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EL-17-2517Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address P mit Parcel Number Permit NO. .EL-10-17-2 17 Permit Type: Electrical - Residential Work Classification: Addition/Alteration Permit Status: APPROVED Issue Date: 10/26/2 7 Expiration: 04/24/2018 Applicant 27 NE 94 Street Miami Shores, FL 33138-• 1132060130540 Block: Lot: PRESTIGE PROP INVESTMENT Owner Information Address Phone Cell PRESTIGE PROP INVESTMENT GRP 2933 SW 27 Terrace MIAMI FL 33133- (786)376-9160 Contractor(s) ELECTRICAL MASTERS INC Phone 305-265-7996 Cell Phone Valuation: Total Sq Feet: $ 4,000.00 0 • Type of Work: KITCHEN AND BATHROOM RENOVATION Additional Info: KITCHEN AND BATHROOM RENOVATION Classification: Residential Scanning: 1 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - Additions/Alterations Scanning Fee Technology Fee Total: Amount $2.40 $2.25 $2.00 $0.80 $150.00 $3.00 $3.20 $163.65 Pay Date Invoice # 10/23/2017 10/26/2017 Pay Type EL-10-17-65431 Cash $ 50.00 $ 113.65 Check #: 344 $ 113.65 $ 0.00 Amt Paid Amt Due Available Inspections: Inspection Type: Final Meter Box Alteration Relocation Fire Alarm Service Change Review Electrical W. W. Underground In sideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations perta ning thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In acce ting 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. October 26, 2017 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date October 26, 2017 1 BUILDING PERMIT APPL ATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 ❑ BUILDING ® ELECTRIC ROOFING FBC 20 Master Permit No. e 3 1� 3 U Sub Permit No. .& - 2 S 1- 0 REVISION EXTENSION Ei RENEWAL Ei PLUMBING ❑ MECHANICAL Ei PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP JOB ADDRESS: 2 k) L 1 q City: Folio/Parcel#: Occupancy Type: Miami Shores County: CONTRACTOR DRAWINGS Miami Dade Zip: 506 Is the Building Historically Designated: Yes NO Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): re, nO,4)a O 112 Address: 9 7 'VE 9 4 5Tre e r l City: lain; ',hore6 State: Tenant/Lessee Name: Email: CONTRACTOR: Company Name: -Pvt r 1 Address: p p 'jG-V 644_, / f City: State: Phone#: Phone#: Zip: 33 /38 Phone#: •365. •37G Zip: 5 J Qualifier Name: 'C/SY/$� f5 (j�"'sr-r Phone#: 6oS S a 7`! --7 dL�i State Certification or Registration #: CT-1? (J 0 / 3 el 7 Certificate of Competency #: fy 7& � 0 '-e_o 7 , DESIGNER: Architect/Engineer: Phone#: Address: / City: State: Zip: Value of Work for this Permit: $ ! '0°b. 0 0 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New / Repair/Replace ❑ Demolition Description of Work: / ' -f n cir1 p berA rda ✓Y) fe n rip() Specify color of colorthruttile: de!" °'1 , rizr,l ,n•l Submittal Fee Si a�rmit Eel Scanning Fee $ nok v1r', i ,n 1, f.11na clRadon Fee $ Technology Fee $ Training/Education Fee $ j St ) 4 in SOW, 3;inkr, +(:b �:' ��r,rr s S'► CCF $ ce,ee:0 1.)cl 0r:te'tO/CC $ vt'1'r< i;'_`1NTb': Sn,!),1j DBPR$?,;,avlatcNosri,nli:i;V,ApuNotaryi$ "" Double Fee $ Structural Reviews $ Bond $ (Revised02/24/2014) TOTAL FEE NOW DUE Bonding'Company's Name (if applicable) i Bonding Company's,Address • }City a.rC:ti State Zip ' $Y 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 reinspeciion fee will be charged. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this -�0 day of OcT Te-tna,uc/0 Taprc4- me or who has produced FL L. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: Garen 6GtreL i APP •.t�,pY PVe ,, AIREN SUAREZ 'r° Notary Public • State of Florida Commission #r GG 0 S55 -,,� a f` ��- ATrAi.*�`zptres;tor 15, 20 r*20 '"n'''''' Bonded through National Notary Assn. CONTRACTOR The foregoing instrument was acknowledged before me this , 20 i 7 , by r/C2O day of per , 20 /7 , by , who is personally known to ✓SVJG,CI D )?ClYI Agr personally known to me or who has produced rt. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: ***************** Plans Examiner I UM' eb ^.;,Pr P��., AIREN SUAREZ % Notary Public State of Florida • o Commission #r`GG 013555 Ili' lifti1!t* Alias*ii800,41b10 Bonded through National Notify Assn. Structural Review Zoning Clerk (Revised02/24/2014)' DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Sunshine Windows Manufacturing, Inc. 1745 W 33rd Place Hialeah, FL 33012 S COPE: 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 testineAdd the AHJ may immediately revoke, modify, or suspend the use of such product or materialthei:Wisdiction. • RER reserves the right to revoke this acceptance, if it is determined by Miami—Dadgcptrnty P?QiuitiControl • Section that this product or material fails to meet the requirements of the applicablabp lding code., This product is approved as described herein, and has been designed to comply with the Florida.BuildiCg•••; Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Clipped, Extruded Aluminum Tube Mullion — L.M.I. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy • S. • • . • S. •• •••• APPROVAL DOCUMENT: Drawing No.M2011, titled "Aluminum Tube Mulliou.L.M.I.," sheets 1 through 21 of 21, dated 02/11/13, with revision #1 dated 05-09-15, prepared by manuifaeturer,si4ntd and sealed by Francisco Hernandez, P.E., bearing the Miami -Dade County Product Cpntrpt jtevisien stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County N'odrict Cottt ei Section • •• MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • •• LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, 'and followed by the expiration date may be displayed in advertising literature. If -any porth ii 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'Offt;ial. This NOA revises NOA# 11-1216.02 and consists of this page 1 and evidence page E-1, as well as -approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI-DADE COUNTY APPROVED ley NOA No. 15-0528.21 Expiration Date: March 28, 2018 Approval Date: December 10, 2015 Page 1 • Sunshine Windows Manufacturing Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA# 11-121 6 02) 2. Drawing No M2011, Sheets 1 through 21 of 21, titled "Aluminum Tube Mullion L.M.I.", dated 02/11/13, with revision #1 dated 05-09-15, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum fixed.vuindows mulled together using different sizes of rectangular and rouncta1wrunum tube • • mullions, prepared by Fenestration Testing Laboratory, Inc. Test Report N•o.. : •. FTL-7067, dated 09/26/12, signed and sealed by Marlin D. Paiia444, P.E. 6. • (Submitted under previous NOA# 11-1216.02) •... •.... .... .... C. CALCULATIONS • •. • . . . •. . 1. Anchor verification calculations and structural analysis, c�cijppjying with.''BC St Edition (2014), dated 05/09/15, prepared, signed and sealed:byTi tncisGo Hemand��„„• P.E. • • . •. • •. .. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), dated May 18, 2015, issued, signed and sealed by Francisco Hernandez, P.E. 2. Statement letter of conformance, complying with the FBC-2010, and of no financial interest, dated February 23, 2013, signed and sealed by Francisco Hernandez, P.E. (Submitted under previous NOA# 11-1216.02) G. OTHERS 1. Notice of Acceptance No. 11-1216.02, issued to Sunshine Windows Manufacturing, Inc. for their Clipped, Extruded Aluminum Tube Mullion - L.M.I., approved on 03/28/13 and expiring on 03/28/18. Manu • .rez, P.E. Product Cont + xaminer NOA No. 15-0528.21 Expiration Date: March 28, 2018 Approval Date: December 10, 2015 E-1 .............. • io I.bD5' OR 0.250' THICKNESSGLAZING • OR 2 q1 9�' UNITINDEXOEDRAWINGSSEE NOTES 2 AND 4 GENERAL NOTES 1 OF 22 .- MULLION SECTIONS. GENERAL NOTES AND PROCEDURE MUWON SELECTION. MULLION SHAPES. CHOR CUPS AND ANCHOR CUPS LOCATION DETAILS. • 2 OF 21 - AN =4 3 OF 21 .- TABLE I 1. MULLION DESIGN LOADS (MULLION CAPACITY) FOR RECTANGULAR MUWONS. 4 OF 21 .- TABLE j 2. ANCHOR DESIGN LOADS (ANCHOR CAPACITY) FOR RECTANGULAR MULLIONS. 5 OF 21 .- TABLE j 3. ANCHOR DESIGN LOADS (ANCHOR CAPACITY) FOR RECTANGULAR MULLIONS. • • • • Sunshe WindowsFOROF M•OCIDng, Inc. j746 W. �r6 FIN. yypE• Florida Doll PA: (DO6)304-9952 F•r.(3p5)628-5116 ffff VERTICAL OR HORIZON I'AL RECTANGULAR B OF 21 .- TABLE / 4. MULLION AND ANCHOR DESIGN LOADS (MUWON MID ANCHOR CAPACITIES) • • MULLIONS FOR ROUND MULLIONS. • • • • • • TOY WJO BUCK. • • 7 OF 21 .- ANCHOR CONFIGURATION TYPE Al ON CONCRETE OR MASONR*WITH SEE MIIIIIOM DESIGN TOMS (MIA I ION CAPACITY) TAR F I 1 ON SHEET 3 OF 21 8 OF 21 .- ANCHOR CONFIGURATION TYPE Al ON WOODEN STRUCTURE OR S1SWOOD ALIGN. • • • • • SEE ANCHOR DESIGN I DADS (ANCHOR CAPACITY) TM9 OF 21 .- ANCHOR CONFIGURATION TYPE A2 ON CONCRETE OR MASONRY WITH 1BY WOOD BUCK • • • I FS I 2 AND 1 3 ON SHEETS 4 AND 5 OF 21 • IIC��II • AND ON WOODEN STRUCTURE OR 28Y WOOD BUCK. • • • • • • • • • 10 OF 21 .- ANCHOR CONFIGURATION TYPE Al ON CONCRETE OR MASONRY WITH tY WOOD BUCK AND ON WOODEN STRUCTURE OR 28Y WOOD BUCK. • I CI.AZING UNIT. SEE NOTES 2 AND 4 11 OF 21 .- ANCHOR CONFIGURATION TYPE A3 ON CONCRETE OR MASONRY WITH HILT WOOD BUCK I OF GENERAL NOTES 0 ,A AND ON WOODEN STRUCTURE OR 2BY WOOD BUCK FOR 2' X IT •L.�1•R • • • • 'll 3 1/2' OR 4' y. ALUM. TUBE 12 OF 21 .- ANCHOR CONFIGURATION TYPE Bl ON CONCRETE OR MRSONI•. • • • 0.082' OR 0.125' THICKNESS 13 OF 21 .- ANCHOR CONFIGURATION TYPE B2 AND B3 ON CONCRETE OR 1•Srl.'.• • • • • -VARIES 14 OF 21 .- ANCHOR CONFIGURATION TYPE B3 ON CONCRETE OR MASONRY. 4 90' TO 1B0' 15 OF 21 .- ANCHOR CONFIGURATION TYPE Cl ON YETAl C STRUCTURE • • • IB OF 21 .- ANCHOR CONFIGURATION TYPE C2 ON METALLIC STRUCTURE. • • • • • _ 17 OF 21 .- ANCHOR CONFIGURATION TYPE C3 ON METALLIC STRUCTURE.• • • • • • • • - - 18 Of 21 .- ANCHOR CONFIGURATIONS TYPE D2, 03 AND D4. MULLION TO MUWON CONNECTIONS. 19 OF 21 .- ROUND MULLIONS. TOP NEWS FOR ANCHOR CONFIGURATION%TV` 412.8§3, CR2 AND CR3. • --- 20 OF 21 ROUND MULLIONS. TOP MEWS FOR ANCHOR CONFIGURATON.YPE BId AN CR4. VERTICAL ROUND TURN MULLION 21 OF 21 ROUND MULLIONS. SIDE VIEWS FOR ANCHOR CONFIGURATION` TYPE BR2, N3, BRA, CR7• CR3 AN.CR4. 1•], • • • f��-��'• • • • • I CCq..p�C.]]]N8� • • • • • • • • • w I • 1 • 1 E I • 41 • • • • SEE MIX I ION DFSICN I OARS !MLA I ION PAPACIM ADD • • • • ANCHOR OFSICN IOAOS (ANCHOR CAPACIM TABLE j 4 ON SHEET 6 OF 21. • • • ••a• • • NOTES: PROCEDURE FOR MULLION SELECTION •• GENERA). • 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 7.- THE THICKNESS OF THE STEEL/ALUMINUM HOST STRUCTURE SHALL FLORIDA BUILDING CODE 5TH EDITION, 2014. BE NOT LESS THAN 1/8'. ALUMINUM SHALL BE 8063-T6 AND STEEL SHALL BE Fy. 38 kM MIN. 2.-MULLIONS SHALL BE USED ALONG WITH SEPARATE APPROVED GLAZING UNITS MEETING THE FLORIDA BUILDING CODE 51H EDITION 8.- TUBE MATERIAL SMALL BE ALUMINUM ALLOY BOB3-TB. (2014) REQUIREMENTS. USE GLAZING UNIT APPROVAL TO SPECIFY FASTENER SIZE AND SPACING. Q.- ALL ANCHORS INSTALLED IN THE STEEL/ALUMINUM HOST STRUCTURE SHALL RAVE I' MINIMUM TO 'THE EDGE OF. THE STRUCTURAL MEMBERS. 