copy December 08,2016 1 NA - - - k Miami Shores Village -� Building Department UEc 0 8 2016 � 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 2014 BUILDING Master Permit No. eS 1 Ca-A92 PERMIT APPLICATION Sub Permit No. M./ BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS 246 NE 103rd Street JOB ADDRESS: City Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): Leonard Pearson Phone#:305.788.8821 Address:246 N E 103 Street Miami hores FL 33138 City: State, Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:CBuilding Concepts of Florida Phone#: 305.796.0096 Address: 8089 N Wompany Name:67 Str. Miami FL 33166 City: State: Zip: Qualifier Name: Victor Leoni Phone#: 305.796.0096 State Certification or Registration#: CBC 031847 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State Zip: Value of Work for this Permit:$T500 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ✓❑ Repair/Replace ❑ Demolition Description of Work: Remove & Replace windows with Impact resistant Horizontal Rolling windows 1o . 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$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) . 1 a • 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. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. ASignature 0 A I CWOA I Signature OWNE or AGENT CONTRACTOR The foregoing instrument was acknowledged before/me this The foregoing instrument was acknowledged before /me this day of by day of �^ A 20 to by Leonnard Pearson Victor Leoni -- who is ersonally known o ,who is ersonally known o me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign- l C Sign: < l Print: Print: Seal: au��`. o MLLE L JACKSON * MY COMMISSION#FF 901375 Seal: �L JAN I FF 375 * EXPIRES:July 20,2019 • w d47WW n�a41 ceded TMu Sopt NOWY Surkfs Jar 2D,X119 ap SoaMQTkal/uryetNlmrli6ehitn *�w**arx**�xs����*a�*��a�re�xx+x** �*x� +�** *��*��a******�x*xix*a*�*+�xx�*+���+�x**a�z�*a•x**xx�a*rr�+�x*�+xx��rrxaxx APPROVED BY '` Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) i NOR$s 5 PKC.1932 G� Miamishores Village Building Department ' MINE P1 I���� 10050 N.E.2nd Avenue Miami Shores, Florida 33138 krEs W Tel: (305) 795.2204 ZORiDA Fax: (305)756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding Permits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows,doors,sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc.Inspector will also verify anchor type,edge distance,embedment and spacing.The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowled i� ! °l.fJT(� � � Qualifier/Owner Signature Date Print Name GISELA REY, P.E. By Date Sheet Of 14921 SW 30th TER GR 11/28/16 1 4 Miami, Florida 33185 Phone:305 229-8374 Fax 305 226-6904 KELKE JACKSON RESIDENCE 246 NE 103RD ST. MIAMI SHORES, FL 33138 WINDOWS REPLACEMENT INDEX: WIND LOAD CALCULATION FOR COMPONENTS AND CLADDING :666:6 PRODUCT APPROVAL REVIEW SHEETS S-1/S-4 COPY OF SELECTED NOA 6666.. 6666.. 6666 6666 . . 6666 6666 6666. 66 60 .. 6 6000.0 666666 C "ITY COPY6666.. .. 6666 #X'4' GISELA REY,PE FL,P.E.No.66366 r i GISELA REY, P.E. By Date Sheet Of 14921 SW 30th TER GR 11/28/16 2 4 Miami, Florida 33185 Project: KELKE JACKSON Phone:305 229-8374 Fax 305 226-6904 RESIDENCE WIND LOAD DATA ONE STORY BUILDING WIND LOAD AS PER ASCE 7/10 FOR MEAN ROOF ELEVATION LESS THAN 60 FEET Y B = MINIMUM WIDTH (FT) = 49.33 H = MEAN ROOF ELEVATION (FT) = 13.25 V=BASIC WIND SPEED (MPH)= 175 RISK CATEGORY= II EXPOSURE CATEGORY = C ROOF GEOMETRY: sees.. H (FT)= 3.00 L(FT) = 12.00 .. ROOF SLOPE (DG)= 14.03 s o*:** 0 sees.. sees.. sees ssse . . Kz=VELOCITY PRESSURE EXPOSURE COEFFICIENT = 0.85 sees. Kzt=TOPOGRAPHIC FACTOR= 1 •••••• .sees. e Kd=WIND DIRECTIONALITY FACTOR= 0.85 sees.. e eeeeee .. sees qz=VELOCITY PRESSURE=0.00256 x Kz x Kzt x Kd x V2 = 56.64 PSF *.so gz(ASD)= DESIGN VELOCITY PRESSURE(ASD)=0.6 x qz = 33.99 PSF APPLY REDUCTION PER ROOF SLOPE LESS THAN 10 GR NO PERCENT OF REDUCTION = 0 CPI COEFFICIENTS= +/- 0.18 a= ZONE 5 EXTENSION (FT)= 4.93 SMALLER BETWEEN : a=0.10 B= 4.93 AND a=0.4 H= 5.30 4.93 BUT NOT LESS THAN : 4%OF B= 1.97 OR 3.00 //19//,6 GISELA REY, P.E. By Date Sheet Of 14921 SW 30th TER GR 11/21 3 4 Miami, Florida 33185 Project: KELKE JACKSON Phone: 305 229-8374 Fax 305 226-6904 RESIDENCE WIND LOAD SUMMARY MARK WIDTH HEIGHT EFFECT ZONE 4 ZONE b ZONE 4 ZONE 5 WIND GCP GCP GCP GCP WL WL WL WL AREA POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE IN IN IN SF PSF PSF PSF PSF (A)HR-54 1/4 X 63 1/4 27.13 63.25 11.91 1.00 -1.10 1.00 -1.40 40.10 -43.50 40.10 -53.70 B)FW-21 1/2 X 21 1/2(OCTAG) 21.50 21.50 3.21 1.00 -1.10 1.00 -1.40 40.10 -43.50 40.10 -53.70 (C ) HR-74 X 63 37.00 63.00 16.19 0.98 -1.08 0.98 -1.35 39.25 -42.65 39.25 -52.00 (D)HR-37 X 38 1/4 18.50 38.25 4.91 1.00 -1.10 1.00 -1.40 40.10 -43.50 40.10 -53.70 (E)SH-19 X 38 1/4 19.00 19.13 2.52 1.00 -1.10 1.00 -1.40 40.10 -43.50 40.10 -53.70 (F) HR-36 1/2 X 25 1/2 18.25 25.50 3.23 1.00 -1.10 1.00 -1.40 40.10 -43.50 40.10 -53.70 (G) HR-25 1/2 X 37 3/4 12.75 37.75 3.34 1.00 -1.10 1.00 -1.40 40.10 -43.50 40.10 -53.70 (H) HR-106 X 501/2-1/4,1/2,1/4 26.50 50.50 9.29 1.00 -1.10 1.00 -1.40 40.10 -43.50 40.10 -53.70 (1) HR-52 1/2 X 50 1/2 26.25 50.50 9.21 1.00 -1.10 1.00 -1.40 40.10 -43.50 40.10 -53.70 (J)HR-37 X 50 1/2 18.50 50.50 6.49 1.00 -1.10 1.00 -1.40 40.10 43.50 40.10 -53.70 (K)SH-19 X 50 1/2 19.00 25.25 3.33 1.00 - -1.10 1.00 -1.40 40.10 -43.50 40.10 -53.70 .• .•• • • • . . .. . •. • • . . •.. • •• ••• •• • • • •• • ••• • • ••• ••• •• • • • • • • • • • •• • • 000 • • •• •• • • e • ••• • • s • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0 t O GISELA REY, P.E. By Date Sheet Of 14921 SW 30th TER GR 11/28/16 4 4 Miami, Florida 33185 Project: KELKE JACKSON Phone: 305 229-8374 Fax 305 226-6904 RESIDENCE PRODUCT APPROVAL REVIEW MARK No. SIZE TYPE OF UNIT NAME/ NOA No. APPROVED DESIGN MULLION SHUTTER W x H MODEL No. PRODUCT WIND PRESSURE WIND PRESSURE REQUIREMENT APPR.No. POSITIVE NEGATIVE POSITIVE NEGATIVE SPAN TRIB.WIDTH YES NO IN PSF PSF PSF PSF IN IN A 54 1/4 X 63 1/4 HOR.ROLLER 300 FL 20359 80.00 -80.00 40.10 -43.50 X B 21 1/2 X 21 1/2 FIXED WINDOW-OCI 300 NOA 15-0715.10 80.00 -90.00 40.10 -53.70 X C 74 X 63 HOR.ROLLER 300 FL 20359 80.00 -80.00 39.25 -42.65 X D 37 X 38 1/4 HOR.ROLLER 300 FL 20359 80.00 -80.00 40.10 -43.50 X E 19 X 38 1/4 SINGLE HUNG 200 FL 20352.1 80.00 -140.00 40.10 -43.50 X F 36 1/2 X 25 1/2 HOR.ROLLER 300 FL 20359 80.00 -80.00 40.10 A3.50 X G 25 1/2 X 37 3/4 HOR.ROLLER 300 FL 20359 80.00 -80.00 40.10 -43.50 X H 106 X 50 1/2 HOR.ROLLER(XOX) 300 FL 20359 80.00 -80.00 40.10 -43.50 X I 52 1/2 X 50 1/2 HOR.ROLLER 300 FL 20359 80.00 -80.00 40.10 -53.70 X J 37 X 50 1/2 HOR.ROLLER 300 FL 20359 80.00 -80.00 40.10 -43.50 X K 19 X 50 1/2 SINGLE HUNG 200 FL 20352.1 80.00 -140.00 40.10 -43.50 X • •• • • • • ••• • •• ••• •• • • • •• • ••• • • ••• •e• M • •• • • • • • • •• ••• • • • • ••• • • ••• • • • ••• • • (OBSCURE) ' O O O O O -� �� �� • +r opo I I MASTER BATH d w too LAUNDRY GARAGE MASTER BEDROOM W.I.C. i i----i Y_ V --------------- ---------------J----J--- ------------------------ ------------- �� 2016 1-7y r__ ' Miami Shores Village r-i-- I I I APPROVED BY DATE OO M KITCHEN � � ZONING DEPT M w ❑ ❑ � i BLD¢I ®EPT J ;,, •,U [-� � I I rA .. .. W. r ------ -- CT TO COMPLIANCE VM FED&AL • • . • • 1�1 FAMILY ROOM I STAT AND COUNTY RULES AND •••••• ' ...... .. �i ..an 0.4.. DINING ROOM •••••• a.• O I I .0 I , r ------------------------ I I 0Z a I M r--------------- W � O x zve�/7r-------r------T--------� ev, C� i eq W.I.C. i W.I.C. N BEDROOM-3 F------------r--� --- I BEDROOM-2 O I O i (EGRESS) � I BATH-3 i BATH-2 i Drawn By: Y.I. I i i Date: 11-28.16 I I , I Scale: N.T.S. O O O O Job o 161101 Revision: OEXIST. WINDOW TO REMAIN (OBSCURE) (OBSCURE) Revision: PLAN Sheet No. GLSELA REY,P.E. ��1 FL.LICENSE No.66366 w � M m tn Ilu ♦ v U E 'o"' EMERGENCY ESCAPE AND RESCUE NOTES: M s OPENING. 20" TO COMPLY WITH SECTION R31O.1 OF 1. DESIGN CRITERIA: 4 N FBC. o MIN. THE MINIMUM NET CLEAR OPENING AREA WIND LOAD AS PER ASCE 7-10 t��' E BASIC WIND SPEED: 175 MPH V r— SHALL BE 5.7 SQ. FT. RISK CATEGORY II (AT HURRICANE PRONE REGION), EXPOSURE "C° N EXCEPTION: _ GROUND FLOOR OPENINGS SHALL BE 2. PROPOSED WINDOWS ARE IMPACT RESISTANT. L J PERMITTED TO HAVE A MINIMUM NET CLEAR SHUTTERS ARE NOT REQUIRED. OPENING OF 5.0 SQ. FT. 3. ALL WOOD BUCK SHALL BE P.T. 4. ALL WOOD BUCK SHALL BE ATTACHED TO CONCRETE WITH M 1/4- STAGGERED TAPCONS @ 3• FROM ENDS AND @ 9° O.C. MAX. M FINISH FLOOR WITH 1 1/2" MIN. EMBEDMENT INTO CONCRETE. w M EMERGENCY ESCAPE AND RESCUE OPENING DETAIL 5. COLOR: FRAME ........ WHITE �• Z '•• : GLASS ........ GRAY (U.O.N.) •w rn WINDOWS SCHEDULE • x ..0 MARK TYPE DIMENSIONS (IN) N.OA No. �• •.. •;U WH PROD APPR No. GLASS TYPE MATERIAL REMARKS O r; A HOR. ROLLER 54 1/4 63 1/4 FL 20359 7/16" LAMI GLASS ALUMINUM GLASS W Q B FIXED WINDOW 21 1/2 21 1/2 NOA 15-0715.10 7/16" LAMI GLASS ALUMINUM GLASS OCTAGON a C C HOR. ROLLER 74 63 FL 20359 7/16" LAMI GLASS ALUMINUM GLASS , W D HOR. ROLLER 37 38 1/4 FL 20359 7/16" LAMI GLASS ALUMINUM GLASS Z E SINGLE HUNG 19 38 1/4 FL 20352.1 7/16" LAMI GLASS ALUMINUM GLASS �t F HOR. ROLLER 36 1/2 25 1/2 FL 20359 7/16" LAMI GLASS ALUMINUM GLASS N G HOR. ROLLER 25 1/2 37 3/4 FL 20359 7/16" LAMI GLASS ALUMINUM GLASS H HOR. ROLLER (XOX) 106 50 1/2 FL 20359 7/16" LAMI GLASS ALUMINUM GLASS 1/4,1/2,1/4 I HOR. ROLLER 52 1/2 50 1/2 FL 20359 7/16" LAMI GLASS ALUMINUM GLASS Drawn By: Y.I. J HOR. ROLLER 37 50 1/2 FL 20359 7/16° LAMI GLASS ALUMINUM GLASS Date: 11-28.16 K SINGLE HUNG 19 50 1/2 FL 20352.1 7/16" LAMI GLASS ALUMINUM GLASS I Scale: N.T.S. Job No: 161101 Revision: Revision: Sheet No. GISELA REY,P.E. ��� FL.LICENSE No.66366 w i u �F � r . N cc O K1 ®® I i M 40.10 PSF 40.10 PSF 140.10 PSF 40.10 PSF 40.10 PSF 40.10 PSF —53.70 PSF 1-43.50 PSF —43.50 PSF —43.50 PSF —43.50 PSF —43.50 PSF W M RIGHT ELEVATION .. ;•. •W W.,v� ...:.. gz oo .... .. vn :I••p •....• •.. 'W .U..x .. a ..4..ton.. Z .04.. . . . a • • • U O cn M W � o wx z-H _ M N.— z o d � Drawn By: YX 40.10 PSF 39.25 PSF 39.25 PSF Date: 11.28.16 —43.50 PSF —42.65 PSF —42.65 PSF Scale: N.T.S. Job No: 161101 FRONT ELEVATION Revision: Revision: tea Sheet No. GISELA REY,P.E. ��� FL.LICENSE No.66366 M [F � Q � of `_ M M 13 n 00 M 40.10 PSF 40.10 PSF] T40.10 PSF 40.10 PSF 140.10 PSF •• F..i•. —43.50 PSF —53.70 PSF —43.50 PSF —43.50 PSF —43.50 PSF z • 9:9 9090:9 9 00 • A ® •• LEFT ELEVATION r! :{�'•?� 0000 .. 0 s • 9 T � 9999 99 W s�!/9s� 099999 0s � 909 0000.. o 0000 � a . . . 0000.. x z a � � o � w z N o Drawn By: Y.I. Date: 11.28-16 Scale: 3/1611=1'-0" �Z150.7F 40.10 PSF Job No: 161101 —43.50 PSF_/ -- Revision: REAR ELEVATION Revision: Sheet No. GISELA REY,P.E. S-4 FL.LICENSE No.66366 MIMIA DADS MIAMI DADE COUNTY e W1, I I PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamiaade.govreconomy Eco Window Systems,LLC 9114 NW 106 Street Medley,FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. :*00:0 DESCRIPTION: Series"Eco-Guard 300"Aluminum Fixed Window--L.M.1 ..••; ,• APPROVAL DOCUMENT:Drawing No.W09-20,titled"Eco-Guard Series-30(Mftfn Fixed Wdw. ••••'• (L.M.I.)",sheets 1 through 5 of 5, dated 03/23/09,with revision D dated 07/08/15, Pel a'led by Al*Farooq .••••• Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade Cel Produvt; g trol Revision stamp with the Notice of Acceptance number and expiration date by the i;Dade Cpupty Product Control Section. • 0000 .. . 0.000. MISSII.E IMPACT RATING:Large and Small Missile Impact Resistant :•':': ' 00 0 0 0 0 00.000 LABELING: Each unit shall bear a permanent label with the manufacturer's name or loA8,'cify, state • model/series, and following statement: "Miami-Dade County Product Control Approved", unJes%%herwise�• noted herein. •• • RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure Y to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#14-0317.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15-0715.10 MIAMI•DADE COUPtTY Expiration Date: June 17,2019 f13191f, t5 Approval Da te: September 03,2015 Page 1 Eco Window Swtems,,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0413.08) 2. Drawing No W09-20,titled"Eco-Guard Series-300 Alum. Fixed Wdw. (L.M.I.)", sheets 1 through 5 of 5, dated 03/23/09,with revision D dated 07/08/15,prepared by Al-Farooq Corporation,.signed and sealed by 3avad Ahmad,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 along with installation diagram of a 97 1W'wide x 96 1/8"high Eco-Guard series 300 aluminum double fixed window,prepared by Hurricane Engineering&Testing Inc., Test Report No.HETI-08-2192A, dated 01/15/09,signed and sealed by Candido F. Font,P.E. (Submitted under NDA#09-0413.08) 2. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 • 2) Cyclic Wind Pressure Loading per FBC,TAS.203-94••••• ...... along with installation diagram of a 97 1/4"wide x 96 1/8"luge0co-04md sgries 300•; aluminum double fixed window,prepared by Hurricane EngtiiA Atig&Testl'ng Inc!** Test Report No.HETI-08-2192B,dated 01/15/09, signed aria igifed by CjB,�dido F;•••• Font,P.E. (Submitted tinder NDA#09-0413.08) ' 0000 0000 0000. . . 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94;••; .••.•. 0"00:. 2)Uniforrii Static Air Pressure Test,Loadintoe 0FB C,T'As*2029,fO';o 3)Water Resistance Test,per FBC,TAS 202-94 ; 0 0 00:. along with installation diagram of a 48 1/4"wide x 96 3/8"higVpo-Gi;WsOeries QQ •; aluminum circular arch top fixed window,prepared by Hurricfibe Enginebt1%& ' Testing Inc.,Test Report No.HETI-08-2193A, dated 01/15/09,signed ana sealed by Candido F. Font,P.E. (Submitted underNOA#09-0413.08) 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of a 48 1/4"wide x 96 3/8"high Eco-Guards 300 _ aluminum circular arch top fixed window,prepared by Hurricane Engineering& Testing Inc.,Test Report No. HETI-08-2193B,dated 01/15/09,signed and sealed by Candido F.Font,P.E. (Submitted underNOA#09-0413.08) 5. Test reports on: 1)Large Missile Impact Test per.FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per.FBC,TAS 203-94 along with installation diagram of a 47 5/8"wide x 96"high Eco-Guard series 300 aluminum triangular top fixed window,prepared by Hurricane Engineering&Testing Inc.,Test Report No. HETI-08-2194,dated 01/15/09, signed and sealed b Candido F.Font,P.E. (Submitted under NOA#09-0413.08) Manuel Per E. Product Control E a er NOA No. 15-0715.10 Expiration Date: June 17,2019 Approval Date: September 03,2015 E-1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(coNl`wuD) 6. 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 along with installation diagram of a 50 5/8"wide x 63 1/4"high Eco-Guard series 300 aluminum fixed window,prepared by Hurricane Engineering&Testing Inc., Test Report No.HETI-08-2195A,dated 01/15/09,signed and sealed by Candido F. Font, P.E. (Submitted underNOA#109-4413.08) C. CALCULATIONS 1. Anchor verif cation calculations and structural analysis, complying with FBC 5th Edition(2014), dated 07/08/15,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER;•••" ...... E. MATERIAL CERTIFICATIONS • ...... . .. ...... 1. Notice of Acceptance No. 14-0916.10 issued to KuraraY m��•A A••' •••• �a,Inc.fpr�heir :• "Butacite®PVB GIass Interlayer"dated 04/25/15,expirint.®a•P`2/11/16 ..' .•V• 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray.AmWe f,Inc.fol Ueir fees* "SentryGlas@(Clear and White) Glass Interlayers" dated p.67;5/15, expiring on 07/04/18. • F. STATEMENTS •`•••' 1. Statement letter of conformance, complying with FBC-51'Edition(2014);andof no financial interest,dated July 8,2015,issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. G. OTHER 1. Notice of Acceptance No. 14-0317.03, issued to Eco Window Systems, LLC for their Series"Eco-Guard 300"Aluminum Fixed.Window—L.M.I.,approved on 04/10/14 and expiring on 06/17/19. Manuef Pe ez, E. Product Control am er NOA No. 15-0715.10 Expiration Date: June 17,2019 Approval Date: September 03,2015 E-2 2.668 � O w 062 WINDOW WIDTH o 500 69 FALSE MUNTINS o o� 1.813 875 (SURFACE APPLIED) D.L. OPG. E Z h O 1. 00 2.611 OPTIONAL A of 2 41 z 062 3 w 8 Q g tv a FLUSH FRAME ADAPTER 0 0 v h'--—2.750 ara ° r II It J FRAME HEAD/SILL/JAMB • C II II p �u�i o .75Q � 4 i t It 0dI h Q II fl aa . + 3� fA 8113 — .803 !72 Y - ii .QSa - X IL gig z o Q GLAZING BEAD z p fi 11 o 1.070 _ i i i i y J . u°; 1 =�_=====FF==== "si••• 1 FTI375 II II •••:•• wwe to o ••i• �� II 1I 0000•• • �'`� • —1-I------��— � 00.050 -------tr- .... � �li EI • •B 0.00 � g� ::0 ••• 3 ••:••: p •• r ••• O ANCHOR COVER 00 •• r M ori 0•••• •0000•• W 0. 