3.- TYPE OF ANCHORS: FOR ATTACHMENT TO CONCRETE OR GROUT FILLED BLOCK WITH 111I, 2BY OR WOODEN STRUCTURES 10.- W000 HOST STRUCTURE SHALL BE 'SOUTHERN YELLOW PINE' USE 1/4' DAM. ELCO ULTRACON CONCRETE AND MASONRY ANCHOR; G.0.55 OR GREATER DENSITY. FOR ATTACHMENT TO METAL STRUCTURES. OR METAL TO METAL ALL ANCHORS INSTALLED IN WOOD SHALL HAVE 1' MINIMUM TO THE 1. DETERMINE THE WIND LOAD INPSF ACING ON THE MULUON PER THE FLORIDA BUILDING CODE 5TH EDITION, 2014. USE ALLOWABLE STRESS DESIGN LOAD FACTOR OF 0.6 FOR WIND LOAD CALCULATED BASED UPON ULTIMATE DESIGN WIND SPEED. 2. USE MULLION DESIGN LOAD (MULLION CAPACITY) TABLES I 1 AND I 4 ON ON SHEETS 3 AND 6 OF 21 TO DETERMINE THE MULLION SECTION REQUIRED TO MEET THE DESIGN PRESSURE. 3. USE TABLES j 2, j 3 AND j 4 ON SHEETS 4, 5 AND 8 OF 21 TO DETERMINE THE TYPE OF CONNECTION BETWEEN THE MULLION AND THE STRUCTURE TO MEET THE DESIGN LOAD (MUL ON CAPACITY). FE E ' r gg i EE ix B CONNECTIONS USE I/4' DIAN. HILT) KYAK FLEX SELF DRILLING SCREW. EDGE OF THE STRUCTURAL MEMBERS WITH 1 3/B' MIN. EMBEDMENT. 4.- ME DESIGN PRESSURES SHOWN ON THE CHARTS ARE BASED ON ON OATTACHED ZING UNITS 11: CONCRETE STRENGTH: Fc.3,000 psi MIN., CMU PER ASTM C90, TUBE STRENGTH ONLY. NO SHOWN ME CONSIDERED. GROUT FILLED CMU Ins- 2,000 pal MIN. ALL ANCHORS INSTALLED IN CONCRETE SHALL HAVE 2 1/2' MINIMUM 4. HIGHLIGHT MULLION AND ANCHOR SELECTED OPTIONS AND CORRESPONDING TABLE VALUES OBTAINED IN A SPECIFIC APPUOATON WHEN USING THIS NOA TO APPLY FOR A PERMIT. n I a 8 5._ FOR DETAILS OF ATTACHMENT BETWEEN MULLIONS AND STRUCTURES EDGE DIST. TO THE STRUCTURAL MEMBERS WITH 1 3/4' NW. EMBEDMENT. (EXCLUDING STUCCO, FOAM, BRICK ANS OTHER WALL FINISHES). - REFER TO SHEETS 7 THROUGH 21 OF 11115 PRODUCT APPROVAL J 6.- WOOD BUCKS BY OTHER SHALL BE PROPERLY ATTACHED TO 12.- INTERIMS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIAL. SHALL BE SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO PROTECTED IN ACCORDANCE WITH TIE FLORIDA BUILDING CODE 5TH EDITION. MULLION INSTALLATION. 2D14. PRODUCT REVISED so. •cwegyinlwith .6Florida ,���/,/ AlIOP l Wdn (ryOrJiS ZI .`� / Acceplanc•No DRAWING No. MZO1 reiln DON /PIS - I r-I DATE 02-11-13 NTS 11y SCALE: 13•60P FRANCISCO HERNANDEZ FLORIDA PE ri 51393 SHEET 1 OF 21 ROUND MULLIONS CROSS SECTIONS • RECTANGULAR MILLIONS - CROSS SECTIONS ANCHOR CLIPS CROSS SECTIONS 0.082 0.125 I 1.750 0.125 0.125 • 0.125 -jam 0.125 '11^_.. 4 WO it 1(1 0.125 0.750 _ 4000 00.125 0.12525 I'�fLL 0.094-�' 0.09 ® 2.000 2.250 '. 3.000 liV J.000_T1 .4 2.250 Sunshine Windows - - 1�"1�J 0 125 1. 25 I 5.000 0.125 0750 Manufacturing, Inc. 2.000 2.000 968 0125 a.9I18% 1,9821 IT92 500 2.000 1745 W. 3Jr4 Plows _ 0.09! i 10.125 V1 CLIP V2 CLIP 2" X 2• X 1/8• ANGLE CUP 2• x 5' X 1/8" ANGLE CLIP U CUP M.A. 11o1NY 33012 PA: (305)364-9952 _ 4.000 1 GOO TONAL TIP 0.500 AAA 6063-15 AL606]-�5• Eaa:(J08)828-3110 3.500 ALLOY: 6063-T5 ALLOY: 6063-15 ALLOY: 6063-T5 ALLOY: • 3 1/2" ROUND MULL ALLOY; 8083-T5 !• ROUND MULL ALLOY: eoes-Te 1" x r x 1/e• 1.000 I" x z• x 1/e• ANCHOR • • • • • • CLIPS LOCATION DETAINS • • • • • • • • • • • 1 • 4 4 4 A 1`X 1• X Tx 1/6" 4• X 1/6" 1`XTx 1/6• 1• X 4" X 1/8' / 1 1 • ••••• • • • • • • ALLOY: 6063-T6 ALLOY: 6083-16 / -_ _ --- -- • • �- • • ...ALLOY: 0.125 0.125 • • •••• ••••• •••• 1 _ 0.250 DEWI 1 DETAIL 2 DETAIL 3 DET 4 • • (_) • • 1 4043 FILLER WELD CONIIN. WELD I 4.000 4.000 V CLIPS L C IPS V CLIPS • • L CU HORIZONTAL POSMON HORIZONTAL POSITION VERTICAL POSfT.FI• • • VERTICAL SI • ON SUBSTRATES . ON SUBSTRATES ON SUBSTRATES ON SUBSTRA� • • • • • • • • • • • 9 \IM• 9 TOP VIEW -- _ • • • • • • • • • • • • • • ROUND MULUON ANCHOR SLEEVE 1 000 ALLOY: 6063-T5 1" X 4' X 1/4" 2.000 2" X 4" X 1/8• 1. F __ IILIL't'� • • • _ N • • • 1 • B • _ • • 1 ALLOY: 6061-TB 2' X 6` % I/6•• • • C - - ALLOY: 6063-T6 i 4043 FILLER ALLOT J 6 DETAIL 7 DEAIL 8 CONTIN. WELD 0.250 - DETAIL 5DETAIL L CUPS V CLIPS L CUPS u In' 2.000 - _ I - 0.250 V CUPS HORIZONTAL POSITION HORIZONTAL P051TION VERTICAL POSITION VERTICAL POSITION MULLION TO MUWON MULLION TO MUWON MULLION TO MULLION MULLION TO MUWON � 0.125 5.000 SECTION 1-I I yY2y ROUND MULLION ANCHOR SLEEVE {' g cc ALLOY: 6063-T5 - ROUND MULLLION SLEEVES 2.00o i all MULLION DIMENSIONS TYPE A B C 2' X 6" X 1/4" DETAIL 9 DETAIL 10 DETAIL 11 U CUPS U CUPS ROUND MULLION SLEEVE i 3 I/2"Q) 5.500' 3.250" 0.125• ALLOY: 6063-T6 HORIZONTAL POSITION VERTICAL POSITION VERTICAL POSITION �$ ON SUBSTRATES PRODUCT/,/ 0BwicldmFlaH69 DRAWING No. M2011 a"� e.000• 3.6m• ones• MUWON TO MULUON MULUON TO MULLION 1 B7Mu16Cede 15.pgI&J ir �, NOTES: - FOR ROUND MULLION AND ANCHOR MULLION SHAPES, ANCHOR CLIPS A2I• anE )(a s:'ta"Is- RATE D2-11-13 SCALE: NTS DESIGN LOADS SEE MEET 6 OF 21. - FOR CONFIGURATIONS OF ROUND ANCHORS OY AND ANCHOR CLIPS LOCATION DETAILS NH 1 FRANCISCO HERNANDEZ FLORIDA PE / 51393 SHEET 2 OF 21 SEE SHEETS 19. 20 AND 21 OF 21. ss: MULLION DESIGN LOADS (MULLION CAPACITY). FOR RECTANGULAR MULLIONS TABLE # I 110.1024 DESCH LOAD - FSF MULLION DESIGN LOAD - PSF NUMMI 0E51GN LOAD - PSF DIMENSIONS MULLION MULLION 11111504 IJULUON DIMENSIONS LILIWON 4IUWON LIUWON MULUON 051ENSIO140 • MUUXIN WIOTH (14) SP 1' X 2. 1' X 31' X 4. 1. X 4' X 1/11- X IX X 1/8. X 1/4' wunti (w) X 4' 2" X 4' 2' X 6' 2' X 6' 'PM X 1/4' X 1/8' X 1/8' X 1/4' MOIR (90 SPAN 2. X 6' x 2' X 6' X 1/4' 27' 37' 48' 56' xe or 3o• 128,5 140.0 140.0 140.0 93.75 1417.0 140.0 140.0 72.25 140.0 140.0 140.0 57.80 119.9 140.0 140.0 27' 37. 48' so* 52.55 109.0 140.0 140.0 16/15 97.25 140.0 140.0 66' 74. 43.35 90.00 140.0 140.0 80 84 140.0 115.4 140.0 140.0 112.8 84.20 140.0 140.0 27" 37' 87.00 64.90 140.0 1160 59.55 51.90 112.5 140.0 48' 00 63.25 47.20 102.3 140.0 66' 56.40 42.1E1 91.25 140.0 74' 52.15 38.90 84.40 140.0 se 120' 122.6 140.0 89.45 140.0 68.90 126.6 55.15 101.3 50.15 92.10 44.70 82.15 41.35 78.00 27' 37' 45' tie 66' 74' so' 51' 57.45 140.0 110.0 140.0 2r 41.90 113.7 140.0 140.0 37' 32.30 87.65 140.0 140.0 48' 70.10 112.8 140.0 60' 63.75 102.5 140.0 66' 56.85 91.45 140.0 74. 52.60 84.60 140.0 ao' 90 125.7 77.30 140.0 140.0 91.70 56.40 140.0 140.0 27' 37' 70.70 43.45 121.6 140.0 421. 56.55 34.75 9E1.00 140.0 ea' 51.40 31.60 89.15 140.0 66' 45.85 28.20 79.50 140.0 74. 12.40 73.55 135.1 ao' 126' 111.2 140.0 61.15 140.0 62.65 114.9 50.00 91.90 45.45 63.50 40.55 74.50 37.50 68.90 27' 37' 48' 86' 74' ao' 58' 111.9 140.0 140.0 81.65 140.0 140.0 27' 37' • 6295 109.0 140.0 48' 50.35 87.20 140,0 ao' 45.75 79.25 140.0 se 40.80 70.70 138.3 37.75 65.40 128.0 74' 80' oe 103.5 64.45 140.0 140.0 27' 75.55 47.00 139.7 140.0 37' 5E125 38.25 107.7 140.0 48 46.60 29.00 86.20 140.0 80 4235 78.35 140.0 88' 27' 37' 60' 66' 74' ae se 87.30 140.0 140.0 2r 63.70 119.8 140.0 37' 49.10 92.40 140.0 46' 39.30 73.90 140.0 35.70 6720 1315 68' 31.85 59.90 117.3 74' 29.45 55.40 106.4 80. 102' 37.75 35.00 86.35 5420 6990 84.65 140.0 128.4 118.7 140.0 74 so' 1M' 101.3 140.0 7190 1358 57.00 104.7 45.60 83.75 41.50 76.15 35.90 67.90 34.20 62.80 27' 63.00 39.60 123.8 140.0 37' 48.55 30.50 95.45 140.0 18' 38.85 75.35 140.0 80 35.30 69.40 127.5 65" 31.50 61.90 113.7 74' 29.10 57.25 105.2 so' 1310 92.70 140.0 67.65 124.2 52.15 95.80 41.70 76.60 37.90 69.25 33.80 62.10 31.25 57.45 27' 37' 48' so' se' 74' ao' 75 51.75 111.0 140.0 2r 37.75 81.80 140.0 37' 29.10 62.40 1221 48' 49.90 97.70 60' 45.40 88.85 66' 10.50 79.25 74' - 37.45 73,10 the 72.70 46.10 140.0 140.0 27" 53.00 36.65 110.4 140.0 37' 40.90 85.10 140.0 48' 32.70 68.10 125.1 so' 29.75 61.90 113.7 66' 55.20 101.4 74' - - 51.00 93.80 ao' 144' 85.10 140.0 62.10 114.1 4795 81.90 3830 7035 34.60 6350 31.00 57.00 28.70 52.70 -FICRIZONTAL RECTANGULAR GOON, MUWON PRODUCT 00 GLAZING PRCOUCT ...-VERRCAL RECTANGULAR 9502044 GIVING* PROGI1CT 91 • • 48 AAA OA • • I TRIBUTARY W11,1114PMiz• • • • • 12220101-1111L521• • • • • • • • • • • • • • • • • • •416 • GLAZING PROOUCi • • • ...-0145111CAL KCMG. • • Wr • • GlA.71 PRODUCT • • • • • 16 • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • WI • • ds • • • • • • • • matirassr max (4) - 112 VERTICAL MULLION NOTES: 1.- INTERPOLATE FOR INTERMEDIATE VALUES OF SPAN AND/OR TRIBUTARY WIDTH TO DETERMINE THE DESIGN LOAD (MULLION CAPACITY). 2.- MULLIONS ON THIS CHART MAY BE ORIENTED VERTICALLY AND/OR HORIZONTALLY. 3.- SEE MULLION CROSS SECTIONS ON SHEET 2 OF 21. 146V1S5 PRODUCT xx complying with be P104/80 13414916 05414 54.w0Avocpt6066 NO `," g ent Ind DOI FRANCISCO HERNANDEZ FLORIDA PE # 51393 • • • • • • • • • • 4 • • • • • • • ID • • • D • • • II 81 SHEET 3 OF 21 FOR ANCHOR CUPS - SEE DETPJLS ANCHOR DESIGN LOADS (ANCIIOR CAPACITY) • ANCHOR DETAILS 1 MD 2 ON SHEET 2 OF 21 ...........ff' MULLIONS CROSS REFERENCE TABLE :...''.,:':',..:i..:':. '.......,,:''......., FOR RECI'ANGULAR FOR N0210R CUPS TABLE # 2 (RECTANGULAR MULLIONS) SEE CETAII-S 1 MD 1 HORIZONTAL .,......),.42,,):::). :::::?,. L.P..7:•Z ON SHEET 2 or 21 RECTMCULAR roZ Sunshine Windows ANCHOR DESIGN LOAD - PSF CONFIGURAIONS LOCATED ON MULLION 5690930401 890I04Tin A ANCHOR TYPE 9 ANCHOR TIPE C PPICHOR TM 0 Al SHEETS 7 NO 8 OF 21 FOR NICIOR CUPS SEE DUALS S. LII 'Ili Manufac(uring, Inc. W. 33.6 Paco C ONS1CURAlIONS CON 6CLIPATIONS CONFIGURATIONS CONRURA110115 C A2 SHEET 9 Of 21 5, 6, 7, 8, 9 AND 10 1745 HNI•oh. Florida 53012 win VD SPM Al 42 Al 61 92 63 CI C2 C3 D2 03 DI A3 SHEDS 10 MI) 11 Cf 21 ON SHEET 2 OF 21 VERDCALI, P. (506)504-9962 Fax)(300)628-6118 27' 72.26 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 BI SHEET 12 OF 21 RECTANG • 3r 5273 105.46 140.0 140.0 140.0 140.0 122.10 140.0 140.0 12215 140.0 140.0 02 SHEET 13 OF 21 FOR MCHOR CUPS MULLION CIAZ 210 411* 40.65 81.29 121.94 116.1 140.0 1400 94,15 140.0 140.0 04.15 140.0 140.0 83 SHEE1 13 AND 14 OF 21 SEE DETAILS 3 ANO 4 PROOUCT 1-.) • 60' 39' 32.52 65.03 97.55 94.50 140.0 140.0 75.32 140.0 140.0 75.32 112.98 140.0 Cl SHEET 15 OF 21 ON SHEET OF 1 • • • • • • 29.56 59.12 88.68 65.90 140.0 140.0 66,48 136.95 140.0 68.48 102.71 136.95 C:=3L'IA • 41/ • or 74' 26.37 52.73 79.111 76.60 140.0 140.0 61.07 inn 140.0 81.07 91.61 12215 C2 03 SHEET 18 OF 21 5102117 OF 21 '804, 0141 • • 1664-1" SPAN • z 20 24.39 48.78 73.16 70.85 140.0 140.0 58.49 112.98 140.0 56.49 64.74 112.98 02 %LET 18 Of 21 0# 31' • • er 55.26 110.52 140.0 1400 140.0 140.0 128.00 140.0 140.0 128.00 140.0 140.0 03 Mill 18 Of 21 ORIMUDAD WIDTH (W) 11_404 s s • 2 • s • 1-.. 40.32 80.65 120.97 117.2 140.0 140.0 93.41 140.0 140.0 93.41 140.0 140.0 54 SHEET 18 OF 21 • • • foRzogrAL kniwou • • • • g • • • • 48. 31.08 62.16 93.25 90.35 140.0 140.0 72.00 140.0 140.0 7200 108.00 140.0 043 • • 80' 51' 24.87 49.73 74.60 72.25 140.0 140.0 57.60 115,20 140.0 57.60 86.40 115.20 FOR ANCHOR CUPS. • • • SEE DETAILS • • • • • • • 41 • 86. 22.81 45.21 67.82 65.70 131.4 140.0 52.36 104.73 140.0 52.36 78.55 104.73 DESCRIPTION OF 3 AND 4 • • • • • • E1 74' 20.16 40.32 60.48 58.60 117.2 140.0 46.70 93.41 140.0 46.70 70.05 93.41 ANCIIORS PER TYPE ON SHEET 2 Cf 21 • • • , • ...