00 • • • 0 : t •.:• g••s� o` 6' MAX. 12' MAX. • 00 L' • a � o •••� HEAD/SILL HEAD/SILL •• M CORNERS W ECO--GUARD SERIES-300 ==A_�EV 1 w ALUMINUM FIXED WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. GLASS D.L.O. DIMS. a a APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE D.L.O. HEIGHT = WINDOW HEIGHT- - 3.625' o ^' N COMBINATIONS OF FIX./FIX. OR FIXED WITH OTHER D.L.O. WIDTH = WINDOW WIDTH -- 3.625" a g o WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING N n ': W MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. ? 58 LOWER DESIGN PRESSURE FROM WINDOWS OR. MULLION APPROVAL ' WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE o o �° o REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY •2 4S' 0 0 0 HURRICANE ZONE (HVHZ). > -a m o 0 WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER e LOADS TO THE STRUCTURE. g; ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS, ANCHORS THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. Engr. `JAVAO pRADUCI Rb'VISED1 M q EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE NOT REQUIRED. CML w complying with the F7addtit `i FLA.CAN. 82 Building Code ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE Acceptance Na l'S'O 1'S•IQ NOT PART OF THIS APPROVAL. Ex nation Date wily � � � � A LOAD DURATION INCREASE 1S USED IN DESIGN OF ANCHORS INTO WOOD ONLY. By MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT Miami adeproduet drawing no. COME INTO COWACT REQUIREMENTS OF THE�FLORIDA BLDG.H OTHER ICOLAR DE,MATERIALS SHALL MEET THE ZOia W09-2O sheet 1 of DESIGN LOAD CAPACITY - PSP DESIGN LOAD CAPACITY - PSF 3/16" ANN. GLASS3/16" HEAT STREN'D. GLASS WINDOW DIMS. GLASS TYPE 'C' GLASS TYPE 'D' WINDOW DIMS. GLASS TYPE 'C' GLASS TYPE 'D' N WIDTH (W) LENGTH {L) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) WiDTH (W) LENGTH (L) EXT.(+) INT.{-) EXT.{+) 1NT.(-) I 090" Interlayer Q, aY 090" Interlayer Butocite PVB SentryGlas 24" 75.0 80.0 80.0 90.0 26-1/2" 75.0 80.0 80.0 90. Z 3 'Kurara America, Inc.' O J BY Y By 'Kuroray America, Inc.' 30" 75,0 80.0 80.0 90.0 37" 26" 75.0 80.0 80.0 9 . d 3/16" ANN. GLASS 3/16" HEAT STREN'D, GLASS 36" 75.0 80.0 80.0 90.0 53-1/8" 75.0 80.0 80.0 90.0 _ IL 42" 36" 75.0 80.0 80.0 90.0 74" 75.0 80.0 80.0 90.0 0 0 SILICONE SILICONE 48" 75.0 80.0 80,0 90.0 26-1/2- DOW75.0 80.0 80.0 90.0 CORNING 899 DOW CORNING 899 d v GE SCS 2000 GE SCS 2000 54' 75.0 80.0 80.0 90.0 37' -3 8" 75.0 80.0 80.0 90.0 A. Q �, ? 60 75.0 80.0 80.0 90.0 53-1/8" / 75.0 80.0 80.0 90.0 Q t et " I II 66" 75.0 80.0 80.0 90.0 74" 75.0 BQ.O 80.Q 90,0 p toq 4 ! il io 4 till obi Ij !j 5 rn II Ij 5 72" 75.0 80.0 80.0 90.0 26-1/2" 75.0 80.0 80.0 90.0 II !i 8 AT 1/4 POINTS 'j II AT 1/4 POINTS 24" 75.0 80.0 80.0 90.0 37" " 50-5/8" 75,0 80.0 80.0 90,0 0 h 0 II ON LITES"WIDER it II 8 ON LITES WIDER 3Q 75.0 80.0 80.0 90.0 53-1/8 71.3 76.0 80.0 90.0 °.0 'I. THAN 36 ONLY THAN 36" ONLY 36" 75.0 80.0 80.0 90.0 74" 71.3 73.1 80.0 90.0 42" 48" 75.0 80.0 80.0 90A 28-1/2" 75.0 80.0 80.0 90.0 48" 75.0 80.0 80.0 90.0 37" 63" 75.0 80.0 80.9 90.0 �8 X 1-1/4" SMS " " " 8 X 1-1/4 SMS 54 75.0 80.0 80.0 90.0 53-1/8 67.9 72.5 80.0 90.0 AT 3-1 j2" FROM ENDS AT 2" FROM ENDS 60' 75.0 80.0 80.0 90.0 26-1/2" AND 10" O.C. MAX. AND 10" O.C. MAX. 75.0 80.0 80.0 90.0 66' 75.0 80.0 80.0 90.0 37" 76" 75.0 80.0 80.0 90.0 ''.• N GLASS TYPE 'C' GLASS TYPE 'D' 72" 75.0 76.6 80.0 90.0 53-1/8- 67.9 69.8 80.0 90,0 • `�' J • ••• • GLAZING OPTIONS 24" 75.0 50.0 60.0 90.0 •• 0 • •- • 30" 75.0 80.0 80.0 90.0 •••:•• �•• 60000• 0000•• A M• +8 0000: 36" 75.0 80.0 80.0 90.0 W 0 0•• `TGY use M 60' • 42" 75.0 80.0 80.0 90.0 • • r0 e 0000 � 0000 48" 75.0 80.0 80.0 90.0 00:00: W 6:0.0 54" 66.8 71.3 80.0 90.0 •0 •0 • •••�• 60" 60.2 64.2 80.0 90.0 :06:0: g °i • L !t.0 rry °c� • t . WIDTH 86' 60.2 64.2 80.0 90.Q • • • � w ,, • WINDOW WIDTH WINDOW WIDTH 72" 1 60.264.2 80.0 90.0 110.0 i ZOO 0000 r 24" 75.0 80.0 80.0 90.0 . 02t. 0- - 30" 75.0 80.0 80.0 90.038" 75.0 80.0 80.0 90.0 142" 72" 75,0 80.0 80.0 90.0 w W48' 75.0 76.6 80.0 90.0 NOTE54" 66.8 71.3 80.0 90.0 WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. L 60' 60.2 64.2 80A 90.0 24" 75.0 80.0 80.0 90.0 ` (° WINDOW WIDTH WINDOW WIDTHOFWINDOWWIDTH 30" 75.0 80.0 80.0 90.0 0 a_ 36" 75.0 80.0 80.0 90A ° off 42" 70.0 70.0 80,0 90.0 :48" 65.6 65.6 80.d 90.0 54" 64.3 64.3 80.0 90.0 24' 75.0 80.0 80.0 90.0 }�W. WIDTH 30" 75.0 50.0 80.0 90.0 1 1 38" 96' 75.0 78.2 80.0 90.0 0 0 �^ c �- -� NOTE: R 0 5 8 42" 64.8 64.6 80.0 90.0 GLASS CAPACITIES ON THIS SHEET ARE a a co U o WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH I I 48" 59.9 59.9 80.0 90.0 BASED ON ASTM E1300-09 (3 SEC. GUSTS). 24" 75.0 80.0 80.0 90.0 (- 30' 108" 75.0 80.0 80.0 90.0 Engr. CML� I'ItADUCT R6VISPD z I MAD 36' 74.5 74.5 80.0 90.0 FLA t'E 0592 as complying with the Flog 3 42' 61.5 61.5 80.0 90.0 C.A N. Building Code o L J 24" 75.0 80.0 80.0 90.0 Acceptance No 15'ID 1 rT� Lx iraliwt Date 11 30' 120" 75.0 80.0 80.d 90.0 I3 ALLOWABLE.LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE 36" 74.5Li I U-4 74.5 80.0 90.0 11 tv fcmi adc educt drawing no. VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS a� J PO15 W09-20SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. _L--_• n_s t 1 BY ,TYPICAL ANCHORS Q SEE ELEV. FOR SPACING WOOD BUCK METAL TYPICAL ANCHORS 2 OOD BUCK w STRUCTURE SEE ELEV. FOR SPACING OR o d e e 4 d .d G.a v 'i-4 COUNTY 4 : �~'' a MULLION &E MULLION ANCHORS WOOD TURF a a ., 4 4 a ° SEE SEPARATE NOA z j O F y) Z Q d I ' 1061 O 90 Jd6jILS j a S e x G LL !I !! db h 3 2 0 L Q Q C IE ,I TYPICAL ANCHORS TYPICAL ANCHORS 0 4 h 2 jj SEE ELEV. FOR SPACING yIt SEE: ELEV. FOR SPACING �; .0 !! 'I Q i! •i !! q WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. TYPICAL ANCHORS: SEE ELEV. FOR SPACING !i ji MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 4" DIA ULTRA .nil BY j. ,I ELCO (Fua177 KSI, Fy=155 KSI) U• o ! AND TRANSFER THEM TO THE BUILDING STRUCTURE. �.t•• n INTO 28Y WOOD BUCKS OR WOOD STRUCTURES � -_•� I •••• I! !i 1-1/2" MIN. PENETRATION INTO WOOD 3 i! ii THRU 1 BY BUCKS INTO CONC. OR MASONRY jj 1-1/4 MIN. EMBED INTO CONC. OR MASONRY y •••• DIRECTLY INTO CONC. OR MASONRY •••• >- •aasa• @' iaa• lk 1-1/4 MIN. EMBED INTO CONC. OR MASONRY aa'aa' o a V'r .... r • 3 ,914 SMS OR-SELF DRILLING C.REWs GRADE 2 CRS •••••; O p ..:. ml ., I z c !j !I INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = A/8J • •aa• INTO METAL STRUCTURES '• • A .�LL w • o t3 ii STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" 0 THK. MIN. (6063-T5 MIN.) �I 0 7� !I !! (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) W W I! I! j !i TYPICAL EDGE DISTANCE !I !I ��INTO CONCRETE AND MASONRY = 2-1/2" MIN. !! !i INTO WOOD STRUCTURE = 1" MIN. !I II ra � INTO METAL STRUCTURE = 3/4" MIN. N w !j !i c F WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. g o CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. ' C-90 HOLLOW/FILLED BLOCK AT JAMBS fm = 1500 PSI MIN. N jj ii f I �! II 2 !I !1 ;I ji 3 ' SEALANT: _ ja, omM � �ALL JOINTS AND FRAME CONNECTIONS SEALED WITHo 0 0JOINT SEALER. m u o N En r. JAVAD AHMAD , • '°� 'd a . '0 •' 9 CML PRODUCT REVISED Q° 4 o FLA. 70592 as complying with the FTod& iv a :�. o' :v d a• s:' I CAN 538 Building Code jgQ715o \ x Acceptance No .4 Expiration D •. ° BY " ! I 'TYPICAL ANCHORS ,, I TYPICAL ANCHORS Miami ade pw"' drawing no. a SEE ELEV. FOR SPACING 1 BY SEE ELEV. 0 WOOD BUCK FOR SPACING JUL Z415 1N09--20 sheet 3 of 5 ITEM PART RBQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS o 1 FY301 2 FRAME HEAD/SILL/JAMB 6063-T6 - 1 W o 2 FY302 AS READ. GLAZING BEAD- 7/16" GLASS 6063-T6 - sY 0 I 3 FY303 AS READ. ANCHOR COVER 6063-T5 - 1/8" THK Z W 4 E203 AS READ. GLAZING BEAD BULB NEOPRENE ULTRAFAB ALUM STRAP 6 0 n 5 6 �` yr Q RD-501 GLASS SPACER - 1/8" HIGH SILICONE FRANK LOWE a fl6 #10 x 1" 8 FRAME ASSEMBLY SCREWS CRS PH SMS / g la� 7 FY120 -- FLUSH FRAME ADAPTER 6063-76 OPTIONAL o v 8 2/ LITE SETTING BLOCK EPDM DUROMETER 8515 SHORE A a W • O aaa � Iz o .fl < 6 � WELDED JOINTS � U a v __I � J MIAMI—DARE COUNTY + APPROVED MULLION RECT. OR SQUARE WINDOWS CIRCULAR WINDOWS MITER CORNERS N• SEE SEPARATE NOA TYPICAL ANCHORS 13 SEE ELM FOR SPACING ••• W R.I •• • �., CdRNER DETAILS vs Q r+T to z . .... - - ...... —3y 3i 00 •••• • juj *-W •••: TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH WINDOW WIDTH 1/4" MAX. i/4" MAX. 1/4" MAX. SHIM SHIMS in m SHIM C TYPICAL ANCHO So m SEE ELEV So m N FOR SPACING TYPICAL ANCHORS o_ SEE ELEV. Q o " FOR SPACING c W ,,4 3 + N V z z v. y &' METAL a M :2 � °�m STRUCTURE o ° -7 j 'a o 0 0 ..-..-.-_.._.._._.-._....._.-.-._.-.-.-.