-4-YERTICAL • ea' 18.65 37.30 55.95 54.20 108.4 140.0 43.20 85.40 129.60 4120 64.80 85.40 ANCHOR • • • • 0057A010. MULUON 111 05 • 27' 48.59 97.16 140.0 140.0 140.0 140.0 112.55 140.0 140.0 112.55 140.0 140.0 lYPE DESC1PTION OF ATTACHMENT • • • i • 37' 35.46 70.91 106.37 103.0 140.0 140.0 82.13 14021 140.0 5213 123.20 140.0 K TROUGH I' BY WOOD BUCK 1410 CONCRETE. ILMONRI OR 11030 SUBSTRATE FOR ANCHOR CLIPS SEE OEMS • pm, PRIOUCT 4itTclp • • 48' 27.33 54.68 81.99 79.45 140.0 140.0 6131 126.62 140.0 83.31 94.97 128.62 B ORO CONCRETE SUBS7M1E 3 4 ON NM ON SHEET 2 OF 2? • • $ 0000 • • 00' 58' 21.88 43.73 65.59 63.55 127.1 140.0 50,65 101.30 140.0 50.65 75.97 101.30 METAL SUBSUME • • • • • • 61 • I 66' 18.88 39.75 59.63 57.75 1155 140.0 46.04 92.09 138.13 46.04 69.07 92.09 C INTO INTO METAL SUBSTRATE (NUIBEIN 70 MULLION) • 74' 17.73 35.46 53.18 51.50 1010 139.1 41.07 82.13 123.20 41.07 61.60 82.13 D WI W2 • • REVISION 5 REVISION IN COLIPLOACE WITH 51}I EDMON (2014) 80' 16.40 32.80 49.20 47.65 95.30 12117 37.49 75.97 113.96 37.99 56.98 75.97 TRIBUTARY WIDTH (6) ., IVI 4 W2 2 27' 44.73 89.48 134.20 130.0 140.0 24200 103.62 140.0 140.0 103.62 140.0 140.0 NOTES: 37. 32.64 65.28 97.93 94.85 140.0 140.0 75.61 140.0 140.0 75.61 113.42 140.0 1.- INTERPOLATE FOR INTERMEDIATE VALUES YERIICALJELMI 48' 25.16 50.32 75.49 73.10 140.0 140.0 5829 116.57 140.0 5829 87.43 116.57 OF SPAN AND/OR TRIBUTARY WIDTH TO 60' 63' 20.13 40.26 80.39 5150 117.0 140.0 46.63 93.28 139.89 46.63 69.94 93.26 DETERMINE THE DESIGN LOAD (ANCHOR CAPACITY). 115' 18.30 36.60 54.90 53.10 106.3 140.0 42.39 84.78 127.17 42.39 63.58 84.78 2.- MULLIONS ON THIS CHART MAY BE 74" 18.32 32.84 48.98 47.40 94.115 128.1 37.81 75.81 113.42 37.81 56.71 75.61 ORIENTED VERTICALLY AND/OR HORIZONTALLY. elf 15.10 30.19 45.29 43.85 87.75 118.4 34.07 69.94 104.91 34.97 52.46 69.94 27. 37.56 75.15 112.73 109.2 140.0 140.0 87.04 140.0 140.0 87.04 130.58 140.0 3.- SEE MULIJON CROSS SECTIONS ON SHEET 2 OF 21. I 37' 27.42 54.84 82.26 79.70 140.0 140.0 63.52 127.03 140.0 63.52 95.27 127.03 48. 21.14 42.27 63.41 61.40 122.8 140.0 48.96 97.92 140.0 48.96 73.44 97.92 4.- SEE ANCHOR CLIPS CROSS SECTIONS AND LOCATIONS A 5 60' 75' 16.91 33.82 50.73 49.10 08.30 132.7 39.17 78.34 117.50 39.17 58.75 78.34 DETAILS ON SHEET 2 OF 21. 68' 1557 30.74 46.11 44.65 89.35 120.6 35.61 71.21 100.82 35.61 53.41 71.21 REVISED IlifiNt DRAWING No. 74" 1171 27.42 41.13 39.85 79.70 107.6 31.78 63.52 95.27 31.76 47.64 83.52 PRODUCT 1 ipp M2011 BD" 12.68 25.38 38.04 3685 73.70 99.50 29.38 5825 64513 29.38 44.06 5075 °A;lciltpint:to':C:t.No23•Fk64.24 1,1 DATE: 02-11-13 gOle. St- I I-1 SCALE: NTS nYlon >fide Pro CAA FRANCISCO HERNANDEZ FLORIDA PE 0 51393 SHEET 4 OF 21 • • • . • •. • • • • • • • • • • • ••• •• • • • • • • • • I. • • ... • • • • • • • • • • • •• • • • • • • •..• • •. • . • • .•• e • • � • • • • • •••.• • • • • • • • -• FOR ANCHOR CUPS ANCHOR DESIGN LOADS (ANCHOR CAPACITY) ANCHOR DETAILS s ANo2aON ON SHEET 2 OF 21 FOR RECTANGU AR MULLIONS CROSS REFF.RENCF. TABLE ' TABLE N 3 ' (RECTANGULAR MULLIONS) RR AO10R CUPS SEE MINIS ANCHOR DESIGN LOAD - PSF CONFIGURATIONS LOCATED ON 1 AND 2 ON SHEET 2 OF 21 HORIZONTAL RECTANGUUR t5A2941 - . Sunshine Windows ANCHOR DESIGN LOAD - PSF ANCHOR YIMUON PRODUCT ll0nU)Oclullllg, Inc. O0BN50N5 ANCHOR TYPE A ANCHOR TYPE 8 ANCHOR TWO C OOENSg16 ANCHOR TrPE A ANC OR TOE B AMMER TYPE C AI SOW 7 AND 5 CF 21 FOR ANCHOR CUPS COWOORA1016 CONFIGURATIONS ONINCUN1ON5 CONFIGURATIONS CONIOURATONS CONFIWRABONS A2 Sal 9 OF 21 SEE DETNIj 5, 6, 7, 8, 9, AND 70 1745 W. 33rd Place NbHeh 50,148 33012 WIDNI (!1) SPIN A2 Al 62 93 C2 C3 WIN (W) SPAN A2 AT 62 93 CT 03 63 SHEETS 10 AND 11 OF 21 ON SHEET 2 OF 21 P6: (305)364-0952 46.97 70A5 136.5 140.0 I08.80 140.0 ..�_yERUVA Fox:(305)826-5118 27. 67.10 100.65 140.0 140.0 140.0 140.0 27' 61 SHEET ID OF 21 RECTINGUtAR 31' 4895 73.45 140.0 140.0 113.42 140.0 37' 34.27 51.41 99.60 134.5 79.39 119.09 62CHOR SHEET 13 OF 21 /pILTSW U 46' ' 37.74 56.61 109.7 140.0 87.43 131.14 48' 26.42 26.42 39.63 76.50 103.6 81.20 91.50 93 SHEET 13 AND 14 OF 21 FOR DETO CI1P9 SEE DELVES GIAZRG PRODUCT GLUING PRODUCT 60' N, 30.19 45.29 87.75 115.4 69.94 104.91 60' 21.14 31.70 61.40 82.90 48.95 73.44 CI 9OET 15 OF 21 3 AND 4 ON SHEET 2 OF 21 66' 27.45 41.17 79.75 107.7 6158 95.38 66' 19.21 28.82 55.85 75.40 44.51 66.78 Cx SHEET 16 OF 21 rl 74' 24.48 36.72 71.15 96.05 5171 55.07 74' 17.14 25.71 49.80 67.25 39.70 59.55 CO SHEET 17 OF 21 1A8WH SPAN _ '4 71• 22.65 33.97 65.50 nnes 52w 78.69 74' 15.65 23.78 46.00 62.20 36.72 55.08 02 SHEET 18 OF 21 O 27' 62.63 93.94 140.0 140.0 140.0 140.0 17' 44.73 67.10 130.0 140.0 103.62 140.0 O3 SHEET 18 OF 21 TRIBUTARY WADI (W) - W7 4 W2 .0 r.a 37' 45.70 6855 1329 1409 105.56 140.0 37' 32.64 48.96 94.55 128.1 75.61 113.42 D4 SHEET 2 4a40' 35.23 52.84 102.4 135.2 81.60 122.40 48• 25.16 37.74 73.10 9870 58.29 87.43 HDBIZONULULU MON W w' 90' 2815 4137 81.90 110.5 65.25 97.92 60' 118' 20.13 70.10 5850 79.00 48.81 69.04 FOR NOJIOR UPS 68' 25.82 38.43 74.45 100.5, 59.15 89.01 66' 16.30 27.45 53.15 71.80 42.39 63.58 DESCRIPTION OF SEES N15 A 22.85 34.27 66.40 59.65 5293 79.39 74' 1132 24.48. 47.40 64.00 37.51 56.71 ANCHORS PER TYPE ON SHEET 2 OF 21 I- 74' 21.14 31.70 61.44 62.90 4896 73.44 74' 15.10 22.65 43.85 59.20 34.97 52.46 ANCHOR NF120CA RECTAIG. '1 % 27• 58.71 88.07 140.0 140.0 136.00 140.0 27' 42.70 64.05 114.1 1409 95.91 140.0 TYPE OESCIPTION OF ATTACHWENF MULLION 1 3Y 42.84 64.26 1245 140.0 99.24 140.0 37' 31.16 46.74 90.55 122.1 7218 108.27 A TROUGH 1' BY W000 RIM CONCRETE, R FOR ANCHOR CLIPSDAZING "n PRODUCT 3 MrOr33.03 4954 96.00 129.6 76.50 114.75 45• 24.02 36.03 8995 94.25 55.64 83.45 8 M MASOfuIY M000 $UTSTPA[. NO CONCRETE SLHSTIWE SEE 1 AND 4 4 r 60' 26.42 39.83 7680 103.6 61.20 91.80 60' 132' 19.21 28,52 55.85 75.40 44.51 66.76 91TO IETA SIBSTRAIE ON SHEET 2 OF 21 \ 86' 24.02 36.03 69.80 94.25 55.64 53.45 56' 17.47 26.20 50.75 88.55 40A6 60.69 C O MO META SUBSIRAE (MUION m RUUON) rWA 715 21.42 32.13 62.25 84.05 49.52 74.43 74' .1558 23.37 45.25 51.10 3809 54.13 W1 W2 REVISION 5 REVISION IN COMPLUNCE WITH FBC 5Ti EDRION (2014) 74' 19.81 29.72 57.60 77.75 45.90 61E85 74• 14.41 11.82 41.85 58,55 33.38 50.07 TRIBUTARY WIDTH (W) : WI + W2 TRIBUTARY 2Y 55.26 8289 /40.0 140.0 125.00 1400 27• 40.84 61.26 118.7 140.0 94.61 140.0 NOTES: 37' 40.31 60.413 117.2 140.0 93.41 140.0 37' 29.50 44.71 86.60 116,9 69.04 101.58 1.- INTERPOLATE FOR INTERMEDIATE VALUES 5FSnF_v ULLUM 48' 31.08 46.62 90.35 121.9 72.00 108.00 46' 22.97 34.46 66.75 90.10 53.22 79.53 OF SPAN AND/OR TRIBUTARY WIDTH TO or60' 24.87 JI.m 71.25 57.55 57.60 8840 60' Ix 1538 27.57 53.40 72.10 12.57 63.88 ' DETERMINE THE DESIGN LOAD (ANCHOR CAPACITY). 66' 2251 3.3.91 65.70 m.]o 52.36 7555 66• 1e.71 nos 48.55 sass 3e.70 58.06 2.- MULLIONS ON THIS CHART MAY BE 74' 20.16 30.24 55.60 79.10 46.70 70.05 74' 14.90 22.35 4330 58.45 34.52 51.78 ORIENTED VERTICALLY AND/OR HORIZONTALLY. 74' 18.65 2797 54.20 7115 4320 64.60 74• 13.78 20.68 43200 54.00 31.93 47.90 27' 52.19 7818 140.0 140.0 120.89 140.0 27' 39.14 58.71 113.7 140.0 90.67 138.00 3.- SEE MULLION CROSS SECTIONS ON SHEET 2 OF 21. 37' 38,08 57.12 110.7 I40.8 88.11 13252 37' 28.58 42.81 8100 112.0 5816 9924 i 1 22.02 31.03 64.00 88.40 51.00 76.50 4.- SEE ANCHOR CLIPS CROSS SECTIONS AND LOCATIONS 48' 29.36 • 44.03 5.30 115.2 68.00 102.60 4E' 144' ON SHEET 2 OF 21. 60' 1os 23.48 35.23 68.25 92.15 51.40 81.80 60' 17.61 26.42 51.20 69.10 40.80 61.20 DETAILS 88' 21.35 3202 8205 83.75 19.45 74.18 16' 1801 24.02 16.55 62.80 37.09 55.64 PRODUCT NEVISEU ,.:�// DRAWING No. 71• 19.04 28.56 55.35 74.70 44.11 68.15 71• H.28 21.42 41.50 .58.00 33.08 49.62 os cemphins with .e H1-186 1 ` Cod. '' M20) g 74• 17.61 28.42 51.20 69.10 40.80 61.20 74' 13.21 19.52 38.40 ' 51.80 30.50 4590 9150p800004ng .O5p8.21 N9IS QP* S- T DATE: 02-11-13 He 1xi9n Deese S-T He mhos SCALE: NTS m 6•P 1 FRANCISCO HERNANDEZ FLORIDA PE % 51393 SHEET 5 OF 21 •.•• • • • •• • • • • • • • ••• • • • • . • • S. •• • •••• •••• • • • •••. • • • • • S. . . . . gm••• •• • • • • • • • • . • • . • • • • • •' • •' • • • • • • •• MULLION AND ANCHOR DESIGN LOADS (MULLION AND ANCHOR CAPACITIES) FOR ROUND MULLIONS TABLE #4 ANCHOR DETAILS ._........ ............:.. MULLION DESIGN LO) - PSF ANCHOR DESIGN LOAD - PSF CROSS REFERENCE. TABLE A ANCHOR CUPS Sunshine Windows DIMENSIONS 110WOI1 168110N ANCHOR TYPE 8 ANCHOR TYPE C FOR (ROUND MULLIONS) SEE DETNL 11 ON SHEET 2 OF 21 _9 Manufacturing, Inc. 3 1/2'0 1'0 CONFIGURATIONS CONFIGURATIONS VERICAL- 17 45 W. JY6 Pbu W1U1H �) SPAN % 0.082' % 0.125' BR2 BR3 6R4 CR2 CR3 CR4 CONI1GURAo0NS TOP NEW LOCATED ON SECTION LOCATED ON ROUND NULDON d woman, Ebd90 swu P. (3os)Je4-99sx 27' 140.0 140.0 140.0 IRO 140.0 140.00 140.00 140.00 BPI WET 19 OF 21 SHEET 21 OF 21 Fo,(305)4126-5116 or 118.9 140.0 140.0 140.0 140.0 122.15 140.00 140.00 eR3 SHEET 19 a 21 SHEET 21 a 21 EaP cups GLAZING PRODUCT GVSIHO PROOUcr 48' 90.10 140A 118.1 140.0 113.2 94.15 140.00 140.00 - BR4 SHEET 20 OF 21 SHEET 21 a 21 SEE DETAI a11 SEE DEEM ON sHEEr22, 39• 90.55 112.98 140.00 092 STET 19 OF 21 SHEET 21 OF 21 -I \ a 60' 72.10 140.0 94.50 127.6 75.32 YrT 68' 65.55 129.0 65.90 116.0 . 8235 6848 102.71 13615 CR3 SHEET 19 OF 21 SHEET 21 a 21 WI W2 a 74' 58.45 115.0 76.60 1034 73,45 61.07 91.61 , 122.15 CR4 SEEM 20 OF 21 SHEET 21 OF 21 80' 54.00 1064 70.85 95.70 6790 56.49 84.74 112.98 TRIBUTARY WIDTH (W) - W1 + W7 2 0 27' 93.70 140.0 140.0 140.0 140.0 128.00 140.00 140.00VERTICAL N I LION 31- 68.35 134.5 1172 140.0 1123 93.41 140.00 140.00 DESCRIPTION OF 48 52,70 103.7 90.35 121.9 8655 72.00 108.00 140.00 ANCHORS PER TYPE 64� 110' 51• 42.15 82.90 72.25 9755 69.25 57.60 86.40 115.20 (ROUND MULLIONS) 66' 38.30 7540 65.70 88.70 62.95 52.36 78.55 104.73 . ANCHOR TYPE DESC1P110N OF ATTACHMENT 74' - 67.25 58.60 79.10 56.15 46.70 70.05 93.41 9110 NNCRCIE 5085TRAE �. 6220 5{.20 73.15 51.85 13.20 64.80 86./0 9 C MO 1[lA SUBfiTRA1E 27' 72.40 140.0 140.0 140.0 135.3 112.55 14090 140.00 37• 52.85 104.0 1030 139.1 98.75 82.13 123.20 140.00 NOTES: 48' 40.75 80.15 79.45 1071 76.10 63.31 94.97 126.82 1.- INTERPOLATE FOR INTERMEDIATE VALUES 60' 32.60 54.15 6155 85.60 6090 50.65 75.97 101.30 OF SPAN AND/OR TRIBUTARY WIDTH TO 66' _ 5630 57.75 78.00 55.15 46.04 6997 92.09 DETERMINE DESIGN LOAD (MULLION AND ANCHOR CAPACITIES). REVISION REVISION IN COUPLIANCE WITH I EBC STN EDRION (2014) 74' - 52.00 51.50 69.55 49.35 41.07 61.60 82.13 2.- SEE DETAILS OF ROUND MULLIONS ON Bo' - 48.10 47.65 64.35 45.55 37.99 56.98 75.97 • SHEETS 19, 20 AND 21 OF 21. 27' 61.25 120.E 1309 140.0 124.6 103.62 140.00 140.00 3.- ROUND MULLIONS SHALL BE ORIENTED VERTICALLY ONLY. 37' 44.70 88.15 94.85 128.1 90.90 75.61 113.42 140.00 2 OF 21. 48' 34.I5 67.90 73.10 98.70 70.10 58.29 87.43 116.57 4.- SEE MULLION CROSS SECTIONS ON SHEET 60' _ 63 54.35 58.50 78.95 56.05 46.63 69.94 93.26 5.- SEE ANCHOR SLEEVE DETAILS, SECTIONS AND 66' - 49.40 53.15 71.60 50.95 42.39 63.58 84.78 LOCATIONS ON SHEET 2 OF 21. 74' - 44.00 4740 64.00 45.45 37.81 ' 56.71 75.61 2 60• - 40.75 4185 59.25 42.05 34.97 52.48 89.94 I 27' 36.31 81.65 109.2 140.0 1046 87.04 130.58 140.00 g o 37' - 59.55 79.70 107.6 76.35 63.52 95.27 127.03 48' - 45.90 6L40 82.90 56.85 48.98 73.44 97.92 PRODUCT with be Fiends , : DRAWING No. %n20 1 1 Bp• 75' - 36.70 49.15 66.35 47.10 39.0 58.75 76.34 m complying REVISED MINdic Cade 15,T !IL 1 �/ 66' - 33,40 44.65 60.30 42.80 35.61 5341 71.21 ec� Q. .5b8& S (�^ RATE 02-II-13 74' - - 39.85 53.80 38.15 31.76 47.64 63.52 Dy SCALE: NTS 80' - - 36.85 49.75 15.30 29.38 44.06 56.75 ede Pr I M FLORIDA COE PE # 51393 SHEET 6 OF 21 • • • • • •• . •••• • • • • • • • • •. .. • . • • • • • • .•. • • • • • . . S. •... . • •... • •• • • • . • •. • • • . • .. . • • • • • • • • • • • • •• ANCHOR CONFIGURATION TYPE Al FOR 1" X 2' OR 1" X 3' MULLIONS NUMBER OF ANCHORS PER LEG - (1) ULTRACON ANCHORS ( WITH V1 MULLION CLIP SUBSTRATE: 1" BY, WOOD BUCK FASTENED TO GROUT FILLED BLOCK 7 B 2" OR 3' CL V1 MUWON CUP —ALUMINUM Vl MULLION CLIP 1 5/B" INT. LENGTH FOR SUf10(1ITR Windows ^ I- ALUM. 1` X 2" % 1/8' MULLION. MOIIU(OOfunll8, Inc. \N--�_ 2 5/8' INT LENGTH FOR 215 W. }5N Place 11012 ALUM. VI MULLION CLIP I 1"BY WOOD BUCKS BY OTHERS • I I 1" X 3' X 1/8" MULLION. PPt,Hlo: (�iosuw 3232 raa:(205)o2dans II, I SHALL BE PROPERLY ANCHORED LOADS TO THE STRUCTURE AND I I 1 Mililiffiliffi�I :TO TRANSFER ',SHALL BE APPROVED BY BUILDING OFFICIAL Ir II- b `A ALUM. TUBE MULLION-'rni I PRIOR TO MUWON INSTALLATION II 1' BY WOOD BUCKS BY OTHERS ' ALUM. TUBE MULLION m,"{ I1 II II II 1 2' MA%. { I a M 1 1`- SHALL BE PROPERLY ANCHORED �TO TRANSFER LOADS TO THE STRUCTURE AND OFFICIAL DN . .l 1" X 2" X 1/8' __J_I___ 'F � P OR 0 MULL WSTALIAT ONC 1" X 3" X 1/8" I ��-- n T ALUMINUM TUBE MULLII p II . ,, p p II p° TOP VIEW ° II 4 II 5 p II •• D. n 5 p ° p , d II ° 1 4 ELCO ULTRACON ANCHOR U— / " THROUGH 1' BY WOOD BUCK ED. —1- 1 3/4" MIN. EMBEDMENT INTO U U 1/4" ELCO ULTRACON ANCHOR THROUGH 1' BY WOOD BUCK 1 3/4" MIN. EMBEDMENT INTO I 3" CONCRETE/MASONRY 2 I/2" MIN. CONCRETE/MASONRY MIN. (1) PER LEG (1) PER lEG NOTE: ANCHOR CONFIGURATION TYPE Al AS SHOWN IS VALID FOR MULLIONS 1" X 2' X 1/8" AND 1' X 3' X 1/8". SIDE VIEW A SIDE VIEW B FOR ANCHOR DESIGN LOADS SEE TABLE % 2 ON SHEET 4 OF 21. ANCHOR CONFIGURATION TYPE Al }}}}}} 2' OR 3" — 2" X 4' X 1/8" ALUM. ANGLE ( FOR 1" X 2" OR 1" X 3" MULLIONS NUMBER OF ANCHORS PER ANGLE _ (1) ULTRACON ANCHORS WITH 2' X 2" X 1/8" ANGLES SUBSTRATE: 1" BY WOOD BUCK FASTENED TO GROUT FILLED BLOCK 7 /g 5/8 1 5/8'INT. LENGTH FOR 1' X 2" X 1/8" MUWON. 2 5/8' INT LENGTH FOR 1" X 3' X 1/8" MULLION. #14 HILTI KIRIN FLEX B 1' 2" X 2" X 1/8" #14 HILO KM FLEX ANGLE "➢ 3 SELF DRILLING SCREW CL (2) EA ANGLE { (' ALUM. SELF DRIWNG SCREW BY OTHERS FA. ANGLE Q 1 1" BY WOOD BUCKS BY OTHERS w 2" X 1 8' - {J,14 • \ III 1` BY WOOD BUCKS (2) SHALL BE PROPERLY ANCHORED II \ IIII 1 SHALL BE PROPERLY ANCHORED TO TRANSFER LOADS TO THE STRUCTURE ANDALUM. 2` X / ANGLE 1 ALUM. 1118E MU TO TRANSFER LOADS TO THE STRUCTURE AND SHALL BE APPRD BY BUILDING 1/2' MAX. {{ SHALL BE APPROVED BY BUILDING OFFICIAL#14 ' HILTI KWIK JII] IAL PRIOR TO MULLION INSTALLATION 1- PRIOR TO MUWON INSTALLATIONSELF A — DRILLING 2 EA ANGLED. II • •p p �!�. ale 1/4" ELCO ULTRACON ANCHOR E ALUM. TUBE MUWON 1' X 2' X 1/8" ^v II II THROUGH 1" BY WOOD BUCK I E.D. 1 3/4' MIN. EMBEDMENT INTO 12 1" X 3' X I/B' ar $ 'lib. p' 2 1/2' MIN. CONCRETE/MASONRY i p n •4 II LF--1/4" ELCO ULTRACON ANCHOR (1) PER ANGLE A g U., THROUGH 1' BY WOOD BUCK SIDE VIEW B TOP VIEW 3" 1 3/4' MIN. EMBEDMEW INTO 1V CONCRETE/MASONRY DRAWING Ho. MIN. 1 PER ANGLE REVISED -�i () PRODUCT plying wl4 di, Hod& UdiOP Code 15-oe 21 , SIDE VIEW A Amos., No �in M2011 DATE: 02-11-13 �p, E pinlinDak An'TS (ate CONFIGURATION TYPE Al AS SHOWN IS VAUD FOR SCALE: TUTS NOTE: ANCHOR MULLIONS 1' X 2' X 1/8' AND 1" X 3" X I/8'. Dy FRANCISCO HERNANDEZ FOR ANCHOR DESIGN LOADS SEE TABLE % 2 ON SHEET 4 OF 21. I. uw ucI FLORIDA PE # 513H3 SHEET 7 OF 21 • . • • • • • • • • • • • • • • • • • • • • • . • • • • • • • • • • • • • • • • • • • • • • • • • • • . • • • • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ALUM. VI MULLION CUP A ALUM. TUBE MULLION 1" x 2" x 1/8' 1" x 3" x 1/8" 13 -CL TOP VIEW ANCHOR CONFIGURATION TYPE Al FOR 1" X 2" OR 1" X 3" MULLIONS NUMBER OF ANCHORS PER LEG = (1) ULTRACON ANCHORS IN WOOD WITH VI MULLION CLIP SUBSTRATE: 2" BY WOOD BUCK OR WOODEN STRUCTURE 1' ALUM. TUBE MULLION -ALUM. VI MULLION CUP 2" OR 3' 2" BY WOOD BUCK OR WOODEN STRUCTURE BY OTHERS. SHALL BE PROPERLY ANCHORED TO WITHSTAND LOADS IMPOSED BY GLAZING PRODUCTS TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION 1/2' MAX NOTE: ANCHOR CONFIGURATION TYPE Al AS SHOWN IS VAUD FOR MULLIONS I" X 2" X 1/8" AND 1" X 3" X 1/8" FOR ANCHOR DESIGN LOADS SEE TABLE 2 ON SHEET 4 OF 21. I 3" I' MIN. SIDE VIEW A 1/4" ELCO ULTRACON ANCHOR 1 3/8" MIN. EMBEDMENT INTO WOOD (1) PER LEG a — ALUMINUM VI MULLION CUP 1 5/8" INT. LENGTH FOR I" X 2" X 1/8" MULLION. 2 5/13. INT. LENGTH FOR 1" X 3" X 1/8' MULLION. E.D. I' MIN. SIDE VIEW B 2" BY WOOD BUCK OR WOODEN STRUCTURE BY OTHERS. SHALL BE PROPERLY ANCHORED TO WITHSTAND LOADS IMPOSED BY GLAZING PRODUCTS TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MUWON INSTALLATION 1/4" ELCO ULTRACON ANCHOR 1 3/8' MN. EMBEDMENT INTO WOOD (1) PER LEG 114 HILT] KWIK FLEX SELF DRILLING SCREW (2) a ANGLE 2" X 2X 1/U.— ALUM. ANGLE )1, A ALUM. TUBE MULLION 1" x 2" x 1/8' 1" x 3" x 1/8" ANCHOR CONFIGURATION TYPE Al FOR 1" X 2" OR 1" X 3" MULLIONS NUMBER OF ANCHORS PER ANGLE = (1) ULTRACON ANCHORS IN WOOD WITH 2" X 2" 1/8" ANGLES SUBSTRATE: 2" BY WOOD BUCK OR WOODEN STRUCTURE 13 TOP VIEW ALUM. TUBE MULLION 114 HILTI KWIK FLEX SELF DRILLING SCREW (2) EA. ANGLE 2" X 2" X 1/8" 114 HILTI KWIK FLEX ALUM. ANGLE SELF DRIWNG SCREW 2" BY WOOD BUCK OR WOODEN (2) EA. ANGLE STRUCTURE BY OTHERS. SHALL BE PROPERLY ANCHORED 1/2" MAX TO WITHSTAND LOADS IMPOSED BY GLAZING PRODUCTS TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION NOTE. ANCHOR CONFIGURATION TYPE Al AS SHOWN IS VAUD FOR MULLIONS 1" X 2" X 1/8' AND 1" X 3" X 1/8". FOR ANCHOR DESIGN LOADS SEE TABLE I 2 ON SHEET 4 OF 21, 3' MIN. SIDE VIEW A ELCO ULTRACON ANCHOR 1 3/8" MIN. EMBEDMENT INTO WOOD (1) PER ANGLE 2" OR 3" 5/8" 5/8 C) I 1" MIN. SIDE VIEW B — 2' X 4" X 1/8' ALUM. ANGLE 1 5/8" INT. LENGTH FOR 1" X 2" X 1/8" MULLION. 2 5/8' INT. LENGTH FOR 1" X 3" X 1/8" MUWON. - 2" BY WOOD BUCK OR WOODEN STRUCTURE BY OTHERS SHALL BE PROPERLY ANCHORED TO WITHSTAND LOADS IMPOSED BY GLAZING PRODUCTS TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION. —1/4' RCA ULTRACON ANCHOR I 3/8" MIN. EMBEDMENT INTO WOOD (1) PER ANGLE ..tOOUCT REVISIM ganplyin. with Ow Fludde doilding Code 1-0522,•ei ...emplane No Dare VAS FRANCISCO HERNANDEZ FLORIDA PE / 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 3.1rd Pince World. MOIR Ph: 005).3.1.1-9952 fax:(305)8213-5115 6 8 DRAWING No. M2011 DATE: 02-11-13 SCALE: NTS SHEET 8 OF 21 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 4, • • • • • • • • • • • • • • • . • ANCHOR CONFIGURATION TYPE A2 FOR 1. X 4" OR 2" X 4" MULLIONS NUMBER OF ANCHORS PER ANGLE = (2) ULTRACON ANCHORS TO GROUT FILLED BLOCK ...'...v7.1,.: B WITH 2" X 5" X 1/8" ALUM. ANGLES SUBSTRATE: 1" BY WOOD BUCK FASTENED —2' X 5' X I/8' ALUM. ANGLE - i.:...''''::4:•: ..:•.4.11W.. ( ' 2" X 5. X 1/8" ALUMANGLE — — /14 HILTI KWIK FLEX /14 HILTI KWIK FLEX 4' 5/84 5/8 3 5/8LENGTH FOR INT. 4' X 1" X 1/8" MULIJON P'•:.1-:7T: - "..f...;.!.i. I 1" OR ' I _t_t! SELF DRIWNG SCREW SELF DRILLING SCREW 3 3/8" INT. LENGTH FOR 4" X l' X 1/4' MULLION Sunshine Windows ALUM. TUBE MULIJON t* x 4" x 14" 2' x 4" x 1/8" 14 ALUM. TUBE MULLION 1' x 4" x 1/8' 1 . X 4' x 1/4" (2) EA. ANGLE (2) EA. ANGLE 2" X 5' X 1/8" 61.08. MOLE . ' 433- '-'- 1 . 0 3 5/8' INT. LENGTH FOR 4" X 2' X 1/8' MUWON BY WOOD BUCKS BY TONERS Manufacturing, Inc. 171.5 W. 3. Place N.M. flohla 3.3012 Ph: (105)354-0152 Rat:(305)828-5118 A 6 2' x 4x 1/8' I/2" MAX. l' ..-- MUST BE PROPERLY ANCHORED TO TRANSFER LOADS TO THE STRUCTURE ALUMINUM TUBE MULLION 1,. -T ----. 1 i _ ... 'I 011. 9 N • 4 • II • ° 11 '.,... N 1-1/4" ELOO ULTRACON ANCHOR l' WOOD BUCKS BY OTHERS. BY SHALL BE PROPERLY ANCHORED THROUGH 1' BY WOOD BUCK 2 1/2' MIN. TO TRANSFER LOADS TO THE STRUCTURE AND 1 3/4' MIN. EMBEDMENT IMO CONCRETE/MASONRY II. ,: II 1 SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULIJON INSTALLATION 1/4' ELCO ULTRACON MCHOR THROUGH 1' BY WOOD BUCK I 3/4' MIN. EMBEDMENT.INTO - NOTE: ANCHOR CONFIGURATION MULLIONS 1" X 4' X FOR ANCHOR DESIGN TYPE 1/8", LOADS SHALL BE APPROVED BY BUILDING OFFICIAL -14 PRIOR TO MULLION INSTALLATION (2) PER ANGLE 1/2" 1/2' SIDE VIEW • A SIDE TOP VIEW 62 AS SHOWN IS VALID FOR 1" X 4' X 1/4' AND 2' X 4" X 1/8'. SEE TABLES / 2 AND I 3 ON SHEETS 4 AND 5 OF 21. CONCRETE/MASONRY VIEW B (2) PER ANGLE ANCHORS IN WOOD STRUCTURE f ANCI1OR CONFIGURATION TYPE A2 FOR 1" X 4" OR 2" X 4" MULLIONS NUMBER OF ANCHORS PER ANGLE N. (2) ULTRACON B WITH 2" X 5" X 1/8" ALUM. ANGLES . SUBSTRATE: 2" BY WOOD BUCK OR WOODEN . ' 2' X 5" X 1/8" AWIL ANGLE ALUM. ANGLE ALUM. TUBE MULUON I I -1 i /14 HILII MIK FLEX /14 HILT! KWIK FLEX SELF DRILUNG SCREV/ 1' OR 2' SELF DRILLING SCREW 5/84 5/8 3 5/8" INT. LENGTH FOR 4' X 1' X 1/8" MUWON 3 3/8" INT. LENGTH FOR I' x 4' x 1/4" x 2" ' 1/8' () ______4. 1-4- ALUM. TUBE MULUON 4x 1/8 rx ' - (2) EA ANGLE (2) EA. MGLE ' 2X 5X 1/8 4" X 1X 1/4" MULLON 3 5/8" NT. LENGH FOR 4" X 2' X 1/8" MUN t5r a A ----7- :1 ALUM.ANGLE 1/2"MA. .-2 BY WOOD BUCK OR WOODEN STRUCTURE K li) ' . . MUST BE PROPERLY ANCHORED g g u u u -ii TO WITHSTAND LOADS IMPOSED BY GLAZING E E 1 E.D. MIN. PRODUCTS TO THE STRUCTURE SHALL BE APPROVED BY BUILDING OFFIC41L .. I i 1/4" ELCO ULTRACON ANCHOR 2" BY WOOD BUCK OR WOODEN STRUCTURE 1 3/8" MIN. EMBEDMENT BY OTHERS. INTO WOOD PRIOR TO MULUON INSTALLATION —1/4' ELCO ULTRACON ANCHOR 7 S 0 , d P, 4. -14 SHALL BE PROPERLY ANCHORED , (2) PER ANGLE 1 3/8" MIN. EMBEDMEW INFO WOOD TO WITHSTAND LOADS IFIF'OSED BY GLAZING SIDE VIEW B (2) PER MGLE PROOUCTS TO THE STRUCTURE MD SHALL BE APPROVED BY BUILDING OFFICIAL TOP VIEW PRIOR TO MUWON INSTALLATION 1 r,o0LICf REVISED litili ,.. complymi *oh the Florida 1 IP, SIDE VIEW A oN4494c4444 r .nr.2g.. I, r4.. ..".. 11 DRAWING No. M2011 DATE: 02-11-13 NOTE: ANCHOR CONFIGURATION TYPE A2 AS SHOWN IS VALID FOR AmPlx.P. X 1/4' AND 2' X 4" X 1/8". E plra on Data 2FAS 5-- 1g- SCALE: NTS MULUONS 1" X 4' X 1/8% 1' X 4. FOR ANCHOR DESIGN LOADS SEE TABLES 1 2 AND / 3 ON SHEETS 4 AND 5 OF 21. 