-._._ ._ .-.-._._.-.-.- WOOD B K R WOOD STRUCTU Engr: JAVAD AHMAD PI2IJDUCT REVISLTD o Db ° JA 562 as complying With lk Florida C. Building Code o 2 18Y Acceptance i EXTERIOR 4 WOOD BUCKS Ex imlionnatezw ` a $ u By D.L. OPG. Mi ihae Ptnduct drawing no. WINDOW WIDTH 2015 —2Q r MET STRUCTURE 0 TYPICAL ANCHORS TCHORS S1EEEiC�FOR PACING MIAMI—DADE COUNTY APPROVED �I SEE ELEV. FOR SPACING MULLION & MULLION ANCHORS o � ' • 4 SEE SEPARATE NOA Z a a O Z IL a cv'I U ALT. v ef 0 IL • TYPICAL ANCHORS 3 � SEE ELEV. FOR SPACING Z w � U N J �1 J • '81 h s s••• •••• s r CLO r r •••••• I sib M N• ••• • • • • 1/4A MAX. •• •• yT •.(�� a • s••• SHIMS ALT. �••:•s 4 }�.Z�.., to •• .. a .-w e t7s 74 . w TYPICAL ANCHORS O a SEE ELEV. FOR SPACING r O . Vi VIE'N M � AIT, xx � o 0 0 CQ m U 0 INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER En9r. JAVAD AHMAD PRADvt�REVISEDo FIA. PCM# 70592 a9 ComPlying With Use Florida `i N v a v C A $ Building Code 'a °• AocePtauce No IS15.Itap BX SWIM Dale _ ° o �SEE TYPICAL ANCHORS .JU U 241Axe A oIB+dyiuni ade]t'roduel drawin no. ELM FOR SPACING W09-20 sheet 5 of 5 c 53 1/8" 411% 10, WINDOW WIDTH 46 3/4" D.L.O. (FIX. LITE) as Z m h J 6 " FALSE MUNTINS Z " MAX. 20 1/2 (SURFACE APPLIED) F' W ip I HEAD/SILL A...t MAX. MAY BE USED a a `.:. a g CORNERS i q? I HAD 00 o LL) E O W(Ny M I - -- Low O U) n I v 0LLT Vj >m r _ :.__---- ----- M - - ------ - c d0Q 5 1 � N�0 a o j ADDL. ANCHOR lot LU y U. �- ---- - AS REOD. SEE CHART .1 z t04 Q U FOR CAPACITY Z M _ w a W 31 I- Ln m° I? N I d j DO z_ ! O 3 I 3- �. h 7 •-• - -------------- 0000 6 m - Z • • Z O• •••• �[ TELI 0000 3 n • 0•� • • x O] C7 q • • NQ g 00•0•0®••• WZ••� fu W 0000• •x s• 0000 > O 0 009: THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. ; 0000•• z•�N•"� 03 :••• SHUTTERS ARE NOT REQUIRED. ; •••••• z I•�p 000 ••• • cc• - - • • I •• •• •• • J a• 0000 h SERIES MG-200 - >� , X cl ••: CD J M .•:: w r� a W . . . N , • 0400 SINGLE HUNG WINDOW t,a . 20�1/2- ALUMINUM a a •' �,.•4, • • SILL ANCHORS DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER NOT REQUIRED-// SILL :��` -- CHARTS SHOWN ON SHEET 3. FOR LOADS 46 34- UPTO 80 PSF / APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE D.L.O. (VENT) COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER 49 3/4" I I WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING VENT WIDTH j F.B.C. APPROVED MULLIONS IN BETWEEN. cl LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL tTESTED °WILL APPLY TO ENTIRE SYSTEM. u UNIT THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION) FLORIDA BUILDING CODE o� • INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER o al LOADS TO THE STRUCTURE. r - -—•— rn A-THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER > ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC °c EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. I FL #20352.1 �- ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE 8-CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND r r- INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION 'OkkicidSllr�;®�� W ' o NOT PART OF THIS APPROVAL. li PROVIDED HE/SNE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED �I .I �y j B/\ - I - ON THIS DOCUMENT. �� . A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. °°I "F � .'�•,^,EN,s I iv I a C-THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF '' p a ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. ALTERED BY ANY MEANS. I a'' O-SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED J` o Y MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) I-' :i= I o I y I u COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE. USE OF THE P.E.D. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE drawing n0.P '• A ��j MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION SPECIFIC DRAWINGS FOR REVIEW. ,�ylA,.•' p`�- I �� s-2� IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE. I E-THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF \✓� _ \�i s � epi `.._ ... LABELING TO COMPLY WITH SECTION 1710.8.2. THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT, \�//`����'61,\,% Sheet 1 Of 3/16" HEAT STREN'D. GLASS 1/$" HEAT STREN'D. GLASS N .090" Interlayer .090" Interlayer SentryGlas Butacite PVB z7 m By 'Kuroroy Americo, Inc.' By `Kuroroy America, Inc.' Q F } ¢ 3/16" HEAT STREN'D. GLASS �1/8" HEAT STREN'D. GLASS Q LLI g m ' tv g IL O u�i G .�' M a w SILICONE w SILICONE N Z m DOW 795 Z m DOW 795 C Lit 16 ° g 16co to W d O aoo S 'I I 0 4 � 0 D_ Cr a W j LL �^p E 8A �\ TAT / 8 �� IL ZOO M i a.) J w 1/4 POINTS ON LITES w 23 AT 1/4 POINTS ON LITES Q W M -IDER THAN 36" ONLY WIDER THAN 36" ONLY GLASS TYPE 'A' GLASS TYPE 'B' 7/i6" OVERALL LAM. GLASS 5/16" OVERALL LAM. GLASS g Z cv ao 3:0 No • • • 0 • z• m • • 000006 0* 0000 1/8" TEMP, GLASS 1/8- TEMP. GLASS •••••• �• —• • 0 •••• 1/4" AIR SPACE 1/4- AIR SPACE •*000• jJ 4vt• Q 44 • 3/16" HEAT STREN'D. GLASS 1/8- HEAT STREN'0. GLASS ••:••: ui J00 00 u••x�(.0 • i••• 090" Interlayer 090" Interlayer z p r) a • SentryGlas Butacite PVB 00 i••i•i coo Coo 1 •• z � J By 'Kuraray America, Inc.' By `Kuroroy Americo, Inc.' • ' �, ;• 0 "" • Jr 4 • • 3/16- HEAT STREN'D. GLASS r 1/8" HEAT STREN'D. GLASS ••• 000 ¢ '•9. >-—:1000: 1 0• • •W o C) •vdJ � N N 0 ILJ SILICONE F SILICONE g � M F M DOW 795 m DOW 795 z z - V) - - -- 00 IN 16 1 UJI u � ii 4 AT 1/4 POINTS AT 1/4 POINTS 0)i' W 23 ALL SIZES W 23 ALL SIZES GLASS TYPE 'Al GLASS TYPE 'B1' 7/8" OVERALL INSUL. LAM. GLASS 11/16" OVERALL IN5UL. LAM. GLASS c GLAZING OPTIONS �4" AIR SPACE CONSISTING OF: 0 01 1, SPACER: Seal_d 4-18-16 ^ l 'HELIMA' LOW PROFILE ALUMINUM SPACER `1-%'k%x- 0 si .p a BY 'LINGERMANN GMBH' AROUND THE PERIMETER OF THE GLASS. PERIMETER SEALANT: 705V 'c SILICONE 2 l y 1, � — c u I �. ' � DOW CORNING 791 I.. GE 2000 P�'• sT `w drawing no. OR 'DURASEAL' EDGE SEAL SYSTEM ` �e� W1 6-20-1)' BY `QUANEX' FL #20352.1 ' NAL e�e ,Sneer 2of g Li �l EQUAL LITES WINDOWS IDTH UNEQUAL LITES WINDOWS WUNEQUAL LITES WINDOWS j o DESIGN LOAD CAPACITY - PSF I DESIGN LOAD CAPACITY - PSF I DESIGN LOAD CAPACITY - PSF C14 GLASS GLASS TYPES GLASS TYPES j GLASS TYPES GLASS TYPES FLANGE DIMS. A & 'Al' 'B' & 'Bl' FLANGE DIMS. 'A' & 'Al' FLANGE DIMS. 'B' & 'Bl' Z► m h 3:. WIDTH HEIGHT EXT.(+) INT,(-) EXT.(+) I INT.(-) I WIDTH HEIGHT EXT.(+) 11NT.{-) WIDTH HEIGHT EXT.(+) 1NT.(-) 0 ;? z• Z N Q: 9-1 80.0 4d.0 80.0 ° 80.0 19-1/8" 80.0 140-0 19-1/8' 80.0 80.0 }• z co a 26-1/2- 80.0 140.0 80.0 80.0 26-1/2" 80.0 140.0 i 26-1/2- 80.0 _ 80.0 a (L N g 30" i 38-3/8" $0.0 I 140.0 80.0 80.0 I 37" I 80.0 140.0 30' i 80.0_ 80.0 O W N ` U 37' (4) 80.0 140.0 80.0 80.0 40' 80.0 140.0 32" 80.0 80.0 48" 80.0 140.0 80:0 I 80.0 43' 63' 80.0 140.0 36" 50-5/8" 80.0 80.0 �. F- 16 53-1/8" 80.0 140.0 80.0 I 80.0 = ___- -__ _ 48 (7) _80.0 - 140.0 37" (6) 80.0 ; 80.0 9-1/$ -80.0 j 140.0 80.0 80.0 = 1 50" I 80.0 - 140.0 i 46" 80.0 80-0 C >In � 26-1 T2" I 84.0 140.0 80.0 80.0 I i 52' - 80.0 140.0 48" 80.0 80.0 Q d a A er�p1 30" -5/8" 80.0 140.0 80.0 80.0 53-1/8" 80.0 1 140.0 53-1/8. 80.0 80.0 Q b rr d 37" (s} 8a.o 1 aa.o 80.0 80.a l s-1/8" so.o 1 ao.o 1 s-1/$' 80.0 so.o z N 48" 80.0 140.0 80.0 80.0 26-1/2" 80.0 140.0 I 26-1/2" 80.0 80.0 g 4 Z N u- a i 53-1/8" 80.0 140.0 80.0 80.0 i 37" , 80.0 140.0 30" 80.0 80.0 ..1 I I " -- 63" [J Q ILLI GM1 H 19-1/8- 80.0 1 140.0 80.0 80.0 40" 74-1/4' 80.0 140.0 32" 80.0 80.0 w 26-1/2" 80.0 I. 140.0 _ 80.0 80.0 ! 43' I (8) 80.0 140.0 36" (6) 80.0 80.0 a 30' In 63" 80.0 i 140.0 80.0 80.0 �- - ----- 48' 80.0 j 140.0 1 37" 80.0 1 80.0 IrC. to 37" (6) 80.0 140.0 80.0 80.0 50" 80.0 r 140.0 7 I 46" 80.0 80.0 U i Z N 48" 80.0 140.0 s_o.o 80.0 EQUAL LITES 52" 80.0 140.0 ! 19-1/a" 80.0 _80.o Q =ty•:• o 53-1/8" 80.0 - 140.0 80.0 ! 80.0 19-1/8" I 80.0 140.0 26-1/2' 1 Boo 80.0 LL i ••• • It n ••••• p '-1• • O•Q • •• 80.0 140.0 80.0 80.0 I 26-1/2- 80.0 i 140.0 a 30" 74-1/4" 80.0 I 80.0 1�•••�• Z i ••' 0 •••i• 26-1/2- 80.0 140.0 80.0 80.0 37" 80.0 140.0 Ix 32" (8) 80.0 80.0 Z �•••[�s1• Z• ' 76" p I w 0 c� ' � ••••• 30' 74-1/4. 80.0 140.0 80.0 _80.0 40' 8) 80.0 140.0 U 36" 80.0 _ 80.0 F Q ••�• _ eel.! ' 4x • 37" (8) 80.0 140.0so 80.0 80.0 43" ( 80.0 140.0 ¢ 37" 80.0 80.0 U ' ' bid L` '•" 48" 80.0- 140.0 80.0 8 00 48" 80'.0 ", •-140.0 19-1/8" 80.0 80.0 Z IW (llLLJ�•�t i J • •(0 *:*so 53-1/8- 80.0 129.6 80.0 80.0 1 5d" ! 