8' doe FRANCISCO HERNANDEZ FLORIOA PE / 51393 SHEET 9 OF 21 • • • • • • • e • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . . • • • • • • • • • • • • . • • • • • • • • • • • • • • • • • • 2' X 5" X 1/8" ALUM. ANGLE ALUM. TUBE MULLION 1' x 4" x 1/8" 1" x 4" x 1/4" 2' x 4' x 1/8' , p A g B TOP VIEW ANCHOR CONFIGURATION TYPE A3 FOR 1" X 4" OR 2" X 4" MULLIONS NUMBER OF ANCHORS PER ANGLE = (3) ULTRACON ANCHORS WITH 2' X 5" X 1/8" ALUM. ANGLES SUBSTRATE: I" BY WOOD BUCK FASTENED TO GROUT FILLED BLOCK 4" 1" OR 2" ALUM. TUBE MULLION I" x 4' x 1/8' 1• x 4' x 1/4" 2' x 4' x 1/8" /14 HILTI KWIK FLEX SELF DRILUNG SCREW r(3) EA. ANGLE -. 2" X 5" X 1/8' ALUM. ANGLE on. . :: u •'... I: • '' II 1" BY WOOD BUCKS BY OTHERS. L--1/4" ELCO ULTRACON ANCHOR SHALL BE PROPERLY ANCHORED THROUGH 1" BY WOOD BUCK TO TRANSFER LOADS TO THE STRUCTURE AND 1 3/4' MIN. EMBEDMENT INTO SHALL BE APPROVED BY BUILDING OFFICIAL CONCRETE/MASONRY PRIOR TO MULUON INSTALLATION (3) PER ANGLE /14 HILT MK FLEX SELF DRILLING SCREW (3) EA. ANGLE SIDE VIEW A NOTE: ANCHOR CONFIGURATION TYPE A3 AS SHOWN IS VALID FOR MULLIONS I" X 4' X 1/8., 1" X 4X 1/4" AND 2' X 4' X 1/8'. FOR ANCHOR DESIGN LOADS SEE TABLES I 2 AND / 3 ON SHEETS 4 AND 5 OF 21. 1/2' MAX 4 11 II 2 1/2' BOY. 5/8 SIDE VIEW B 2" X 5' X 1/8' ALUM. ANGLE 3 5/8' INT. LENGTH FOR 4' X I" X 1/8" MULLION 3 3/8" INT. LENGTH FOR 4" X 1" X 1/4" MULLION 3 5/8' INT. LENGTH FOR 4' X 2' X 1/8. MUWON 1' BY WOOD BUCKS BY TOILERS. SHALL BE PROPERLY ANCHORED TO TRANSFER LOADS TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION [ 1/4" ELCO ULTRACON ANCHOR THROUGH I' BY WOOD BUCK I 3/4' WN. EMBEDMENT INTO CONCRETE/MASONRY (3) PER ANGLE A Sunshine Modows Manulodudng, Inc. 1245 W. 33rd florlac.12 Ph, (305)324-111252 Fax,(30.221-51111 2" X 5' X 1/8' ALUM. ANGLE ALUM. TUBE MULLION 1' x 4" x 1/8' 1" x 4" x 1/4" 2' x 4' x 1/8' A 8 ANCHOR CONFIGURATION TYPE A3 FOR 1" X 4' OR 2' X 4" MULLIONS NUMBER OF ANCHORS PER ANGLE = (3) ULTRACON ANCHORS IN WOOD WITH 2" X 5" X 1/8" ALUM. ANGLES SUBSTRATE: 2" BY WOOD BUCK OR WOODEN STRUCTURE I" OR 2' ALUM. TUBE MULLION 1' x 4" x 1/8" 1' x 4' x 1/4" 2" x x 1/8" /14 WILD KWIK FLEX - SELF DR1WNG SCREW (3) EA. ANGLE 2" X 5" X 1/9" r ALUM. ANGLE 2" BY WOOD BUCK OR WOODEN STRUCTURE BY OTHERS. SHALL BE PROPERLY ANCHORED TO WITHSTAND LOADS IMPOSED BY GLAZING 14- 44 PRODUCTS TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL 1/2' 1/2' PRIOR TO MULLION INSTALLATION TOP VIEW SIDE VIEW A • NOTE: ANCHOR CONFIGURATION TYPE A3 AS SHOWN IS VAUD FOR MULLIONS 1' X 4' X 1/8', 1" X 4" X 1/4' ABS 2' X 4' X 1/8'. FOR ANCHOR DESIGN LOADS SEE TABLES 1 2 MID I 3 ON SHEETS 4 AND 5 OF 21. /14 HILTI KWIK FLEX SELF FRILLING SCREW (3) EA ANGLE 1/4" ELCO ULTRACON ANCHOR 1 3/B' MIN. EMBEDMENT INTO MOOD (3) PER ANGLE 1/2' MAX. 2" X 5" X 1/8" ALUM. ANGLE 3 5/8' INT. LENGTH FOR 4" X 1' X 1/8. MULLION 3 3/8" In LENGTH FOR 4' X 1' X 1/4" MULUON 3 5/8' INT. LENGTH FOR 4" X 2" X 1/8' MULLION J-2" BY WOOD BUCK OR WOODEN STRUCTURE BY OTHERS. SHALL BE PROPERLY ANCHORED TO WITHSTAND LOADS IMPOSED BY GLAZING PRODUCTS TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION 1' MN. 1/4" &CO ULTRACON ANCHOR 1 3/8' MN. EMBEDMENT INTO WOOD SIDE VIEW B (3) PER ANGLE PRODUCE REVISED , cemplying with lbe florkla Building Code , Accepl000e No; -o5 1 ExpIrslIon Dere F 0318 FRANCISCO HERNANDEZ FLORIDA PE / 51393 z 0 5 8 .7 a DRAWING No. M2011 DME: 02-11-13 SCALE: NTS SHEET 10 Of 21 • • • • . • • • • • • • • • • • • • • • • • • • • • • • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • I. • . • • • • • • • • • • • • • 2' X 5" X 1/8 ALUM. ANGLE ALUMINUM TUBE MULLION 2" X 6" X 1/8' 2" X 6" X 1/4' RB 1 1/2" 1 1/2" TOP VIEW ANCHOR CONFIGURATION TYPE A3 FOR 2" X 6" MULLIONS NUMBER OF ANCHORS PER ANGLE = (3) ULTRACON ANCHORS WITH 2" X 5- X 1/8" ALUM. ANGLES SUBSTRATE: 1" BY WOOD BUCK FASTENED TO GROUT FILLED BLOCK ALUM. TUBE MULLION 2' X 6' X 1/8" 2" X 6" X 1/4' 2' i #14 MILD KWIK FLEX SELF DRILLING SCREW (3) EA ANGLE 2" X 5' X 1/8" ALUM. ANGLE NI1 °: 11 N • 4. • '7 II U P N 11 #14 HUI KWIK FEES 5/8" SELF DRILLING SCREW -1 - • (3) EA. ANGLE I" BY WOOD BUCKS BY °BIERS. - L1/4. ELCO ULTRACON ANCHOR SHALL BE PROPERLY ANCHORED THROUGH 1" BY WOOD BUCK TO TRANSFER LOADS TO THE STRUCTURE AND 1 3/4" MIN. EMBEDMENT INTO SHALL BE APPROVES BY BUILDING OFFICIAL CONCRETE/MASONRY PRIOR TO MULLION INSTALLATION (3) PER ANGLE SIDE VIEW A 'J. 2 1/2" BIB. NOTE ANCHOR CONFIGURATION TYPE A3 AS SHOWN IS VAUD FOR MULLIONS 2" X 6' X 1/8' AND 2" X 6" X 1/4". FOR ANCHOR DESIGN LOADS SEE TABLES # 2 AND # 3 ON SHEETS 4 AND 5 OF 21. 6" SIDE VIEW B 2' X 5" X 1/8' ALUM. ANGLE 5 5/8' INT. LENGTH FOR 2" X 6" X 1/8' MULLION 5 3/13" INT. LENGTH FOR 2' X 6' X 1/4' MULLION • RP • • • • • • • • • • 1' BY WOOD BUCKS BY TOWERS. SHALL BE PROPERLY SEALED MD ANCHORED TO TRANSFER LOADS TO 7HE STRUCTURE SHALL BE APPROVED OF BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION 1/4' ELCO ULTRACON ANCHOR THROUGH 1' BY WOOD BUCK 1 3/4" MIll. EMBEDMENT INTO CONCRETE/MASONRY (3) PER ANGLE 2' X 5" X 1/8 ALUM. ANGLE ALUMINUM TUBE MULLION 2' X 6' X 1/8- 2' X 6' X 1/4' 1 1/2' 1 1/2" TOP VIEW ANCHOR CONFIGURATION TYPE A3 FOR 2" X 6' MULLIONS NUMBER OF ANCHORS PER ANGLE = (3) ULTRACON ANCHORS IN WITH 2" X 5" X 1/8'. ALUM. ANGLES SUBSTRATE: 2" BY WOOD BUCK OR WOODEN STRUCTURE 2' ALUM. TUBE MULLION 2' X 6" X 1/8' 2' X 6" X 1/4" 114 HILTI KWIK FLEX SELF DRILLING SCREW (3) a ANGLE #14 HILT! KM FLEX SELF DRILLING SCREW — (3) EA. ANGLE — X 5' X 1/8' ALUM. ANGLE 2' BY WOOD BUCK OR WOODEN STRUCTURE OF OTHERS. SHALL BE PROPERLY ANCHORED TO WITHSTAND LOADS IMPOSED BY GLAZING PRODUCTS TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION SIDE VIEW A 1/2' MAX. 1/4" ELCO ULTRACON ANCHOR 1 3/8" MIN. EMBEDMENT INTO WOOD (3) PER ANGLE ED, 1" MIN. SIDE VIEW B NOTE: ANCHOR CONFIGURATION TYPE A3 AS SHOWN IS VAUD FOR MULLIONS 2' X 6' X 1/13- ABS 2' X 6' X 1/4". FOR ANCHOR DESIGN LOADS SEE TAKES # 2 AND # 3 ON SHEETS 4 AND 5 OF 21. WOOD 2' X 5' X 1/8- ALUM. ANGLE 5 5/8" INT. LENGTH FOR 2" X 6' X 1/8' MULLION 5 3/8" INT. LENGTH FOR 2' X 6" X 1/4" MULLION —2" BY WOOD BUCK OR WOODEN STRUCTURE BY OTHERS. SHALL BE PROPERLY ANCHORED TO WITHSTAND LOADS IMPOSED BY GLAZING PRODUCTS TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION 1/4" ELCO ULTRACON ANCHOR 1 3/8" MIN. EMBEDMENT INTO WOOD (3) PER ANGLE PRODUCT REVISED n, cortplyiry within Dodds IttuldirIs CO# ,5,52.0.2.1 ACcuplene4 No t EmAlnAloo DI. IPAT', 1016 5- I .- 1 S-- i d! FRANCISCO HERNANDEZ FLORIDA .PE # 51393 _ 2 Sunshine Windows Monufocturing, Inc. 1745 17. 3301 Ploc4 NuMak Flolida 33012 Ph: (305)364-9952 F914305)826-5116 z 5 § ??' A DRAWING No. M2011 DATE: 02-11-13 SCALE: NUS SHEET 11 OF 21 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 5555 • • 5555 • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • - . • • • • ANCHOR.CONFIGURATION TYPE B1 . FOR IX 2" OR 1" X 3" MULLIONS NUMBER OF ANCHORS PER LEG = (1) ULTRACON ANCHORS IN CONCRETE ...............„.„.....L.:„.. ( WITH VI MULLION CLIP SUBSTRATE 3.000 PSI CONCRETE `V 2' OR 3" „ril 1,!,1,77.f, B r a 1 1,:.,-,7.• 11, k, — ALUMINUM VI MULLION CLIP uSuonunshiracnetwilWind, Inc. " iTI I11,10 1 5/8. INT. LENGTH FOR It 1..1 Placa ALUM. VI MUWON CLIP -4)- — ALUM. Al MULLION CLIP i 1 1" X 2' X I/8' MULLION 2 5/8' INT. LENGTH FOR 1/8' MULLION 111aleoho BM& 3.1012 Ph: (205)3(11-2052 Fax:DOOM-011h ALUM. TUBE MULUON — l'Al 11 MililmingnmoNliN 11 11 ll 0 A 111 IIIII I ' .— 1/2MAX. i".-11. ,...i ALUM. TUBE MUUJON 1. x 2' x 1/8" 1" X 3' x 1/8" 8. II ° • II 6' E. II . II ° U' N ELCO ULTRACON ANCHOR ° N • II . b. o „ ' 6' U 1/4" ELCO ULTRACON ANCHOR ..1 Z N U VARIES . N N (.1-,IN-t,.-1/4' 1 3/4' MIN. EMBEDMENT INTO CONCRETE . 1 3/4' MIN. EMBEDMENT INTO E.D. / CONCRETE 0 I 3' / I (1) PER LEG 2 1/2" MIN. (1) PER LEG ,I4 MIN. TOP VIEW SIDE VIEW A SIDE VIEW B NOTE: ANCHOR CONFIGURATION TYPE BI AS SHOWN ON THIS SHEET IS VALID FOR MULLIGAN 1" X 2. X 1/8' HIND I" X 3' X 1/8". • FOR ANCHOR DESIGN LOADS SEE TABLE 1 2 ON SHEET 4 OF 21. Fx.1 ( , ANCHOR CONFIGURATION TYPE B1 FOR 1" X 2" OR 1" X 3' MULLIONS NUMBER OF ANCHORS PER ANGLE = (1) ULTRACON ANCHORS IN CONCRETE WITH 2" X 2" x 1/8" ANGLE SUBSTRATE 3.000 PSI CONCRETE 2' OR 3" 'W 1" /.. 5/8 114 HILTI . KWIK FLEX B -1-- t —2' X 4' Xi/8' ALUM. ANGLE SELF DRILLING SCREW (2) EA ANGLE CL ALUM. TUBE MULLION — 1 5/8' INT. LENGTH FOR I" X 2' X 1/8' MUWON ii ,-,-.- 2' X 1/8" - ---- 2 5/8' INT. LENGTH FOR s a 2" X ALUM. ANGLE • #14 KILN KWIK FLEX SEIF DRIWNG SCREW (2) EA. ANGLE - 2' X 2' X 1/8' #14 HILTI KWIK FLEX ALUM. ANGLE SELF DRILLING SCREW (2) EA ANGLE IF II II -s- - 1 e II 1 l' X 3' X 1/8' MUWON a. ri g MB A _,,-. __, IIIMMilli 1/2" MAX. ALUM. TUBE MULUON- -..1 & r . 4 I II N is is it c. , Lh, ih. I I, ce te I . II • it 1/4' ELCO ULTRACON ANCHOR I . 1/4" ELCO ULTRACON ANCHOR ..1 1" X 2" x 1/8' I' x 3' x 1/8' .4; / .2 'U • .' ,,°' - " 1 3/4MIN. EMBEDMENT INTO - 1 3/4" MIN. EMBEDMENT INTO 7 8 1 3' CONCRETE E.D. CONCRETE / W i VARIES - —1- (1) PER ANGLE IAIN. 2 1/2" MIN. (I) PER ANGLE d 2 - 11 TOP STEWor SIDE VIEW A SIDE VIEW B PRODUCT REVISED NEVI complying wg.ithid e Am. owd ins co.. &mimeo ,..,,, 1 7 4 No ,, .....DATE: DRAWING No. M 20 1 02-11-13 NOTE: ANCHOR CONFIGURATION TYPE 81 AS SHOWN ON THIS SHEET IS VALID FOR Expinlion Ogle VAS 5"-- 1 ' .- SCALE: HIS MULLIONS 1" 1/8' AND I" X 3' X 1/8'. FRANCISCO HERNANDEZ B FOR ANCHOR DESIGN LOADS SEE TABLE • 2 ON SHEET 4 OF 21. ' ado hooka FLORIDA PE # 51393 SHEET 12 OF 21 • • • • • • • • • • • • • • • • • • • • • • 2' X 5' X 1/8" ALUM. ANGLE ALUM. TUBE MULLION 1" x 4' x 1/8` 1' x 4" x 1/4"—.- 2" x 4` x 1/8" `A B B 1/2"J4 -4I/2" TOP VIEW ALUM. TUBE MULLION --- 1' x 4' x 1/8" p� 1' x 4" x I/4" 1�— 2' x 4' x N ANCHOR CONFIGURATION TYPE B2 FOR 1' X 4' OR 2" X 4" MULLIONS NUMBER OF ANCHORS PER ANGLE _ (2) ULTRACON ANCHORS IN CONCRETE WITH 2" X 5" X 1/8" ALUM. ANGLES SUBSTRATE: 3.000 PSI CONCRETE 1' OR 2' 114 HILTI KWIK FLEX SELF DRIWNG SCREW (2) EA ANGLE — 2' X 5" X 1/8" ALUM. ANGLE SIDE VIEW A I-1/4" ELCO ULTRACON ANCHOR I 3/4" MIN. EMBEDMENT INTO CONCRETE (2) PER ANGLE /14 HILTI KWIK FLEX SELF DRIWNG SCREW (2) EA. ANGLE 1/2" MAX. °ii n Fl. I 2 I/T. \St NOTE: ANCHOR CONFIGURATION TYPE B2 AS SHOWN IS VALID FOR MUWONS 1' X 4' X 1/8', I" X 4" X 1/4" AND 2' X 4' X 1/8'. FOR ANCHOR DESIGN LOADS SEE TABLES j 2 AND 13 ON SHEETS 5 AND B OF 22. —2' X 5' X I/8' ALUM. ANGLE 3 5/B' INT. LENGTH FOR 4' X 1" X 1/8" MUWON 3 3/8"INT. LENGTH FOR 4" X 1' X 1/4" MULLION 3 5/8' INT. LENGTH FOR 4" X 2" X 1/8' MULLION SIDE VIEW B 1/4' ELCO ULTRACON ANCHOR 1 3/4' MIN. EMBEDMENT INTO CONCRETE (2) PER ANGLE PRODUCT REVISED complying wilhdw Maids Building Code BB.rg,rjt I41 � cepion Dose 241B 5:— tr V. Dodon FRANCISCO HERNANDEZ FLORIDA PE 151393 Sunshine Windows Manulocturirg, Inc. UMW W. 33.1 Pbw ph, (3 NMOo 9052 Pn: (3o5)16A-2 YP52 T A 2 DRAWING No. M2O11 DATE: 02-11-13 SCALE NTS SHEET 13 OF 21 • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • •• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • 2' X 5' X 1/B" ALUM. ANGLE ALUM. TUBE MULLION 2'X 6'X 1/8" 2' X 6' X 1/4" OwA Tv 1 1/2" 11/2" TOP VIEW ANCHOR CONFIGURATION TYPE B3 FOR 2" X 6" MULLIONS NUMBER OF ANCHORS PER ANGLE a (3) ULTRACON ANCHORS IN CONCRETE WITH 2" X 5" X 1/8" ALUM. ANGLES SUBSTRATE: 3.000 PSI CONCRETE ALUM. TUBE MULLION 2" X 6" X 1/8" 2' X 6" X 1/4" p q j14 HILTI KWIK FLEX — SELF DRIWNG SCREW (3) EA ANGLE —2' X 5'X 1/8' ALUM. ANGLE II I C r1/4" RW BNLDEX TAPCON 1 3/4" MIN. EMBEDMENT INTO CONCRETE (3) PER ANGLE SIDE VIEW A j14 HILTI KWIK FLEX SELF DRILLING SCREW (3) EA. ANGLE 1/2" MAX 6' E.O. 2 1/2" MIN. SIDE VIEW B NOTE: ANCHOR CONFIGURATION TYPE B3 AS SHOWN IS VNJD FOR MULLIONS 2' X 6' X 1/8" AND 2" X 6' X 1/4". FOR ANCHOR DESIGN LOADS SEE TABLES j 2 AND 13 ON SHEETS 4 AND 5 OF 21. 