80.0 140.0 26-1/2" 80.0 80.d = r�'�O z ' ••••• N t/1 Y.xvic• I O in m •• 80.0 140.0 80.0 80.0 I 19-1/8" _80.0 140.0 z i 30" 76" 80.0 80.0 e�.2 pv � •0 aQ I .•. • 26-1/2" 80.0 I 140.0 80.0 80.0 26-1/2- 80.0 140.0 Ld 32" (8) 80.0 80.0 2 O U J �� � v • 30' 76" 80.0 r 140.0 80.0 80.0 37" 84.. 80.0 140.0 U 36" 80.0 80.0 w ~ �� � 4 i o••• O • i 37" (8) 80.0 140.0 80.0 I 80.0 c 40" I ($) 80.0 140.0 z 19-1/8" I 80.0 80.0 a o `r'o w N , 0 ' 48" 80.0 140.0 80.0 1 80.0 i 43" 80.0 140.0 cn 26-1/2" 84' 80.0 T 80.0 Z U} W O j ! N L'LI w 53-1/8- 80.0 128.5 80.0 II 80.0 W i 19-1/8" 80.0 140.0 30" (8) 80.0 ! 80.0 - O to cn moo ~f 19-1/8- 80.0 1 140.0 - - N 26-1/2 90" 80.0 I 140.0 z 32" 80.0 80.0 z Q Q t 26-1/2" sao 140.0 - - o 37' (9) 80.0 140.0 � d Z o 30" 84" 80.0 140.0 - - U 40" 80.0 140.0 a. < WIDTH U 00 < I I 37' I (8) 80.0 140.0 - - Q I 19-1/8" 96" 80.0 - 140.0 Z N 48" 1 80.0 140.0- - - - L• 26-1/2" 80.0 1 140.0 O� Q Z W 53-1/8- I 80.0 124.7 - - p 37" (9) 80.0 140.0 Z i Z Ca Q a o; O 19-1/8" 80.0 140.0 - - Z ' 26-1/2" 80.0 I 140.0 - - Q WIDTH w 30' 90" 80.0 I 140.0 - - Q i -z r 37- i (8) 80.0 140.0 - - z = g w I 48' ! 80.0 140.,0 - _- U1 1> 80.0 123.1 - - I ; - -- - 0 o 19-1/8" 80.0 140.0 - - zami o; 26-1/2" 80.0 140.0 - - W _ �, ` r-I 30" 96" 80.0 140.0 - - a I w w � - --_== Seale-d-418-16 37' (8) 80.0 140.0 - - Z �L�1 141td1gjjAB1� tp '• 48' 80.0 140.0 - - 6 UNEQUAL LITES (ORIEL TYPE) 00 53-1/8" 80.0 - 122.4 = = J U`•� �� j � + c I A ' 53-1/8" 74-1/4' 80.0 140.0 - _ _ - ¢ tl\ I No. 76" 80.0 146.0 - - = 53-1/8' 84" 80.0 140.0drawing .-" " - UNEQUAL LITES ORIEL TYPE s4 �' e 53-1/8 I 90" 80.0 140.0 ( � ,���a� ,. �•• � ``/ Wl 6-20 1 53-1/8" , 96- 80.0 140.0 '°°q � ' ••• �o/ V FL #20352. tsheet 3 of 8 l I BY TYPICAL ANCHORS � � WOOD SUCK-\, SEE ELEV. F \4 -- N FOR SPACING m U !- ------------------- '4 --------- ------ - 4 ° ° a ° a °� ° ! - - EDGE DIST. ~ y;.' METAL I I F.B.C. APPROVED I 4 n 41 p n O N i t EDGE STRUCTURE j + MULLION & MULLION ANCHORS a a 4 a °' a• a 4 n d 3 a N 1 ' DIST. i � SEE SEPARATE APPROVAL �I z x h y 0 . EDGL DIST. I + I I 0 i �' Z I moo; a o. I EDGE DIST. i I W N I I yj ------- - ---- - - - --- -- --- - -- -- L_- _-_ - o g N M 0 Lz -z!I - >� >� 0. _ 0 tym no La s 0►o —m o N TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS d a ori SEE ELEV. SEE ELEV. SEE ELEV. 0 w N o 0 0 FOR SPACING FOR SPACING FOR SPACING Q W Z J N ' U. iFo 6 20 WOOD BUCKS AND METAL STRUCTURE NOT BY MR. GLASS Q z m! F t MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM — _ I AND TRANSFER THEM TO THE BUILDING STRUCTURE. ti 00 WEEPHOLES: TYPICAL ANCHORS: SEE ELEV. FOR SPACING z Go 12 I t2 OPTIONAL TO W1 = 1-1/2" X 5/16" WEEPHOLES AT 5-1/2" FROM EACH END ],/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) v I SPRING LATCH I INTO 28Y WOOD BUCKS OR WOOD STRUCTURES Z•.®% • • --• Z p• 0000 1 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBSI.' ; �... .• -� I V THRU 1 B BUCKS INTO CONC. OR MASONRY �••:•• z. �w LL •.•• 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)•.... s •w (0 • 1-1/4" MIN. EMBED INTO MASONRY (JAMBS) *00000 - G} to cc 0000 0000 w *a, 0 • • 0000•• rn I4,•pp at PO 00• •000 DIRECTLY INTO CONC. OR MASONRY • • • p� I p I rr •• •• M I0• 0 J 00 •0•• z G; 1-1/2 MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)...��� J V) u.. �• 3 i 1-1/4" MIN. EMBED INTO MASONRY (JAMBS) Qe ••Lj • WI • • • N ! • ••0• 14 i 18 I I #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) ••• �i o , >C I INTO F.B.C. APPROVED MULLIONS •� 04� i W 01 I I W ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (NO SHIM SPACE) J` INTO METAL STRUCTURES a - t w STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) + 16 I 13 > (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) t 13 TYPICAL EDGE DISTANCE o 23 t INTO CONCRETE AND MASONRY = 2-1/2" MIN. o. j I ' t INTO WOOD STRUCTURE = 1" MIN. I N; I INTO METAL STRUCTURE = 3/4" MIN. 22 I iBY WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. + s WO, O BUCK CONCRETE AT HEAD. SILL OR JAMBS f'c = 3000 PSI MIN. l C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2060 PSI MIN. 0 0 4 cn Sealed 4-18-16 � -r-r---__ e �$. •. me�qq .I 4d ° 0 EDGE DIST. g -- -- (b ice. _ I ' --- 7'W32 _ . 4 d e V y I a v 4 { J ° TYPICAL ANCHORS °. TYPICAL ANCHORS �' I drawing no a RE00. FOR LOADS v ' READ. FOR LOADS > �� $ n VY1 ABOVE V. PSF ONLY W1 I ' ABOVE BO PSF ONLY e��%� �'' W16-20 a SEE ELEV. I 1 SEE ELEV. r� o __ .� FOR SPACING EDGE DIST. \r� °s� >�\ FOR SPACING FL #20352..1 � ���f\��`� `shee 4 Of 4mm I 0 i '1N ./.to 0 " m 1/4" MAX. 1/4" MAX- —moi - E•' W M I SHIM SHIMS 1/4++ MAX. Q d -� N C; 9. SHIMS a �: O p O V 3 1$ - - _ TYPICAL ANCHORS e TYPICAL ANCHORS Q N M F __- -. __ -- 9B 19A 0 SEE ELEV. SEE ELEV. Q, AI i ZO FOR SPACING % 4 FOR SPACING ar Q `'`� i% --- ... ..-•--- -- -•- .111 +'. v v .`+, a ! V Q ui d 1/4" ;` 1 1%4 o> I Oabmri to _ _ - -- - - .�. t - -a O y i `. 7 1 (4 LLI 0 M - - - - - - - - - - - - - ----------------- +r. ',t VF- r• l+t F I IL / Ln in Q J �03: LLJ i 4 < Z M Wv W --� W W Q EXTERIOR ,d a �I U 1BY ° 1BY a a 00 O.L. OPG. WOOD BUCKS a1 . WOOD BUCKS 4 4 v ? ro . V) o 3 O l WINDOW WIDTH I z ;Q•:• u L TYPICAL ANCHORS i ••• 3 • ••• • SEE ELEV. •• • u 0 •• •• FOR SPACING •••••• zqn g000 to ••••• to eggs: 1/4" MAX. • • • �/�•r •••• z >Q V• N•:•• SHIM ••:••: V) +�4 ao ei••• •• •• j 1)! • n • ••••• V7 iLL- :00:6: i 4 • Z >- Ln J••i• •� —"•jI P. METAL ••w vO TYPICAL ANCHORS �SRUCTURE e••• N II ••••: F.B.C. •® J90APPROVED MULLION SEE ELEV. � SEE SEPARATE APPROVAL FOR SPACING 18 7 w� I I � CO I EIL = __-_ - - - - - - CL Wl 1 IW I CO I { N 6 } -- ' > - -- N CI � 1 - — - TYPICAL ANCHORS Sealed 4-18-16r— SEE ELEV. FOR SPACING WINDOW WIDTH WINDOW WIDTH 1� No.7M2 Ate' drawing no. W1 6-20 FL #20352.1 i10H�A i� Nx (sheets of g EDGE DEST, 1 N 't _METAL F.B.C. APPROVED a o. EDGE DIST. STRUCTURE MULLION & MULLION ANCHORS Z ODD j a o .a N I D SEE SEPARATE APPROVAL p� D\ + Q. a EDGE DIST. tl z N 1 a_� A a -- -• I Q � � N CL I 0 L M 0' u1 • I � � � � /y Q � LL !A 10 \ N 10 \ v=i — 10 V urs > m M ALT. 0 a G a g 000 • TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS W z,N SEE ELEV.— SEE ELEV. SEE ELEV. m N-: o FOR SPACING FOR SPACING FOR SPACING j Z Q m QwMi r ' U � sd Z N ; m . i cn O O:4.•• • • �� • 0000 D � •• • 3••Z • „5j • •. • — • 000.00 O•: • 0 •••• •0•:•• z i-- a• • w �• •••• 0000•• 2: cn**WL' • • 0000Lj ,•W•is 0 �• ••• 0000•• z •�i • PO N• 0000 • • • a1• / •• •• un +Csl � a01 0000 1 4" MAX. 1 D '. •••••• m ce J n •• SHIMS • • • O I ;'- a • 10 ALT. • . . LLJ o. TYPICAL ANCHORS N0. ,•c**p SEE ELEV. I �C .-01a1 -I FOR SPACING 4E� i n 1 I I 41j1/4"cn I c p r 0 w p C7 4 O TYPICAL ANCHORS ° 4 10, SEE ELEV. 4 FOR SPACING 4 A O20 Y y 1 f 1 0 01 \ — ALT. F c 10 Sealed 4-18-16 --,r—, y ®;1'a4l3PdtJ!®,, o i' INSTALLATION DETAILS PITH FLUSH FRAME ADAPTER is 2 drawing no. W1 6-201 EDGE DIST. FL #20352.1 \:> SAL �` ..1011€ 101% sheet sof 8� 2.848 I 1.502-1 ITEM # PART # REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS �u 'o' r.090 I I 1 MG201 1 FRAME HEAD 6063-T6 - - - s 2 MG202 1 FRAME SILL 6063-T6 - OD - ---- a 1.876 874 TyP - 3 -- MG203 2 FRAME JAMB_--_-- _ - - - 6063-T6 - 0 1- M 0 Q .062 876 2 848 4 MG204 , FIXED MTG. RAIL 6063-T6 - �, W 7 m tI TYP. ! - - - - -- m o 090-11-- 5 MC205 1 VENT TOP RAIL 6063-T6 - - a 1.189 �! 1.189 6 -_MG205 - 1 VENT BOTTOM RAIL- - -- - - 6063-T6- _ --- - - - 0 W N ` U 2.910 7 MG207 2 VENT SIDE RAIL 6063-T6 8 MG208 AS ROD. GLAZING BEAD (5/16" GLASS) 6063-T6 - F:1 M t?i FRAME HEAD 2.407 �I - - - - 0 b in 8A MG209 AS ROD. GLAZING BEAD (7/16- GLASS) 6063-T6 d 4i d ` [--1.189-W -3.188 88 MG210 AS ROD. GLAZING BEAD (INSUL. LAM. GLASS)-- _ 6063-T6 - - -- f0`0 a m 0 �062 3j 9 - 2/VENT SASH STOP 6063-T6 _ - - Q' _p a FRAME JAMB - - - - 0 °� b Lr 10 MG212 -AS REQD. FLUSH FRAME ADAPTER _- - 6063-T6 = - 4Z C W !L 1.496 - -- - - W 12 SL203P 2/ VENT SWEEP LATCH ZAMAK SULLIVAN & ASSOC. O .094 2.844 .875 _._... ----- - ------ --- - -• ---- .1 2 M d � 12A #8 X 5/8" 2/ LATCH LATCH INST. SCREWS ST. STEEL OH SMS Q m mm 2.063 13 MG211 2/ VENT SPRING LOADED LATCH 6063-T6 ALTERNATE TO SWEEP LATCH r I .062 - - - --- - - - 1.188 TYP 13A - 2/ LATCH LATCH SPRING ST. STEEL - I 14 #10 X 1" AS REQD. FRAME & VENT ASSEMBLY SCREWS CRS PH SMS g Z j 715 16 - E202 AS REQD. GLAZING BEAD BULB NEOPRENE ULTRAFAB -_ - "+ 1.409 18 W73231 NK000B AS REQD. SIDE RAIL FIN SEAL W'STRIPPING - ULTRAFAB O i fo• • `r _ . • o• -.