2' X 5' X I/B" ALUM. ANGLE 5 5/8' INT. LENGTH FOR 2" X 6' X 1/8" MULLION 5 3/8" INT. LENGTH FOR 2" X 6' X 1/4' MULLION 1/4' ITW BUILDEX TAPCON 1 3/4' MIN. EMBEDMENT INTO CONCRETE (3) PER ANGLE 2'X 5"X 1/8' ALUM. ANGLE ALUM. TUBE MULLION 1' x 4' x 1/8" 1' x 4" x 1/4" 2" x 4" x 1/8" II g B TOP VIEW ANCHOR CONFIGURATION TYPE B3 FOR 1" X 4" OR 2" X 4" MULLIONS NUMBER OF ANCHORS PER ANGLE _ (3) ULTRACON ANCHORS IN CONCRETE WITH 2" X 5" X 1/8" ALUM. ANGLES SUBSTRATE: 3.000 PSI CONCRETE 4' 1' OR 2" j14 HILT KWIK FLEX �F — SELF DRILLING SCREW (3) EA ANGLE ALUM. TUBE MULLION — 1. x 4' x 1/8' �I _,I r 2" X 5" X 1/8' I' x 4' x 1/4' II I ALUM. ANGLE 2" x 4' x 1/8' I 34 II • II I • II 4 II. • II • • II•• •11 • eil. • ll a ... II ' II ` I14 HILTI KWIK FLEX 5/6" 5/8 SELF DRILLING SCREW (3) EA. ANGLE Y-1/4" ITW BUILDER TAPCON SIDE VIEW A 13/4' MIN. EMBEDMENT INTO CONCRETE (3) PER ANGLE 1/2' MAX.4— NOTE: ANCHOR CONFIGURATION TYPE B3 AS SHOWN IS VALID FOR MULLIONS 1" X 4' X 1/8', 1' X 4" X 1/4' AND 2' X 4' X 1/8'. FOR ANCHOR DESIGN LOADS SEE TABLES j 2 AND 13 ON SHEETS 4 AND 5 OF 21. SIDE VIEW B 2' X 5' X I/B" ALUM. ANGLE 4" X I" X 1/8" MULLION 3 5/B' INT. LENGTH FOR 3 3/8' INT. LENGTH FOR 4' X I' X 1/4' MULLION 3 5/8" WT. LENGTH FOR 4" X 2' X 1/8" MULLION 1/4" IIW BUILDEX TAPCON 1 3/4' MIN. EMBEDMENT INFO CONCRETE (3) PER ANGLE rIw500 r REViSN0 camylxini With No F101055 Nodding Code No i A5_0528.21 �°„b; 2018 f I T-- I FRANCISCO HERNANDEZ FLORIDA PE 151393 Sunshine Endows Manufacturing, Inc. 245 W. 3342 Place 154340. Her. 33012 Px: (305)354-0052 Foa:(305)525-5115 2 DRAWING No. M2011 DATE: 02-11-13 SCALE: NTS SHEET 14 OF 21 •• • • • • • • • • •• • • • • • • • • • •• • • • •• • • • •• • • • • •• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ANCHOR CONFIGURATION TYPE Cl FOR 1` X 2" OR 1" X 3' MULLIONS NUMBER OF ANCHORS PER LEG = (1) HILTI KWIK FLEX SELF DRILLING SCREW IN METAL ................ WITH V1 MULLION CLIP SUBSTRATE METAL 2. OR 3' 1" —ALUMINUM VI MULLION CUP .'". (Sunshine } CL I. I V-I 1 5/8" INT. LENGTH FOR i' x 2" X 1/8" MULLION Windows 1 I 2 5/B' INT. LENGTH FOR MOWIWWIUTITg, Inc. ALUM. VI I ALUM. TUBE MULLION— I I . I 1" X 3" X 1/B" MULLION nas Vt. 33m= e.. MULLON CUP W •InJ l II II E I 11 I 4 ANY APPROVED MULLION OR wm. h. ronxo 33012 Ph: (3u5)3e.-03➢ ro.:(3o5)n2e-511e A MINIMMING II II 11 II II I 4 METAL STRUCTURAL MEMBERS BY OTHERS SHALL WITHSTAND ANCHOR SHEAR FORCES MiiiiIME 1/2" MAX. /14 HILTI KWIK FLEX _� MINIMUM THICKNESS = 1/Er GAM. TUBE MUWON 1" x 2" x I/8' 1' x 3" x 1/8` 0(1) SELF DRIWNG SCREW PER LEG ANY APPROVED MULLION OR i SHA NOTE 7 ON SHEET I) PROR TO MUL BE Pl11ON ROVE0INSTALLATIONBY G OFFICIAL a METAL STRUCTURAL MEMBERS BY OTHERS SHALL WITHSTAND ANCHOR SHEAR FORCES MINIMUM THICKNESS = I/8" (SEE NOTE 7 ON SHEET 1) I SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALIATION TOP VIEW SIDE VIEW A NOTE: ANCHOR CONFIGURATION TYPE C1 AS SHOWN IS VALID FOR MULLIONS I" X 2" X I/8` AND 1" X 3" X 1/8".- FOR ANCHOR DESIGN LOADS SEE TABLE % 2 ON SHEET 4 OF 21. E.D. _ I" MIN. SIDE VIEW B /14 HILTI KWIK FLEX SELF DRILLING SCREW (1) PER LEG • SCREW IN METAL ALUMINUM TUBE MULLIO ( ANCHOR CONFIGURATION TYPE Cl FOR 1' X 2" OR 1" X 3" MULLIONS NUMBER OF ANCHORS PER ANGLE = (1) HILTI KWIK FLEX WITH 2" X 2" X 1/13" ALUM. ANGLES SUBSTRATE: METAL V' 1' SELF DRILLING 2" OR 3" A' M 2x E/8' B 5/B° 5/6"R ' " ALUMINUM 2"X 2X 1 B ANGLE A ALUM. ANGLE CL { } I /14 HILTI KWIK FLEX INT. LENGTH 1' X 2' X1 MUWON �C �' 14 OILS KWIK FLEX SELF DRILLING SCREW —...�- —'" ALUM. TUBE MULLION r14 HILTI KWIK FLEX ( I I I IL (2)SE)F DRILUNG SCREW 2' X 2` % 1/e' EA. ANGLE I IF ____ I 11 2 5/8' INT. LENGTH FOR 1' X 3' X 1/8" MULLION 5: R z (2) EA. ANGLE ' SELF DRILLING SCREW _ r' I lic ALUM. ANGLE :i , O I ANY APPROVED MULLION OR o _ (2) EA ANGLE ' A �l—I� C• II I H II 1 B METAL STRUCTURAL MEMBERS BY OTHERS SHALL WITHSTAND ANCHOR SHEAR FORCES : n 12' = �— ^:I, MINIMUM THICKNESS = 1/8" in ALUM. TUBE MULLION- /14 HILTI KWIK FLEX :a SELF DRILUNG SCREW l ) (SEE NOTE 7 ON SHEET 1 Oe P 1' z 2' x 1/8" 1' x 3' x 1/8` - - (1) FA ANGLE ANY APPROVED MULLION OR SHALL BE APPROVED BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION m i RR METAL STRUCTURAL MEMBERS BY OTHERS SHALL WITHSTAND ANCHOR SHEAR FORCES d14 HILTI KWIK FLEXk SELF DRILLING SCREW T 3 0 MINIMUM THICKNESS = 1/8" (SEE NOTE 7 ON SHEET 1) E.O. (1) EA. ANGLE 2 - SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION 1" MIN. rn000CTlNiVDEIA ewmplyiry wi1A Yie Floor mmtirernao SIDE VIEW No 5'D57B,21 „I- ' / O PRAWNS No. M2011 ( Eaep.ew TOP VIEW SIDE VIEW A xpinlim Dare y/,I/ DATE: 02-11-13 NOTE: ANCHOR CONFIGURATION TYPE CI AS SHOWN IS VAUD FOR 1Tr f (S- rs SCALE: N MULLIONS 1" X 2' X 1/8" AND 1" X 3" X 1/B". M ado Produel Con NCISCO HERNANDEZ FOR ANCHOR DESIGN LOADS SEE TABLE / 2 ON SHEET 4 OF 21. FLORIDA PE / 51393 SHEET 15 OF 21 •• • • • • • • • • •• • • • • • • • • •• • • • •• • • • •• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • •• • ALUM. TUBE MULLION 1' x 4" x 1/8" 2' x 4' x 1/8' ALUM. TUBE MULLION 1" x 4" x 1/8" 2" x 4" x 1/8' B ALUM. MULUON CUP VI CLIP FOR I" MULL V2 CLIP FOR 2" MULL -/-/ ' 1/2' 1/2" TOP VIEW ANCHOR CONFIGURATION TYPE C2 FOR 1" X 4" OR 2" X 4" MULLIONS NUMBER OF ANCHORS PER LEG = (2) HILTI KWIK FLEX SELF DRILLING SCREW IN METAL WITH VI AND V2 CLIPS SUBSTRATE: METAL 1' OR 2" ALUM. TUBE MULLION I II II II II 114 HILTI KWIK FLEX SELF DRIWNG SCREW (2) PER LEG ANY APPROVED MULLION OR METAL STRUCTURAL MEMBERS BY OTHERS SHALL WITHSTAND ANCHOR SHEAR FORCES MINIMUM THICKNESS Lx I/8" (SEE NOTE 7 ON SHEET 1) SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION SIDE VIEW A 4' 1/2" MAX. tE.D. 1' MIN SIDE VIEW B NOTE: ANCHOR CONFIGURATION TYPE C2 AS SHOWN IS VALID FOR I" X 4" X 1/8" AND 2' X 4X 1/8" LIULUONS. FOR ANCHOR DESIGN LOADS SEE TABLES 2 AND I 3 ON SHEETS 4 AND 5 OF 21. ALUMINUM VI MUWON CLIP 3 5/8" INT. LENGTH FOR 1' X 4' X 1/8' MULUON ALUMINUM V2 MULLION CUP 3 5/8" INT. LENGTH FOR 2' X 4' X 1/8. MULLION ANT APPROVED MULLION OR METAL STRUCTURAL MEMBERS BY OTHERS SHALL WITHSTAND ANCHOR SHEAR FORCES MINIMUM THICKNESS 1/8' (SEE NOTE 7 ON SHEET 1) SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION 114 Hun KWIK FLEX SELF DRILLING SCREW (2) PER LEG ANCHOR CONFIGURATION TYPE C2 FOR 1" X 4' OR 2" X 4" MULLIONS NUMBER OF .ANCHORS PER ANGLE = (2) HILTI KWIK FLEX SELF DRILLING SCREW IN METAL WITH 2" X 2" X 1/8" ALUM. ANGLES SUBSTRATE: METAL 4" —2' X 2' X 1/8" ALUM. ANGLE LX ALUM. ANGLE 2' X X 1/8' 5/8' 5/8" 4' X 1" X 1/8' MULUON 1- OR 2' 3 5/8' INT. LENGTH FOR t 3 3/8' INT. LENGTH FOR 4" X 1" X 1/4" MUWON ALUM. TUBE MULLION —1 114 H1L11 KWIK FLEXI I '14 MILD KWIK FLEX SELF DRIWNG SCREW 3 5/8" INT. LENGTH FOR SELF DRILLING SCREW (2) PER ANGLE 4' X 2' X 1/8' MULLION I14 HILTI KWIK FLEX— (2) PER ANGLE A g t• SELF DRILLING SCREW (2) PER ANGLE 1/2' TOP VIEW ANY APPROVED MULLION OR METAL STRUCTURAL MEMBERS BY OTHERS SHALL WITHSTAND ANCHOR SHEAR FORCES MINIMUM THICKNESS - 1/8' (SEE NOTE 7 ON SHEET 1) SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION 1/2" MAX. 1" MIN SIDE VIEW A NOTE: ANCHOR CONFIGURATION TYPE C2 AS SHOWN ON THIS SHEET IS VALID FOR 1" X 4" X 1/8", 1' X 4' X 1/4" AND 2' X 4" X 1/8" MULLIONS. FOR ANCHOR DESIGN LOADS SEE TABLES I 2 AND 51 3 ON SHEETS 4 AND 5 OF 21. ANY APPROVED MULLION OR METAL STRUCTURAL MEMBERS BY OTHERS SHALL WITHSTAND ANCHOR SHEAR FORCES MINIMUM THICKNESS = 1/8" (SEE NOTE 7 ON SHEET 1) SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULUON INSTALLATION 114 HILTI KW FLEX SELF DRILLING SCREW (2) PER ANGLE 60011CT REVISED ...plyios MI6 the Florid. SIDE VIEW accMis-os2a.ti 11w 61011DM FtANCISCO HERNANDEZ FLORIDA PE I 51393 Sunshine Windows Manufacturing, inc. Ph: (305)364-2952 Nu:000626-5118 0 ce r3 g A C 8 2 — DRAWING No. iv1201 I DATE: 02._ -11,L11. SCALE: NTS SHEET 16 OF 21 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . lir ANCHOR CONFIGURATION TYPE C3 • B FOR 1" X 4, 2" X 4" OR 2X 6" MULLIONS NUMBER OF ANCHORS PER LEG = (3) HILTI KWIK FLEX SELF DRILLING SCREW IN METAL ........ . . .... ( AlUM. TUBE MUWON WITH V1 AND V2 CLIPS SUBSTRATE: METAL ALUM. MULLION CUP VI CLIP FOR 1' MULL I" OR 2" . 4' OR 5" ALUMINUM V1 MULLION CLIP V2 CLIP FOR 2" MULL -,,••4',,,L';',. I..:Ik:II:'...,• ,7,-•]-.2.7-: . -,II':Ii.',., I' x 4' x I/8" A----I -N-i - 3 5/8' INT. LENGTH FOR ALI"LX14.440,4'ut 1v2/8'multUuLoLNIONCLIP Sunshine Endows Ihnulacturing, Inc. 2' x 6' x 1/8" I 114 HILTI KWIK FLEX .1' INS W. 33rd Place ii 0 It ALUM. TUBE MULLION A I II SELF DRILLING SCREW (3) PER LEG I I I I Ir --11 3 5/8" INT. LENGTH FOR • 2' X 4' X 1/8' MULLION • Welsch. Poe. 33012 Per (303)3131-0053 fax:(305)1320-5110 . .cw 6. l li I II ir —11 ANY APPROVED MULLION OR A II 4 STRUCTURAL MEMBERS BY OTHERS :- 1/2" MAX. II 4 A . 4 METAL SHALL WITHSTAND ANCHOR SHEAR FORCES — MINIMUM THICKNESS ,A, 1/8' ANY APPROVED LLI MUON OR STRUCTURAL MEMBERS BY OTHERS (SEE NOTE 7 ON SHEET 1) SHALL BE APPROVED BY BUILDING OFFICIAL •-I Z / / I4ETAL SHALL WITHSTAND MCHOR SHEAR FORCES MINIMUM THICKNESS = 1/8' (SEE NOTE 7 ON SHEET I) E.D. _ PRIOR TO MULLION INSTALLATION 114 HILT! MK FLEX ALUMINUM TUBE MULLIO 1/2" 1/2- TOP VIEW SHALL BE APPROVED BY BUILDING OFFICIAL , PRIOR TO MULLION INSTALLATION 1 MIN SELF DRIUJNG SCREW • (3) PER LEG SIDE VIEW A SIDE VIEW B NOTE: ANCHOR CONFIGURATION TYPE C3 AS SHOWN IS VALID FOR 1' X 4' X 1/8", 2' X 4, X 1/8' AND 2" X 6" X 1/8' FOR ANCHOR DESIGN LOADS SEE TABLES i 2 AND I 3 ON SHEETS 4 AND 5 OF 21. I. FOR 1" X WITH 4", 2" X 4" OR 2' 2" X 2" X 1/8" ALUM. ANCHOR CONFIGURATION TYPE C3 X 8" MULLIONS NUMBER OF ANCHORS PER ANGLE - (3) HIL11 KWIK FLEX SELF DRILLING SCREW IN METAL ANGLES SUBSTRATE: METAL 4' OR 6' —2' X 2' X 1/8' ALUM. ANGLE 3 5/8' INT. LENGTH FOR 1" X 4' X 1/8' MULLION 3 3/8" INT. LENGTH FOR 1' X 4' X 1/4" MUWON ALUM. TUBE MULLION 1/ B 1' OR 2' 1---1-_ 114 HILTI KW1K FLEX /8. % - L (P (i) i -II 2" X 6" X i/4' MULLION ANY APPROVED MULLION OR METAL STRUCTURAL MEMBERS BY OTHERS 8 IR sg 8 0 4' di (3) PER ANGLE II I II II 4/2" MAX. - . 