•••••• 4. FIX. MEETING RAIL l7'! VENT SIDE RAIL 19A MG221 2/ VENT VENT BOTTOM GUIDE--- - CELCON M&M PLASTICS '„' ,Z , ,• 1.403 198 MG222 2/ VENT VENT TOP GUIDE CELCON M&M PLASTICS 00000 0�•• v••••0• J- Z , X -"' 078 1.122 19.1 #6 X 5/8" 1/ GUIDE SASH GUIDE INST. SCREW CRS FH SMS TYPE B ����� =) w ; ; 20 SL-14A-044 2/VENT ULTRALIFT SPIRAL BALANCE- - - - - - - _ - CALDWELL -- -- 00000J+m"cp ..,• 20A #10 X 1-1/4- 1/ BALANCE BALANCE INST. SCREW - OH SMS TYPE B 0000• Z : r') N •0:0•0 1.625 f 07$ ,.421 22 - 1 5/16" BOX SCREEN - OPTIONAL •• •• v� 80 Oro ao 666496 • 2.406 985 + -23 - 2/JUTESETTING BLOCK AT 1/4 POINTS EPDM DUROMETER 80±5 SHORE A : p � �24 - I-FLOW WEEPER - PREFERRED ENGINEERING PRQDUCTrS `[ �'t'� to 1TYP. .029 - - - _. . --- - - - '.•0 N 0 J •.•.� am • •N•� G9 01i _•L`.1 -j 1.189 3; SPRING LOADED LATCH g 2 00 VENT TOP RAIL 3.072 i � I 062 TYP. nn0 3.353 �I T=:l 2.438 ayi 1.232 1.625 .062 Y Y N C d; 1.000 1.18s 090 I .500 y o i L6 VENT BOTTOM RAIL 2.848 C Sealed 4-18-16 0 FRAME SILL ,�`l191i;'oi�? T 1 Np AP 2.786-7 .583 .458 �4 � W05 !Y " i i .500 7815 .78� 1 - 050 65 .781 .050 .865 - 672 4 l� 062 IILL_ i ' °�� drflwing no Io-,.D96 I•Y1.096 *` 6-Zo X10 t°AJ $a' FL20352.1 %e IONA 1 rsheet 7 of 8 i �,J FLUSH FRAME ADAPTER GLAZING BEADS rrally� u'1 t p. 14 � CI� �. Z % J 0 N Q Z F { N d. a Qa of OI 1% 014 0 Lu j cq U � o 5. 8 �� vn' W� ir °a CA rim) 4n aca a az ° Q W � � a LLZN Q zW I=' U LnNa ' ,ZN `!1 to a g ro... .r 42 �, _ Osseo . . Z o • e,r • •••fes � • •• Of••• s FRAME TOP CORNER •••0•• 43 4 fees. 0000 10 •••• � ' VVA'lsl�� d I VENT TOP CORNER saes•Q ••:e•: Z 'F. • N I •• e••o •O N VV©cc � •f••• O • • I cn V- F, e e s •�S see.• • O • O CD J ••e•• 14 •• • N ••ep • z�� o' Env I 4 m I I g o a� o a • Sealed 4-18-16 r� VENT BOTTOM CORNER r l No. ' V J L� I I drawing no. 1 s � FRAME BOTTOM CORNER '� " FL X20352.1 '°°°`����,��,��;�i'` �*h-:-_-- - -� �tefo'tite�i ~seet $ of 8 , 74" } - (2) ADDL. ANCHORS WINDOW WIDTH SEE CHART 96" ON SHEET 4 (4) ANCHORS TYP. WINDOW WIDTH AT MTG. STILE ENDS 6" MAX. -• AT 4" O.C. FALSE MUNTINS (2) ADDL. ANCHORS HEAD/SILL q_ - SEE CHART--\ -�: a� J �6 / (SURFACE APPLIED) (4) ANCHORS � � . ON SHEET 4 N CORNERS �! t I�MAY BE USED 6" MAX. AT MTG. STILE ENDS w a ra I HEAD/SILL i`p ',, AT 4" O.C. FALSE MUNTINS a C c N °- - CORNERS g ' ' (SURFACE APPLIED) O p 0 0. o MAY BE USED 0 W N i Ej t0 ti C F D cro -m 0 7 d D G rI L d0 b Lu 0 d M _ ~ ` ! li NIn0 N z UD > co to 3 ~cm Z* M �� LL s a. _J m I V7 0 10) i - z I 43 3/8" 43 3/8" m a z I i i 32 3/8" -I 32 3/8" Q o t _ D.L. OPG. D. L. OPG. 6 oU D.L. OPG. D. L. OPG. to,�L) Of `� Ld / V37 ENT48 3/16" `1 ni"Q•I•"'co 3WIDTH VENT WIDTH •• •; O•� N N "D • •••• r7 • TYPICAL ELEVATIONS _ _ _ � g � a699666 89 3/4" TESTED UNITS THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE lM�A�fi�' J N 3 L` `r: •••: •••• a • •Z u. • WINDOW WIDTH SHUTTERS ARE NOT REQUIRED. _ •���••I �� M� •�� (4) ANCHORS SERIES MG-300 - M i 6" MAX. AT MTG. STILE ENDS •••••• C70•w•rte-•O • •••• HEAD/SILL /--. A - �AT 4" D.C. ALUMINUM HORIZONTAL SLIDING WINDOW eo CORNERS 6' DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER __ ��•�•� •• ! CHARTS SHOWN ON SHEETS 4 & 5. 1 A-THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER I •••••• ���� a� — - - ---- - - -- IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE:SPE;IM9 I • i PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D•• • ••••I Poo*0 APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZ. ROLLING WITH OTHER 8-CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND .•: • i _- - _ INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION i --_------ WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED i / E ON THIS DOCUMENT. F.B.C. APPROVED MULLIONS IN BETWEEN. I o I LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL c-THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IFI / `•� ALTERED BY ANY MEANS- v WILL APPLY TO ENTIRE SYSTEM. D-SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.)I ONi _ jI FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER10 to , w 2 a ! � m THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE j USE OF THE P.E.D. ENGINEER of RECORD, ACTING AS A DELEGATED: y O -- __ ______________ = M __.-___-__ _ REQUIREMENTS OF THE 2014 (5TH EDITION) FLORIDA BUILDING CODE ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE '� 3 f- 'I INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). I SPECIFIC DRAWINGS FOR REV EW. N C) z [] I E-THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF c Z tO tR i i W000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. - ° of ' i I i,• i' LOADS TO THE STRUCTURE. - ----- I' ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS `? 0 I FL #20359 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE \>�y1i 1 1 d P-SP j fP%� T I 1 B �: I NOT PART OF THIS APPROVAL. ��Q- �a 0 A6 ii;i J I A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. �'j ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. j`r N^..7 W2 I a II II I t X m MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT 32 3/8" 48 1/8- m 7 z COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE --� OPG. D G OPG a C) REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE. 1\^' '- ``' drawing no. D.L. U \\\ MANUFACTURER`S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION s�i^��•' -, e�•. � •� I Wl 6--26 37 3/16" IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE. —� VENT WIDTH LABELING TO COMPLY WITH SECTION 1710.8.2. ��P 9 f!d t i tom' sheet 0# 0, 111 7/8" OR WINDOW WIDTH w N I (4) ANCHORS 6" MAX. 7 "AT MTG. STILE ENDS z j HEAD/SILL q` - / AT 4" O.C. FALSE #UNTINS ,; W CORNERS '. g d - . I (SURFACE APPLIED) Z Z " �' a MAY BE USED F" w > m a --— -- - - - ----- o c 0 aN 4? j N X eC x _ 0 m i= to w I 0 a. a vi w 0 G. to fo o O OD Z N I ��I:=- W 0 Z.1 Z 'n 'a7 i t mZ H LL 0 W �. Q uw0 � � i F rs"1 >} _ z N N � •Z J Op mw 32 3/8" 32 3/8" 32 3/8" x d p In D.L. OPG. D.L. OPG, D.L. OPG. v z Iovri 37 3/16" 37 3/16" o w VENT WIDTH VENT WIDTH •••• • p •� •• 727 5/8" •••••• = is �� 'col • WINDOW WIDTH •••�•• • J of ••••: •••• - (4) ANCHORS • • `t -3 -, 6" MAX, AT MTG. STILE ENDS •'•• 0 �+i,� o • •••• •••••• i i A \ -- AT 4" Q.C. I SURFACE APPLIED •• •• pi J HEAD/SILL FALSE MUNTINS 6J w ••••• CORNERS �, M ) MAY BE USED •••••• oo m - I _ 17 t I • - - tom- - ,- • • � '• • ••••• I I 1 I ` t 19 (i I• / Xy _ w a II II 4 m Q� w VT too Z Pa ? •I I aI I• 0 1 L 0 -R= pl Seale. 18-16 ' \6 I �\Sj14+adjjl, to 0 1 it. r ` '�c,��a$�•''�� '>,.\ I O I \ F cn cr Y05 i \y I I S 32 3/8" 48 1/8- 32 3/8" 2c I- �� __ `W t , L:J,--j amel D.L. OPG. D.L. OPG. D.L. OPG, io U ('drawing no. 37 3/16" 37 3/16" iC�, ., 0� �� ��! VENT WIDTH VENT WIDTH TYPICAL ELEVATIONS \`'O q� ��� �Y�A� l 6-26 TESTED UNITS FL #20359 \�f�t��P Aid\ \ilei 'sheet of 10 i 1/8" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS `� to 090" Interioyer .090" Interlayer .090" Interloyer Butocite PVB Butocite PVB SentryGlos � By 'Kuroroy Americo, Inc.' By 'Kuraroy Americo, Inc.' By 'Kuroray Americo, Inc.' Z1-1 Ln UJ vq 1/8" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS ' �' ¢ W N Q 2 N 0. aF SILICONE a w SILICON£ w SILICONE , C M o z m DOW 795 z m DOW 795 z m4AT DOW 795 Q. in M 5 Ln 22 \ Co 0 22 / .l 0 1 Q ? tthti00. 04 C °ZEE zo29 AT 1/4 POINTS ON LITES w 29 AT 1/4 POINTS ON LITES 1/4 POINTS ON UTES KWIDER THAN 36" ONLY WIDER THAN 36" ONLY ER THAN 36" ONLY Q w of g F GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' __- 5/16" OVERALL LAM. GLASS 7/16" OVERALL LAM. GLASS 7/16" OVERALL LAM. GLASS .tel ti 00 Z N W 1 C a 1/8- TEMP. GLASS —1/8-/8" TEMP. GLASS 1/8" TEMP. GLASS 3 a V Z M 1/4" AIR SPACE 1/4" AIR SPACE 1/4" AIR SPACE z 3 J r--1/8- HEAT STREN'D. GLASS 3/15" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS o ; •�jj I j er .090" Interlayer .090" Interlayer .090" Interioyer r\i :40 120 Butocite PVB Butocite PVB SentryGlas •••• •O r7 N m ••�;' By 'Kuraray America, Inc.' By 'Kuraroy Aerica, Inc.' By 'Kurorcy Americo, Inc.' _ � -j w • r1/8" HEAT STREN'D. GLASS -'3/16" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS •••:•• I V7 ¢ • } •••••• d �� �•} e•••: •••• O ' •• W w t7 •••• o a o •••••• 1 • J " •i••• SILICONE w SILICONE w SILICONE z m DOW 795 z m DOW 795 z m DOW 795 •••••• I • ! U • � N � to � N :••:•s �.__,... _! _-_' •• 2200 �! • • e•••• `� l 1� / • • �•••••. I • I` r 5 • • '• I eel .