4 SHALL WITHSTAND ANCHOR SHEAR FORCES K 8 HSELF MINIUM THICKNESS - 1/8" I IN I (SEE NOTE 7 ON SHEET 1) SHALL BE APPROVED BY BUILDING OFFICIAL L!3 A o ETITITIIMirl AM' APPROVED AIULUON OR PRIOR TO MULLION INSTALLATION 7 .,... _ -A-L=1=A.- • METAL STRUCTURAL MEMBERS BY OTHERS , E.D. SHALL WITHSTAND ANCHOR SHEAR FORCES 1' MIN THICKNESS 1/8' NOTE 7 ON SHEET 1) gI4 HILT! KOOK FLEX SELF DRILUNG SCREW (3) PER ANGLE A 2 - (t 0 (t. MINIMUM (SEE SHALL BE APPROVED BY BUILDING OFFICIAL 2 - s'.., --.. ,m SIDE VIEW B PRIOR TO MULLION INSTALLATION - ( imouct REVISED 1110 - - SIDE VIEW A Ii7.7711;IY,14 with ik. pk.,k, 1 1/2' 1/2' A412=15.0t0218.2J ai, Mir DRAWING No. 'M 20 1 1 DATE: 02-11- 3 NOTE: ANCHOR CONFIGURATION TYPE C3 AS SHOWN IS VAUD FOR MULLIONS 1' X 4' h 4/8". E.,..nc.n. 0,F472.,v c 2.048 5-- t 1r - ' SOME HIS I' X 4" X 1/4", 2' X. 4' X 1/8", 2' X 6" X 1/8" AND 2' X 5' X 1/4'. I', 11'1'44.-51 FRANCISCO HERNANDEZ TOP VIEW FOR ANCHOR DESIGN LOADS SEE TABLES I 2 AND I 3 ON SHEETS 4 MD 5 OF 21. Allan ade Product "iii) FLORIDA PE I 51393 SHEET 17 OF 21 • • •• • • • • • • • • •• • • • • • • •• • • • •• • • • • • • •• • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • ••• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ANCHOR CONFIGURATIONS D2, D3 AND D4 MULLION TO MULLION CONNECTION FOR 1" X 2", 1" X 3" AND 1" X 4" MULLIONS_" U CLIPS SUBSTRATE: METAL WITH Ic 1►c Ic Ic Ic Ic Sunshine Windows urin g IT. W. 33.1 NookNaiad,, MAO, 01011 Ph: (103)064-9912 Fox:003)828-61i6 1 2. I 1 2' I 2' f J' If- I I 3• If 4. I TUBE MULLION L.M.I. I5/8 5/8'I I I I5/8 5/8'I I I f 5/8 5/81 If -/ 5/8' 5/8'I I/ /I I5/8 5/5'I i If- I5/8' II 5/8'I L_ I ® }i ``®-I ' L_ I I ® i ® I I / L_J ® ei / ® 5/8' 7/8" 7/8' t I ® I 5/8I L I I I5/8' _ ® 7/8I' 7/8' I ® I 5/81 I I (D I5/8' ® 15/16'ED 15/16' 15/16' I I I 5/8 •V I I II- M —M M—M .' 1— TT'� ` - 1*' 1 U U l U U i U U U 11111E111111 p• 3' 1 4' OR 6 8' 4' OR 6' 4' OR fi' I► C I► C / 1/ c• I► c V CUP c,YPIDAL, / I/ c I c ANCHOR CONFIG. D2 ANCHOR CONFIG. D2 ANCHOR CONFIG. D2 ANCHOR CONFIG. D3 ANCHOR CONFIG. D3 ANCHOR CONFIG. 1)4 FOR 1' X 2' TO 1" X 2" CONNECTION I• FOR 1" X 2" TO 1' X 3' FOR 1" X 2" TO 1" X 4" FOR 1" X 3' TO 1" X 3" FOR 1' X 3' TO 1" X 4" FOR 1" X 4" TO 1" X 4" CONNECTION CONNECTION CONNECTION CONNECTION CONNECTION y i iR 0E t I "U" '- CLIP , SEE 'U' CLIP DETAIL ON SHEET 2 OF 21 S 8 /? PRODUCT ,ISFD ,I.S/,i - ,/ DRAWING No. 5I` NOTE: ALL SCREWS USED FOR MULLION TO MULLION CONNECTIONS y of complying Atlas FI M . . SHOWN ON THIS SHEEP SHALL BE 114 HILTI NWIK FLEX SELF DRIWNG SCREW p„iMin9 ct,ae`I/ Ao„P,^"'°No 16' 21?p� M2011 DATE: 02-11-13 FOR ANCHORS DESIGN LOADS SEE TABLE j 2 ON SHEET 4 OF 21. s , a^. 1 84 halloo F SCALE: NTS BY FRANCISCO HERNANDEZ SECTION C-C M, O.d6 FLORIDA PE Y 51393 SHEET 16 OF 21 • •• •••• •• •• I •• • •• • • • • •• • • • • •• • • • •• • ••• •• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • ALUM. SLEEVE FOR 3 1/2"0 OR 4'0 ALUM. TUBE MULUON STRUCTURAL WALL/BEAM 3 I/2"0 OR 4'0 ALUM. TUBE MULLION TOP VIEWS FOR ANCHOR CONFIGURATION TYPE BR2, BR3, CR2 AND CR3 • ROUND MULLIONS 3 1/2"0 AND 4'0 1/13" THICK ALUM. CIRCULAR PLATE WELDED TO ALUM. SLEEVE. 1/2' 1.4 VARIES 5 1/2` FOR 3 1/2` ?MULLION 6' FOR 4'0 MULLION ANCHOR CONFIGURATION BR2 AND CR2 FOR 180' ANGLE �r \'L A 3 1/2'0 OR 4'0 ALUM. TUBE MULLION ALUM. SLEEVE FOR 3 1/2'0 OR 4'0 ALUM. TUBE MULLION NOTE FOR MULLION AND ANCHOR DESIGN LOADS SEE TABLE 14 ON SHEET 6 OF 21. 3 1/2'0 OR 4'0 ALUM. TUBE MULLION ALUM. SLEEVE FOR 3 I/2"0 OR 4'0 ALUM. TUBE MULLION • RUBE MIL WALL OR STRUCTURAL WALL/BEAM D4 5 1/2' FOR 3 1/2"0 MULLION 6" FOR 4'0 MULLION — 1/6" THICK ALUM. CIRCULAR PATE WELDED TO ALUM. SLEEVE. VARIES 5 1/2" FOR 3 1/2"0 MULLION 6" FOR 4"0 MULLION ANCHOR CONFIGURATION BR3 AND CR3 FOR 90' ANGLE ANCHOR CONFIGURATION BR3 AND CR3 FOR 135 ANGLE PRODUCT RI!VISED MyW • with •. PTmW. HWldieg Code Acceptance No 15o922121 H.P8.Na1 Do1. 20I E rd9 FRANCISCO HERNANDEZ FLORIDA PE i 51393 Sunshine Windows Manufacturing, Inc. M W. 33N Hoe* 32012 Pe (0558-902 Fow(355)828-5118 00 ALE z8 6 DRAWING No. M2011 DATE: 02-11-13 SCALE: NTS SHEET 19 OF 21 •• ••• • • • • • •• • • • • • • •• • • • • • • •• • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • TOP VIEWS FOR ANCHOR CONFIGURATION -: ALUM. SLEEVE FOR 3 1/2'0 OR 4'0 ALUM. TUBE MULLION TYPE BR4 AND CR4 3 1/2.0 OR 4'0 ALUM. TUBE MULLION ROUND MULLIONS • 4 , > 3 1/2"0 AND 4"0 STRUCTURAL WALL BEA1A 1/8' THICK ALUM. CIRCULAR PLATE 1 WELDED TO ALUM. SLEEVE. F Sunshine Windows Manufacturing, Inc. 9 170 W./ 3.41 Plow. Ili STRUCTURAL WALL/BEAM ' rew.". none. uo1: /R4'� I 1 �ry 1. E n FOR CONCRETE LIOK L.M.L 1 �� illi g ALUM. TUBE MULLION �/ ALUMINUM SLEEVE R � .. /\ \�IIIALUM. �� 1.n FOR 3 1/2'0 OR 4'0 • TUBE MUWON �tnVARIES X STRUCTURAL WALL ,,■ 44 �A ,4, OR BEAM 5 1/2' FOR 3 1/2'0 MUL ION V. -r 'T\R 6' FOR 4"0 MULLION ' ,2 4 i ' r• • . 3 7 16" VARIES a E. 1�\ 8 . 90• ANCHOR CONFIGURATION 5 I/2' FOR 3 1/2'0 MULLION s `3✓ 6' FOR 4'0 MULLION BR4 AND CR4 ^;} I/2' >• • \ FOR 180' ANGLE, '\ is. / ANCHOR CONFIGURATION , ,b BR4 AND CR4 ro ' FOR 135 ANGLE 3 1/2'0 OR 4"0 �� /k\ 1/" 8 THICK. ALUM. CIRCULAR PLATE ALUM. TUBE MULLION , ‘ILm , WELDED TO ALUM. SLEEVE. C ALUMINUM SLEEVE , FOR 3 1/2"0 OR 4'0 ALUM. TUBE MULUON ��I�/ VARIES $ . 2 5 1/2' FOR 3 1/2'0 MULLION 6" FOR 4.0 MULUON i a ANCHOR CONFIGURATION _ BR4 AND CR4 No. FOR 90'ANGLE prTHO a '�/ ooucrxcVtlbe Ploy lint DRAWING M2011 es Bdldine0ode .o5Z8 /L1 - n[ccP °HOI DATE: 02-11-13 •?L16 NOTE: FOR MULLION AND ANCHOR DESIGN LOADS SEE TABLE N 4 ON SHEET 6•OF 21. R.1m s 1 j"- SCALE: NTS A<,y,y hd<Pr<du[i FRANCISCO HERNANDEZ 'Inv FLORIDA PE i 51393 SHEET 20 OF 21 •• • • • • • • • • •• a • • • • • • •• t•• •• • • • •• • • • • • • •• • • • • • • • • • • • • • • • • • • I • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • • • SIDE VIEWS FOR ANCHOR CONFIGURATION TYPE RR2, BR3 AND RR4 ROUND MULLIONS 3 1/2"0. AND 4"0 SUBSTRATE CONCRETE 3 1/2"0 OR 4.0 ALUM. TUBE MULLION 1/8" THICK. ALUM. CIRCULAR PLATE (WELDED TO ALUM. SLEEVE. r I. • °I I/N" ELCO ULTRACON ANCHOR 1 3/4" MIN. EMBEDMENT INTO CONCRETE (2) PER PLATE SIDE VIEW C ANCHOR CONFIG. BR2 NUMBER OF ANCHORS PER LEG = 2 ` 3 1/2"0 OR 4"0 ALUM. TUBE MULLION 3 1/2.0 OR 4"0 ALUM. TUBE MULLION 1/8" THICK. ALUM. CIRCULAR PLATE S. 1/B" THICK. ALUM. CIRCULAR PLATE WELDED TO ALUM. SLEEVE. WELDED TO ALUM. SLEEVE. u°n °I ° ie 1 it , 1/4" ELCO ULTRACON ANCHOR u u u 1 3/4" MIN. EMBEDMENT INTO CONCRETE (3) PER PLATE SIDE VIEW D ANCHOR CONFIG. 11R3 NUMBER OF ANCHORS PER LEG = 3 NOTE FOR MULLION AND ANCHOR DESIGN LOADS SEE TABLE j 4 ON SHEET 8 OF 21. 1/4" ELCO ULTRACON ANCHOR 1 3/4" MIN. EMBEDMENT INTO CONCRETE (4) PER PLATE SIDE VIEW E ANCHOR CONFIG. BR4 NUMBER OF ANCHORS PER LEG = 4 SIDE VIEWS FOR ANCHOR CONFIGURATION TYPE CR2, CR3 AND CR4 ROUND MULLIONS 3 1/2"0. AND 4"0 SUBSTRATE, METAL 3 1/2"0 OR 4"0 ALUM. TUBE MULLION 3 1/2"0 OR 4"0 ALUM. TUBE MULLION 1/8" THICK. ALUM. CIRCULAR PLATE 1/8" THICK ALUMINUM CIRCULAR PLATE WELDED TO ALUM. SLEEVE. WELD b TO UMINUM SLEEVE. METAL STRUCTURAL MEMBERS BY OTHERS - MINIMUM THICKNESS = 1/8" (SEE NOTE 7 ON SHEET 1) i SHALL WITHSTAND ANCHOR SHEAR FORCES AND SHALL BE APPROVED BY BUILDING OFFICNL PRIOR TO MULLION INSTALLATION E.D. 1" MIN. SIDE VIEW C ANCHOR CONFIG. CR2 NUMBER OF ANCHORS PER LEG = 2 #14 HILTI KWIK FLEX SELF DRILLING SCREW (2) PER PLATE E.D. METAL STRUCTURAL MEMBERS BY OTHERS MINIMUM THICKNESS = I/8" (SEE NOTE 7 ON SHEET 1) SHALL WITHSTAND ANCHOR SHEAR FORCES AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION 1" MIN. .14 HILTI KIRK FLEX SELF DRIWNG SCREW (3) PER PLATE SIDE VIEW D ANCHOR CONFIG: CR3 NUMBER OF ANCHORS PER LEG = 3 NOTE FOR MULLION AND ANCHOR DESIGN LOADS SEE TABLE 14 ON SHEET 6 OF 21. E.D. 1" MIN. 3 1/2.0 OR 4"0 ALUM. TUBE MULLION 1/8" THICK ALUMINUM CIRCULAR PLATE BED TO ALUMINUM SLEEVE. METAL STRUCTURAL MEMBERS BY OTHERS MINIMUM THICKNESS = 1/8" (SEE NOTE 7 ON SHEET 1) SHALL WITHSTAND ANCHOR SHEAR FORCES AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION SIDE VIEW E ANCHOR CONFIG. CR4 NUMBER OF ANCHORS PER LEG - 4 #14 AILS KWIK FLEX SELF DRILLING SCREW (4) PER PLATE PR(1011Cr R0V15P.0 co aomply:its with 1Ye FIotk• AoiIJbB CodeN. I 0529.1) M1011010 /VAS I-Ir FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 14.0 W. 33r. Place Ph:(S3FMNa 11012 Ph: ( 5}221-0222 Faw(3051825-5115 OR rcC a ORVING No. M2011 DATE: 02-11-13 SCALE: MS SHEET 21 OF 21 •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• •• • • • • • • • • • • • • • • •• • • •• • • • • • • • • • • • • • • ••• • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • GMf M IAM WADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, FL 33012 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.mia midade.gov/economy 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' rmaterial fails to perform in the accepted manner, the manufacturer will incur the expense of suglt Testing AM the AH? may immediately revoke, modify, or suspend the use of such product or material' 'ithfn theiz lurrsdiction. . RER reserves the right to revoke this acceptance, if it is determined by Miami ifade County 15roduc1 Control Section that this product or material fails to meet the requirements of the applicable buihliV code. This product is approved as described herein, and has been designed to comply" iJl�.the Floti I tilding • Code, including the High Velocity Hurricane Zone. . .. • DESCRIPTION: Series "1650 (XO)" Aluminum Horizontal Sliding Window :•LAVI.I. • • • • • • . • • APPROVAL DOCUMENT: Drawing No. HS08-01, titled "Series 1650 Alurtiintrtn:Horizpntal. Sliding • Window (XO) Impact Resistant Glass' sheets 01 through 07 of 07, dated 03/14/Q8, with the lates'Yisvision "2" dated 11/18/14, prepared by manufacturer, dated 04/25/15, signed and sealed' lay Fi tncisco•Idemandez, P. E., bearing the Miami —Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami —Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire. NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 12-0320.06 and consists of this page 1 and evidence pages E-1 and E-2, and as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. M1AMI DADE COUNTY APPROVED NOA No. 14-1204.11 Expiration Date: April 10, 2018 Approval Date: May 14, 2015 Page 1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 08-0107.08) 2. Drawing No. HS08-01, titled "Series 1650 Aluminum Horizontal Sliding Window (XO) Impact Resistant Glass", sheets 01 through 07 of 07, dated 03/14/08, with the latest revision "2" dated 11/18/14, prepared by manufacturer, dated 04/25/15, signed and sealed by Francisco Hernandez, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201—�4. • • • • • • 5) Cyclic Wind Pressure Loading per FBC, T45.203-94 . . . • 6) Forced Entry Test, per FBC 2411.3.2.1, artel 4?Ag 202 94• •: • along with marked —up drawings and installation diagram of'ati'tllbminum horizontal ...: sliding window, prepared by Fenestration Testing Laboratory? Ti.o •Test Ripoi•tis No.'s • FTL-5331, dated 09/18/07 and FTL-5015, dated 07/27/07,gued ayd Sealed ..