• o j oe o 0 II AT 1/4 POINTS AT 1/4 POINTS AT 1/4 POINTS " w 29 ALL SIZES w 29 ALL SIZES w 29 ALL SIZES v GLASS TYPE 'Al' GLASS TYPE 'B1' GLASS TYPE 'Cl' }, - 11/16" OVERALL INSUL. LAM. GLASS 7/8" OVERALL INSUL. LAM. GLASS 7/8" OVERALL INSUL. LAM. GLASS j o GLAZING OPTIONS y ° c° j I Sealed 4-18-16 ``e�{iii 1391d�ds \ �o II I f 4" AIR SPACE CONSISTING OF: a� © i .r - I a 'DURASEAL' EDGE SEAL SYSTEM x BY 'QUANEX' � �"r 2-e IS _ R �` .7drowin g --no. 6-26 FL #20359 11111i11t1� sheet 3 oflal DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF ' �l ° (XO OR OX SIZES) (XO OR OX SIZES) (XO OR OX SIZES) (XO OR OX SIZES) N. GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES GIASS TYPES GLASS TYPES GLASS TYPES so' FRAME DIMS. A & 'Al' `B' & B] 'C' & CS FRAME DIMS. A & 'Al' 'B' & B] C' & CI• FRAME DIMS. B & B]' 1c, & 'C1 FRAME DIMS. 113, & 'B]' 'C' & 'C1' Z WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) WIQTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) O 1,- Z„ 01 Z 26-1/2" 80.0 80.0 80,0 80.0 90.0 140.0 24" 80.0 80.0 80.0 80.0 90.0 140.0 55-1/2" 80.0 80.0 90.0 140.0 54" 80.0_ 80.0 90.0 140.0 Z N `r 37" 80.0 80.0 0.0 80.0 90.0 140.0 36" $0.0 80.0 80.0 $a.a 9a.d 140.0 9-11/16 80.0 80.0 90.0 140,0_ 63" 80.0 80.0 90.0 140.0 Q a 53-1/8- 80.0 80.0 80.0 80.0 90.0 140.0 48" 80.0 80.0 80.0 80.0 90.0 140.0 83-1/4- 26 80.0 80.0 90.0 140.0 72" 24" 80.0 80.0 90.0 140.0 0 a M OV 63" 26" 80.0 80.0 80.0 84.0 90.0 140.0 60" 24" 80.0 80.0 80.0 80.0 90.0 140.0 94-1/4- 80.0 80.0 90.0 140.0 81. 80.0 80.0 90.0 -140_0. S }Nu 74" 80.0 80.0 80.0 80.0 90.0 140.0 72" 80.0 80.0 80.0 80.0 90.0 140.0 55-1/2" 80.0 80.0 90.0 140.0 90" 80.0 80.0 90.0 140.0 (� Wa C U. 84" 80.0 80.0 80.0 80.0 _90.0 140.0 84" 84.0 80.0 80.0_ 80.0 90.0 140.0 9-11/16" 38-3/8" _80'0 80.0 90.0 140.0 54" 80.0 80.0 90:0- 140.0 0 N 96" - - 80.0 80.0 90.0 140.0 96" --- 80.0 80.0 90.0 140.0 83-1/4" 80._0 80.0 90.0 14fl.0 b3" 80.0 80.0 90.0 140.0 j M ti� 26-1 2 _80.0 80.0 80.0 80.0 90.0 140.0 24" 80.0 80.0 80.0 80.0 90.0 140.0 94-1/4" 80.0 80.0 90.0 140.0 72" 36" 80.0 80.0 90.0 140.0 cr m 00 ' 0IL0Q .t p 37 80.0 80.0 80.0 80.0 90.0 140.0 36" 80.0 80.0 80.0 80.0 90.0 140.0 55-1/2- 80.0 80.0 90.0 140.0 81" 80.0 80.0 90.0 140.0 0 a 53-1/8" 80.0 80.0 80.0 80.0 90.0 140.0 48" 80.0 80.0 80.0 80.0 90.0 140.0 9-11/16' 80.0 80.0 90.0 140.0 90" 80.0 80.0 90.0 140.0 0) Z 0 t` v 50-5/8" 63" 3w LL 8-3/8 80.0 80.0 80.0 80.0 . 90.0 140.0 60" 36" 80.0 80.0 80.0 80.0 90.0 140.0 83-1/4" 80.0 80.0 90.0 140.0 54" 80.0 80.0 90.0 140.0 LL w0 902 74" 80.0 80.0 80.0 80.0 90.0 140.0 72" 80.0 80.0 80.0 80.0 90.0 140.0 94-1/4- 80.0 80.0 90.0 121.4 63" 80.0 80.0 90.0 140.0 004 j 84" 80.0--80_0 80.0- 80.0 90.0 140.0 84" 80.0 80:0 80.0 80.0 90.0 1-40.0 55-1/2" 80.0 80.0 90.0 140.0 72" 48" 80.0 80.0 90.0 140.0 Q In E H 96" - - 80.0 80.0 90.0 140.0 96" - - 80.0 80.0 90.0 140.0 9-11/16' 63" 80.0 80.0 90.0 111.5 81" 80.0 80.0 90.0 140.0 26-1/2" 80.0 80.0 80.0 80.0 90.0 140.0 24" 80.0 80.0 80.0 80.0 90.0 140.0 83-1/4" 1 80.0 80.0 90.0 97.5 90" 1 80.0 80.0 90.0 140.0 ^ t v tU 'n 3 37" 80.0 80.0 (:80.0 80.0 90.0 140.0 36" 80.0 80.0 80.0 80.0 90.0 140.0 55-1/2" 80.0 80.0 70.9 98.5 54" 80.0 80.0 90.0 140.0 Z w 74" - --•- - -- -- -i .�- as 53-1/8" 80.0 80.0 80.0 80.0 90.0 140.0 48" 80.0 80.0 80.0 80.0 90.0 140.0 9-11/16 80.0 80.0 62.2 86.4 63" 80.0 80.0 90.0 140.0 _ (n o 63" 50-5/8" _80.0 80.0 80.0 80.0 90.0 140.0 60" 48" 80.0 80.0 80.0 80.0 90.0 140.0 ! 72" 60" 80.0 80.0 90.0 140.0 o I O 74" 80.0 80.0 80.0 80.0 90.0 140.0 72" 80.0 80.0 80.0 80.0 90.0 140.0 81" 80.0 80.0 90.0 117.0 a Ln Z � 84" 80.0 80.0 80.0 80.0 90.0 138.7 84" 80.0 80.0 80.0 80.0 90.0 140.0 90" - - 90.0 102.4 z 96" - - 80.0 80.0 90.0 121.4 96" - - 80.0 80.0 90.0 128.0 54" 80.0 80.0 90.0 140.0 • O•.•�Iri 26-1/2" 80.0 80.0 80.0 .80.0- _90.0 140.0 24" 80.0 80.0 80.0 80.0 90.0 140.0 63" 80.0 80.0 80.6 1 ul% two L`• ••;• 37" 80.0 80.0 80.0 80.0 90.0 140.0 36" 80.0 80.0 80.0 80.0 90.0 140.0 72" 72" LO 80.0 80.0 69.4 •x•94 r.i:•�N •• 53-1/8 63" 80.0 80.0 80.0 80.0 90.0 140.0 48" 80.0 80.0 80.0 80.0 90.0 rl0.0 81" - - 61.9 •$3.9• O= -p � c•i • 63" 80.0 80.0 $0.0 80.0 90.0 140.0 fid" 60" 80.0 80.0 80.0 80.0 90.0 0.0 •••••• �'•0 G: J I •••7±- 80.6 80.0 80.0 80.0 90.0 126.5 72" 80.0 80.0 80.0 80.0 90.0 6.5 •••• J • .•••••• • w i•••84" 80.0 8a.0 8d.0 800 9d.0 111.5 84" 80.0 80.0 80.0 80.0 90.0 7.0 • . • "g� } �n 96" - - - - 90.0 97.5 96" - - - - 90.0 102.4 •••••• C) N -J • •• 26-1/2" - - 80.0 80.0 - - 24" - 80.0 80.0 - - ! t i • w g F•, ••�• 37" _-_ 80.0 80.0 - - 36" - _ - 80.0 80.0 - - i • • Ii -� • 53-1/8- 74" -- - 80.0 80.0 - 48" 72" _ - 80.0 80.0 - - �+ I •••• i - ___-s ••• 63" - - _80.0 80.0 - - 60" - - 80.0 _80.0 _ - - j •• • 74" - - - 80.0 80.0 - - 72" -- - - 80.0 80.0 84" - - - - _ 90.0 140.0 cn w 84" - - - - -- --- 50-5/8" ul 96" - - - - 90.0 140.0 y 96" Q. ul - - - - 90.0 140.0 o w OPERATING VENTS TO BE 1/4 TO 1/3 OF THE WINDOW WIDTH 74" - - - - 90.0 140.0 72" - - - - 90.0 140.0 0 I o { 84" 63" - - - - 90.0 132.7 c 84" b0" - - - - 9d.0 140.0 4f XO OR OX L t 96" - - - - 90.0 125.0 a 96" - - - - 90.0 128.0 3 � a ' I c _ O 'N (1/2W) I (1/2W) I `E c Sealed 4-18-16 r - r- to No.70S92 OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH NOTE: Ile 'XO OR OX' GLASS CAPACITIES ON THIS SHEET ARE ' i drowmg no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) 0�, •. AND FLORIDA BUILDING COMMISSION moo, ' e...° ' �` W1 6-26 DECLARATORY STATEMENT DCA05-DEC-219 FL #20359 'Q/ "OVAL �0191 P 1 9 y 1r Sheet 4 of'101 bESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF (XOX SIZES) (XOX SIZES) (XOX SIZES) (XOX SIZES) 4ft 04 N GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES ? I , . . FRAME DIMS. B' & Bl1c, & 'Ci FRAME DIMS. B' & Bl C & C1 FRAME DIMS. 'B' & 'B1' 'C' & 'Cl' FRAME DIMS. 'B' & 'B1' 'C' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) Z 4t 74" 80.0 80.0 90.0 140.0 72" 80.0 80.0 90.0 140.0 74" 80.0 80.0 90.0 140.0 72" 80.0 80.0 90.0 140.0 H W 106-1/4' 80.0 80.0 90.Q 140.0 84" 80.0 80.0 90.0 140.a i 106-1/4" 80.0 80.0 90.0 140.0 84" 80.0 80.0 90.0 140.0 Q 2 N I 26" _ O L O 111" 80.0 80.0 90.0 140.0 96" 24" 80.0 80.0 90.0 140.0 111" 26' 80.0 80.0 90.0 140.0 96" 24" 80.0 80.0 90.0 140.0 s Q 0 v 126" 80.0 80.0 90.0 140.0 108" 8_0.0 80.0 90.0 140.0126" 80.0 80.0 90.0 140.0 108" 80.0 80.0 90.0_ 140.0 d j tNV 74" 80.0 80.0 90.0 140.0 120" 80.0 80.0 90.0 140.0 74" 80.0 80.0 90.0 140.0 120" 80.0 80.0 90.0 140.0 Lpu 106-1/4" 80.0 80.0 90.0 140.0 72" 80.0 80.0 90.0 140.0 106-1/4" 38-3/$" 80.0 80.0 90.0_ 140.0 72" 80.0 80.0 90.0 140.0 C H ti 38-3/8" _ _ 111" 80.0 80.0 90.0 140.0 84" 80.0 80.0 90.0 140.0 111" 80.0 80.0 90.0 140.0 84" 80.0 _80.0 90.0 140.0 Q '"I 126" 80.0 80.0 90.0 140.0 96" 36" 80.0 80.0 90.0 140.0 126" 80.0 80.0 - - 96" 36" 80.0 80.0 90.0 140.0 cr 0 m 0 Q a a o ri 74" 80.0 80.0 90.0 140.0 108" 80.0 80.0 90.0 140.0 74" 80.0 80.0 90.0 140.0 108" 80.0 80.0 90.0 140.0 N 106-1/4- 50-5/8" 80.0 80.0 90.0 140.0 120" 80.0 80.0 90.0 140.0 106-1/4" 50-5/8" SQ" 80.0 _ - _- 120" 80.0 80.0 90.0 140.0 Z 0 111" 80.0 _80.0 90.0 140.0 72" 80.0 80.0 90.0 140.0 111" 80.0 80.0 - - 72" 80.0 80.0 90.0 140.0_ Q w n U V• Z 0 . v i 126" 80.0 80.0 90.0 138.7 84" - 126"80.0 90.0 140.0 126" 80.0 80.0 - - 84" 80.0 80.0 90.0 140.0 J 3 m E 74" 80.0 80.0 90.0 140.0 96' 48" 80.0 80.0 90.0 140.0 74" 80,0 80.0 90.0 140.0 96" 48" 80.0 80.0 - - W M rt 106-1/4" 63" 80.0 80.0 90.0 129.0 108" 80.0 80.0 90.0 140.0 106-1/4" 63" 80.0 80.0 - - 108" 80.0 80.0ti- i 11" 80.0 80.0 90.0 125.7 120" 80.0 80.0 90.0 140.0 i 111" 80.0 80.0 - - 120" 80.0 80.0 126" 80.0 80.0 - - 72" $0.0 80.0 90.0 140.0 74" 80.0 80.0 - - 72" 80.0 80.0 Z N , " - 74" - - 74" 80.0 80.0 - - 84 80.0 80.0 90.0 140.0 106-1/4' 80.0 sa.a -- - 84" 80.0 80.0 - - I oI 106-1/4" 74„ 80.0 $0.0 - - 96" 60" 80.0 80.0 90.0 140.0 96" 60" 80.0 80.0 f , 1 1 1" 80.0 80.0 - - 108" 80.0 80.0 90.0 136.5 108" 80.0 126" 80.0 80.0 - - 120" 80.0 80.0 _ _ I -80.0..-- _Z 0 120" 80.0 80.0 - - Zo 0 72" 80.0 80.0 - - �••r.40•• 72" 80.0 80.0 - - 84" 80.0 8a.0 _ . . . I pp' �j I-- X. 0000 84" 50.0 80.0 - - •• • rz•• � L- •• 96" 72" 80.0 80.0 - - 72" - ••• •• Ni w • ••i• 96" 80.0 80.0 - - _ •0000• 108" 80.0 80.0 - - 108" 80.0 80.0 - - O I ��'Ln �iPee*i 120" 80.0 80.0 - - 0000•• �••�•�� oI 0000 0000•• � � �� v• i••• •• • • �• •• .• � �- �• 0000 0000•• p �• W M •0 J v • • • �• •N 0LLJ • 0000 •0• �• 00 m F• • I� - - • 0000 (1/3W) j (1/31N) (1/3W) i •' ' ''"' • • I � I a e it a q CI OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 TO 1/3 OF THE WINDOW WIDTH XOX' I 'XOX, r c ° ° .y N 07, T Sealed_4-18-16 -� tit�l�rli�f�la,•, NOTE: GLASS CAPACITIES ON THIS SHEET ARE tdrown BASED ON ASTM E1300-09 (3 SEC. GUSTS) l: -, s .e ;3:j` ; 9 AND FLORIDA BUILDING COMMISSION �� 6-26 DECLARATORY STATEMENT DCA05-DEC-219 �`° � "' "e% FL #20359 \�., '��r AA��>� ;sh t 5 of 1p 1B TYPICAL ANCHORS w WOOD BUCK SEE ELEV. vV I FOR SPACING o „ ;, EDGE DIST. o � ~ 1 ..'�" METAL f----------�-��__-_'1 c� A a. a� I I F.B.C. APPROVED I I !I d 4 ° 4 a n d a+ ' a s n a y EDGE STRUCTURE 11 MULLION & MULLION ANCHORS Ij � a , . a ° 9 n N, DIST. 11 SEE SEPARATE APPROVAL I I Z 9D - _ o EDGE DIST. i I I obi - I n mo `, I I I �� z c�0.3 i I EDGE DIST. I •• a - - - �•--- - ---- -t L------,-1-r--------- `• W O' 17 ----- --- ----�J Q: O Cl ` p U J "- x I C W S m IL a N sn th V D m i O'°- m 0 Dac _ 9 �TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS 0� G I SEE ELEV. SEE ELEV. —SEE ELEV. G a ; FOR SPACING FOR SPACING FOR SPACING 0 Z O Ncl : �dWDLLo . . -- WOOD BUCKS AND METAL STRUCTURE NOT BY MR. GLASS '1 z M d • , d W os g I, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. = U 'n WEEPHOLES: TYPICAL ANCHORS: SEE ELEV. FOR SPACING ' z CO I (n o W1 = 1" X 1/4" WEEPHOLES AT 2-1/4" FROM EACH END\, 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) o C) W2 = 1-3/4" X 3/$" WEEPHOLES AT 5-1/2" FROM EACH INTO 2BY WOOD BUCKS OR WOOD STRUCTURES .z o END WITH PLASTIC BAFFLE 1-1/2" MIN- PENETRATION INTO WOOD (HEAD/SILL/JAMBS) : Z• ... I ' I ' 1 • • • 8 • ••:• O I SEALANTS• , THRU 18Y BUCKS INTO CONC. OR MASONRY ••• •• ��•� w. Um •• 4 _ 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) "';" ,�;' �'� to 1 00.0 w a 1._ ALL FRAME CORNERS FIXED MEETING RAIL TRACK INSERT •00.00 x a W `•` _ a- 1-1/4 MIN. EMBED INTO MASONRY (JAMBS) o ' p•cn N 1 ..•- W AT EACH END AND INSTALLATION SCREWS IN SILL SEALED 0•0•• =1�•e n �• • WITH ALUMINUM COLORED SEALANT. DIRECTLY INTO CONC. OR MASONRY ••••� ."•�•� c • ••. g j 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) ":"; �0•'�. OL` � + �••� 1-1/4" MIN. EMBED INTO MASONRY (JAMBS) ��•��• o ,'� w a' "" I . • . ISII o � � '- #14 $MS OR SELF DRILLING SCREWS (GRADE 2 CRS) i';� a 00.0 i ••• ' " INTO F. B.C. APPROVED MULLIONS 00 :2•0 • 0••i0 ( I, ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (NO SHIM SPACE) ' ' � INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. F ( y = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 19 I! s TYPICAL EDGE DISTANCE o i 13 _ I INTO CONCRETE AND MASONRY = 2-1/2" MIN. °' INTO WOOD STRUCTURE = 1" MIN. 14 15 16 INTO METAL STRUCTURE = 3/4" MIN. 2 I WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C m B 1 C-90 HOLLOW/FILLED BLOCK AT JAMBS fm 2000 PSI MIN. 28 > O —' — W1 � � '� r --,�-- 2s - b Sealed 9-18-16 007 w1 °° N I Z G 4° a a �'� -- �', ' �� a I . z EDGE DIST. !� I i o.9 2 _1 , u d I- ll'] c , 7 O O a 'd r n I ° \ N O t 9 p 0. 1 BY i� J�.m l f.✓ •W2 d a Y WOOD BUCK 'r r- .. ° TYPICAL ANCHORS v � g I droving no. da'•. A SEE ELEV. SEE ELEV.LANCHORS i •. I FOR SPACING EDGE DIST. v•• �� �Yl 6_26 FOR SPACING >j 4 FL #20359sheet of 1Q; l. VENT WIDTH lu 1/4" MAX. 4m 1/4" MAX. SHIM 25 " E SHIMS I A to co z F. TYPICAL 1QNCHORS 0 F �6 z D.L.O. 24 OPTIONAL TO SEE ELEV.. z SPRING LATCH FOR SPACING W 4 -1/4" cy 7 CIO — 1/,1 2 24A W cq r7 -- - =1 7 IL I, jr A cy 0 0 t4 ,b 0 000 27 X z-j W W La -r 0 LL ZOE a D .L. OPG LLI 0 1- Z M Lu EXTERIOR 1BY C. WOOD BUCKS WINDOW WIDTH 0 co In 17 77 Z C-4 TYPICAL ANCHORS XO LAYOUT SEE E FOR SPACING OX OPPOSITE 0 K VENT WIDTH '84! 90:6 1/4- MAX. to 0 SHIM lc 25 5 500 D 1/4' MAX. 06: \\—,i I • 8 SHIMS 01 0 :020 D.L.O. 24 OPTIONAL TO TYPICAL ANCHORS SEE ELEV. 0 see SPRING LATCH FOR SPACING • dr Poe** METAL >: 2- 0 0,900 LLJ 0, STRUCTURE C) -J — • Q4 0 0 24A0 **9 Li 1 1/4' ui J 4 7T Lu 0 0 V EL 1 BY a o a4 U) WOOD BUCKS 4 4 D.L. OPG. WINDOW WIDTH U) 'a TYPICAL ANCHORS SEE ELEV. XQX LAYOUT FOR SPACING Sealed 4-18-16 co 0- No. drawing no. W16--26 FL #20359 0 , ,sh-!of 10 EDGE DIST. `N 1' METAL F.B.C. APPROVED _ —_ EDGE DIST. STRUCTURE MULLION $C MULLION ANCHORS 3 SEE SEPARATE APPROVAL ' A t� ° Z a a a EDGE DIST. I.. C4 I eoev 0 40 0 6 i j a N X w �S s \ � :. s vc' wri ALT. cr 0 a p � � � y TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS N Q SEE ELEV. SEE ELEV. SEE ELEV. Q w j LL rn FOR SPACING FOR SPACING FOR SPACING Z W ..: 0 J zet0na W Q w 0) C3 ' Z co V) o h • • 3. •Q Lf) ••••:• •••• • (7 �Z • 0 •• zP • ••••• os • • •••••• Q q�w ••••• • • of (0 •••• •••••• O I v N• ••• 1/4° MAX. 1 •••••• _ •®•�• •••�• SHIMS �••�•� = v1 • ho •• 5 LL- ALT. Q !66je i ' • ••• C� � n ••••• TYPICAL ANCHORS •• •owo-j �- • . CV in SEE ELEV. I cg mi FOR SPACING a0 MLi 4 '. 4 T-- p I I I I i L41'�lL14- TYPICAL ANCHORS oLl cc o SEE ELEV. w • FOR SPACING o 4 ° w p ° u a N i I f'g`� C ; ,._.fl 9 t ALT. y o 5 Sealed 4-18-16 .L c I Ln ;�ISiJPi1J%�; fD i INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER or o N I' ,� • 'f tOi i i { Y drtiwing no. � EDGE DIST. �i •.fflD W1 6-26 FL #20359 �°I I I ��`'/ she 8 f p� 2.848ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS �� ' 1'189 LD 1 - M0203 - 1 FRAME HEAD - 6063-T6 _ _ N 2 MG301 1 FRAME SILL _ _ _ _ 6063-T6 - 621 3 MG302 1 SILL TRACK INSERT _ 6063-T67 2.313 1.496 4 MG303 AS READ. FRAME JAMB - -- 6063-T6 - -_- _ - - _- Z N a, 1.502 .062 5 MG212 AS READ. FLUSH FRAME ADAPTER _ 6063-T6 TYP. --. - -- - - - ----- - - a 0 3.188 R 062 6 MG204 1J VENT FIXED MTG. RAIL 6463-T6 - o O n P I 7 MG205 I/ VENT VENT INTERLOCK - - -- -_- 6063-T6 - _ - - - - - - - d d N �• 8 MG304 1/ VENT JAMB STILE 6063-T6 - ;: VENT TOP/BOTTOM RAIL 9- - MG207 2/ VENT TOP AND BOTTOM RAIL - - 6063-T6 - 0 V N a 2.406 10 MG208 AS REQD. GLAZING-BEAD (5_/16" GLASS) - - 6063-T6 F_L IOA MG209 AS READ. GLAZING BEAD (7/16" GLASS) 6063-T6 - cy � M o0 1.189 1.439 p b- -.. - - -- -- - >L 0_d e}' 062 10B MG210 AS REQD. GLAZING BEAD-(INSUL. LAM_GLASS) -- 6063-T6 p 0 at FRAME HEAD P. 7 13_ M_G_305 AS RTEQD. ADD-ON SILL RISER 6063-T6 - N V)j 0 to 14 MG321 4/ VENT ROLLER HOUSING & GUIDE CELCON - w.:) Iii ui 2.07615 MG322 2/ VENT ROLLER - - - - -- ____ ___ BRASS - --- -- - - �' Z p g o 1.189 16 - MG323 2/ VENT ROLLER PIN -- - -- - ST. STEEL - "� 2 M Q Lu ►- I 17 #10 X 1" AS REQD. FRAME/VENT ASSEMBLY SCREWS _ CRS PH SMS .- 18 #10 X 3-1/2" _ 2/ VENT FIX. RAIL SILL SCREWS (SILL END) CRS PH SMS_ 1.531 19 W222322 AS REQD. FIN SEAL W'STRIPPING - - ULTRAFAS Z N 22 E202 AS REQD. GLAZING BEAD BULB NEOPRENE ULTRAFAB J 06 .062 JAMB STILE 24 _S_L203P 2/ VENT SWEEP LATCH, AT 10-1/4" FROM EACH END ZAMAK SULLIVAN & ASSOC. TYP. O i�•i• 078 24A - 8 X 5/8" 2/ LATCH LATCH INST. SCREW ST. STEEL FH SMS -_ • 3 • ••• • 3.949 I 1-2.406- 25 MG211 2/ VENT SPRING LOADED LATCH 6063-T6 ALTERNATE TO SWEEP LATCH ••• Z • n •• 2.538 _ - - - - - _- - �•• ••••• 3.074 �-- 25A 1 f LATCH LATCH SPRING ST. STEEL ••••• J S • 1 26 2/ WDW. HI-FLOW WEEPER PREFERRED ENGINEERING PROdLTC�ts� • ••• _ to • 1.189 1.403 27 -__ - 1/ VENT 5/16--BOX SCREEN - OPTIONAL- --- - "So N •��,. (o ¢ • •• - 28 = AS READ. SILL INSERT, 2" LONG - - - 6063-T6 AT MTG. STILE LOCATION 0 0•• O : N ••••• 29 AS REOD. SETTING BLOCK AT 1/4 POINTS EPDM DUROMETER 80±5 SHORE A •• •• ISQ oat0 ••••• --411In- 0 • _ 2.848 1.531 • ¢ . to s0 ••••- 2j FRAME SILL ;z� VENT INTERLOCK �••�•• ' a Qp •�•�•' _� g I W Lu .062 2.844 .062 d660-I .528 V .500 II I .250 I� .188-�•I Imo- I 1.345 1.409 .0621.189 �. p TYP. !?3 ADD-ON SILL RISER I SILL TRACK .094 I c. I•=-1.969 �� I I I ' 2.786 I I F125 1 1.961 ; FIXED MTG. RAIL �- 1 5aa .672 1.000 0 I N T - 062 .062 I TYP. 3- v o r - 1.1 Sealed 4-18-16 ,--� 2.974 i FLUSH FRAME ADAPTER ` SILL INSERT 2.848 a°�i111sitr`rB.. w I' i .078 1.421 X1.583 458 o .985 ;an.105S2 78 - .050 .865 .781- .050 .865 .761 .050 .8651.000 1.029 876 t�1.096 I� 1.096 '�/ ' drpwing G FRAME JAMB 25 SPRING LOADED LATCH GLAZING BEADS FL #20359 ° - ���dB4111�%°'� isheet 17 N b Z N /' ai w Q �! � N O m O tV IL N � oLa L C � yti QU;� CmIr o a C O. Cd ` 0 ca NN0 O N W ? LL W Zy-- 0 i Q �`t Q Woad FRAME TOP CORNER � z LO VENT TOPEBOTTOM CORNER �'o'•• 0 • •••• •••• Oz . z* • OLO 04 17 •• •• cap 03 I ••••• • • 110, • 00 f • f M •• • v rn d ! C � ! O ry .N Sealed 4-18-16 FRAME BOTTOM CORNER Sea _..� I qr ic.72 ' drawing no. W1 6-26 FIXED MTG. RAIL CORNER FL #20359 hS eet 1Oof jp i