• Carlos S. Rionda, P. E. • • (Submitted under previous NOA No. 08-0107.08) C. CALCULATIONS • . . • . . .• • . . • . .. . • • • . . 1. Anchor verification calculations and structural analysis, complying with • I3C 5th Edition (2014), prepared by Sunshine Windows Manufacturing, Inc., dated 11/09/14, signed and sealed by Francisco Hernandez, P. E. 2. Glazing complies with ASTM E1300-04/ 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 America, Inc. for their "Kuraray PVB Glass Interlayer", expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance to, of complying with FBC 5'h Edition (2014) and of no financial interest, dated.11/10/14, signed and sealed by Francisco Hernandez, P. E. 2. Statement letter of conformance to, of complying with FBC-2010 and of no financial interest, dated 03/12/12, signed and sealed by Francisco Hernandez, P. E. (Submitted under previous NOA No. 12-0320.06 Jaime D. Gascbn, P. E. Product Control Section Supervisor NOA No. 14-1204.11 Expiration Date: April 10, 2018 Approval Date: May 14, 2015 E-1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 3. Laboratory compliance letter for Test Reports No.'s FTL-5331, dated 09/18/07 and FTL-5015, dated 07/27/07, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 08-0107.08) G. OTHERS 1. Notice of Acceptance No. 12-0320.06, issued to Sunshine Windows Manufacturing, Inc. for their Series "1650 Aluminum Horizontal Sliding Window — L.M.I.", approved on 05/17/12 and expiring on 04/10/18. .. • • . . •.•. • ..•• .. • • .• . . • .• •. • . • • •... .•.• • • •.• . .•.• ..•• • .. .. •• . . . • •..• . • • . • . • • . . • .• .. • .•. . Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-1204.11 Expiration Date: April 10, 2018 Approval Date: May 19, 2015 E-2 X. * o I , DESIGN PRESSURES CHART- PSF sIIIIIIIIIIII ( HEAT STRENGTHENED LAMINATED IMPACT o IMPACT I IMPACT WINDOW DIMENSION RESISTANT ANCHOR SCHEDULE GLASS HURRICANE P00CTECTION IS NOT xEQUIRED X ' GLASS I GLASS L L_______ • • • • Sunshine Windows NG9uf9dux9g, Inc. 1745 W. 33N PIo PER PER 1 7/4' SILL 3" SILL fV/ • • • • • Noel. 32012 PNio • WIDTH HEIGHT HEAD 4: SILL '-'B EXT. INT. EXT. INT. 0 O �� • • • 32041+-p0p21. faa:I50�a�-#1161111 26 1/2' 4 53.33 120.00 80,00 120.00 8 Z_ __ _ • • • • •• •• •• •• • • _ • • 37' 26" 5 53.33 120.00 80.00 120.00 3 co �x5 •• • • • 5O5aa11 •a•• • I 53 1/6' 6 3 53.33 119.30 80.00 119.3 '� i FALSE MUNTINS (SURFACE APPU�DI • • • • Y • • L/3 7+' B 53.33 90.0 80.00 90.00 I� O MAY BE USED • • • 1 26 1/2' 4 53.33 120.0 80.00 120.00 -`i• _� • • • • • • • • • • • • • • • • • • • • • • •• • • • • • SERIES 1650 ALUMIN1 HORILVTIL SLID G VIA IMPACR' RESiSTO,“ GI • • • • • • • 37' 5 53.33 120.0 80.00 120.00 } 1/8' 110" MAX. • 53 1/6' 3e 3/e' - 8 5 53.33 95.50 80.00 95.50 MAX 1 • O7i 8 53.33 78.90 78.90 78.90 WINDOW WIDTH • • 6 or F 5 53.33 104.70 80.00 104.70 TYPICAL ELEVATION (XO) • • • • • • • • • GENERAL NOTFS: • • • 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF FBC 5TH EDITION (2014). • • • • 2.- CONFIGURATIONS OX AND XO. 3.- SHUITERS ARE NOT REQUIRED. • • • • • • 4.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART. • • • • • • • AND SECTIONS 5.- FOR ANCHOR TYPE AND SPACING REFER TO TYPICAL ELEVATIONS •• • ON SHEET 5 THRU 7. • • 6.- CONCRETE / MASONRY STRUCTURE FOR UNIT ATTACHMENT SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: - CONCRETE STRENGTH Fc 28 - 3000 PSI MIN. • 531/6' 505/6' 8 6 53.33 B8.40 80.00 88.40 • 7+' 8 53.33 67.30 67.30 67.30 • 1 27' 5 53.33 88.20 80.00 88.20 ( 63 1/e' e1' 6 7 53.33 75.00 75.00 75.00 • I 74" 8 53.33 62.00 62.00 62.00 • 24' 3 53.73 120.0 80.00 120.0 26' 4 53.33 120.0 80.00 120.0 46' 24" 8 3 53.33 120.0 80.00 120.0 - CMU AS PER ASTM COO. CHU MUST BE 8-INCH THICK, NORMAL WEIGHT BLOCKS WITH A MINIMUM COMPRESSIVE STRENGTH OF 1.9 KSI. REN9ON W COMPLIANCE MTh FBC 5114 EOrt1ON (201a) 60' 7 53.33 120.00 80.00 120.0 - FILLED CMU Fro - 2000 PSI MIN. 72' 8 53.33 90.00 80.00 90.00 7.- USE NON -SHRINK, NON-METAUC HYDRAULIC CEMENT GROUT PER ASTM C1107/C1107M STANDARD 24' 3 53.33 120.00 80.00 120.0 SPECIFICATION FOR PACKAGED DRY. 8.- WOOD HOST. STRUCTURE SHALL BE "SOUTHERN YELLOW PINE' G- 0.55 OR GREATER DENSITY. q 11, Se" 4 53.33 120.00 80.00 120.0 9.- STEEL HOST -STRUCTURE SHALL NOT BE LESS THAN 18 GAUGE. STEEL SHALL BE Fy = 38 KSI MIN. e +a' 36' 6 4 53.33 120.00 80.00 120.0 10.- THE THICKNESS OF THE ALUMINUM HOST STRUCTURE SHALL NOT BE LESS THAN 1/8'. ALUMINUM SHALL BE 6063-T6. 00' 7 53.33 99.90 80.00 99.90 11.- 1X OR 2X WOOD BUCKS NOT INCLUDED IN THE SCOPE OF THIS PRODUCT APPROVAL SHALL BE PROPERLY BY THE GLAZING SYSTEM TO THE STRUCTURE 0 p 72' 8 53.33 88.60 80.00 88.60 ATTACHED TO SUSTAIN AND TRANSFER THE LOADS IMPOSED AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. S. .• 4 53.33 100.40 Bo.DD 100.40 12.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED (BY OTHERS) AS SPECIFIED IN FBC 5TH EDITION (2014). S 4 4e' 6 53.33 93.90 80.00 93.90 ,( I j NY 4e" 7 6 53.33 87.00 80.00 87.00 GLANS: 3 2 0.340' OVERALL LAMINATED GLASS USING TWO LITES OF i a 72' 8 53.33 74.30 74.30 74.30 0.125' HEAT STRENGTHENED GLASS WITH A 0.090" INTERLAYER 36' 4 53.33 90.00 80.00 90.00 FILM DUPONT 'BUTACITE PVB, BETWEEN THE TWO LEES OF GLASS. LAMINATED BY TECNOGLASS OR SIMILAR. "RODUCT REVISED owl,I oAGhtheFlorida , DRAWING No. HSOB-01 4e' 6 53.33 87.00 80.0 87.00 lading Cod: lueptanta No I �,I. 68' ea' 7 7 53.33 83.40 80.0 83.40 _ �� 11-14-1 PATE: OS-II-OB St. F: 12"-1" 71• 8 53.33 67.80 67.80 67.80 4iaml Dade no 0Eo61 FRANCISCO FLORIDADPEE # ST 5130393 SHEET 1 OF 7 DESIGN PRESSURES CHART- PSF HEAT STRENGTIIENED LAMINATED IMPACT RESISTANT GLASS WINDOW DIMENSION ANCHOR SCHEDULE HURRICANE PROCOLCTION IS NOT I %QUIRK.D PER PER 13/4' SILL 3" SILL. WIDTH HEIGHT HEAD h SILL 'w'1B EI(T. INT. EXT. INT. SIZES MODULAR I STANDARD 74- JR 3/6- 11 6 53.33 90.00 80.00 90.00 74' 50 5/6" 11 8 53.33 90.00 80.00 90.00 m' 6 53.33 90.00 80.00 90.00 53 1/B' BP 8 9 53.33 90.00 80.00 90.00 74- II 53.33 85.20 80.00 85.20 72' 48' 11 7 53.33 90.00 80.00 90.00 411- 7 53.33 90.00 80.00 90.00 m• 60" 9 9 53.33 90.00 80.00 90.00 72' 11 53.33 90.00 80.00 90.00 WINDOW HEIGHT WINDOW WIDTH TYPICAL ELEVATION (XO) • • • • • • • • • • • • • • • • • • • • • • • •• •• FALSE MUNTINS (SURFACE•IPiIl:14 • MAY BE USED GENERAL NOTES: 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF FBC 5TH EDITION (2014). 2.- CONFIGURATIONS OX AND XO, • • • • • • • • • • • • • • • • • • • • •• • • • • • •• •• •••• • • • • • 3.- SHUTTERS ARE NOT REQUIRED. • • • • • • 4.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART. • • • • • • • 5.- FOR ANCHOR TYPE AND SPACING REFER TO TYPICAL ELEVATIONS AND SECTIONS • • ON SHEET 5 THRU 7. • • 6.- CONCRETE / MASONRY STRUCTURE FOR UNIT ATTACHMENT SMALL COMPLY WITH THE FOLLOWING REQUIREMENTS: - CONCRETE STRENGTH Fc'28 - 3000 PSI MIN. - CMU AS PER ASTM C90. CMU MUST BE 8-INCH THICK, NORMAL WEIGHT BLOCKS WITH A MINIMUM COMPRESSIVE STRENGTH OF 1.9 KSI. - FILLED CMU Ern' = 2000 PSI MIN. 7.- USE NON -SHRINK, NON-METALIC HYDRAULIC CEMENT GROUT PER ASTM C1107/C1107M STANDARD SPECIFICATION FOR PACKAGED DRY. 8.- WOOD HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PINE" C= 0.55 OR GREATER DENSITY. 9.- STEEL HOST STRUCTURE SHALL NOT BE LESS THAN 1B GAUGE. STEEL SHALL BE Fy = 36 KSI MIN. 10.- THE THICKNESS OF THE ALUMINUM HOST STRUCTURE SHALL NOT BE LESS THAN 1/8". ALUMINUM SHALL BE 6063-T6. 11.- 1% OR 2% WOOD BUCKS NOT INCLUDED IN THE SCOPE OF THIS PRODUCT APPROVAL SHALL BE PROPERLY ATTACHED TO SUSTAIN AND TRANSFER THE LOADS IMPOSED BY THE GLAZING SYSTEM TO THE STRUCTURE AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 12.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED (BY OTHERS) AS SPECIFIED IN FBC 5TH EDITION (2014). GLASS: 0.340" OVERALL LAMINATED GLASS USING TWO LITES OF 0.125" HEAT STRENGTHENED GLASS WITH A 0.090" INTERLAYER FILM DUPONT BUTACITE PER. BETWEEN THE TWO LITES OF GLASS. LAMINATED BY TECNOGLASS OR SIMILAR. Sunshine Wadies HanufIcturing, Inc. 1745 M. 3114 Place Hold* florM{�u-J1512 Pn: (3o5111 3 {n Pw:(JOS77Bdn 1 PRODUCT REVISED as complying with •4 Plonda Ouil4h,g Coda A000pmna4 No Hi.. apQ4 Product Co FRANCISCO HERNANDEZ FLORIDA PE / 51393 DRAWING No. HSO8-01 DATE: 03-14-08 SCALE 2 411- SHEET 2 OF 7 If ..................... .. ®® 0 ® Sunshine Windows Ilmulacluring, Inc. • • •••• P. (3.4,11.0,02 I • Ftn, _______,, • • • • 11 j/LL : •• • • ,••• •• ®0 WINDOW WIDTH • • • • • • • • • • • •• • • • • • • • • • d •` i OD g; 0••• (7 • • • • HORIZONTAL SECTION • • •• • • • • c� F • O11111 • •' • • • In z•p•• • m 1 O • ••• •• • © •• ...• • N 1 • • .• x I I bb Ill1 �fI 2 1114 m COMPLWICE WRH MON (2014) 1111 o B *la S* SILL RI w O 41 HOLES m _ 7-11 © (2) z WEEP © VERTICAL SECTION SILL RISER WITH 5 m g; I - m 'RODUCT / VERTICAL SECTION REVISED bc°mplr"w �te°m°d° nue Cod; %cup*. Nu OHo �II ,�� ,gI DRAWING NO. HS08-01 DATE: 03-14-OB SCALE: A,a Ceipio1 FRANCISCO HERNANDEZ FLORIDA PE i 51393 SHEET 3 OF 7 MATERIAL LIST MATERIAL LIST DEM4 PARTS ROOD. UL'SCRIITION MATERIAL. ITEMI PART• 5100. OFSCrtIPEION MATERIAL 1 SW-019 1 FRAME HEAD 8063-75 13 SW-016 1 MOVING SIDE RNL 6083-75 2 SW-019 1 FRAME SILL 8083-T5 14 5W3257 AS ROD WEATHER STRIP BULB TROLL Mfj11dOW5 3 SWiox21 1 INSERT TRACK 6063-75 15 SW-687 AS ROD LATCH ZINC $URSh106 M•MIOOtur919, Inc. 5 SW-012 2 SLIDER TOP/BOTTOM RAIL 8083-TS 18 SW-S1D 2/SILL RETICULATED FILTER FOAM • • • • • • 1745 W. ISA Nam 8 SW3019 AS ROD FIN SEAL PILE FELT 17 SW40771 1 SILL RISER 8063-15 • • • • • • Nolo* IRAlo 31012 IN (300)0a 0/ • 1 • e SW321W 2 WHEEL BRASS 18 SW-014 1 JAMB TO FIXED PANEL 6081-TS • • • 1,1300)02S-5110 ) 9 SW-017 1 MOVING MEETING RAIL 6083-T5 19 - AS ROD SILICONE PEE.-139S • • • • • • • • • O^ 1 10 SW40111 1 FIXED MEETING RAIL 6063-T5 20 SW-101 AS ROD IMPACT GLAZING BEAD 6063-T6 • • • • • e • • . 1 • 11 SW -AS AS ROD ASSEMBLY SCREWS i 8 X 1' SOS. 21 SW-STL 1 J/8' % 3/4' FLAT BAR STEEL • .3• T7T TQ • 12 SW-013 1 JAMB TO MOVING PANEL 6083-75 22 SW -AS 4 ASSEMBLY SCREWS I B X 2 1/2' S. • • • • • • • • • ��da• • • • • • • • r• G d —i 0.5121— 1.625— • • • • •• 1• • •• • • • • • •T .. .. .... 3 1650 ALUM t�L SLIIjINi VVC CAI' RESISTAN'A, • •••• . I • r f l 0.050 •• 2.,Ri j50 L150 ILN aow e r DA62 1.260 I..I37 j— 0.39. D.J95 0.750•. . 1 . • —{ 0.812 — 1.]l2 0.087 "L • • • . • • • • • • • • • • • • • • • •• SE • • • FIXED MEETING RAIL SW-40111 6063-T5 MOVING MEET NG RAIL SW-017 6063-75 JAMB SW-014 6063-T5 TO FIXED PANEL FRAM 2.077 JAMB TO MOVING PANEL SW-013 8063-76 GLAZING BEAD SW-101 6063-T5 • • • • • 2 0.082 1.8750 0.07E — — 3.062 1.00 -'��" 0.592 1.000--0.050 EAMON IN COMPLIANCE WITH EC STH EO(71ON (201.) 2.00 —{I 1.00001— L __III FRAME HEAD AND SILL SW-019 8053-T5 MOVING SIDE RAIL SW-016 6063-75 SILL RISER 5W-40771 6063-15 INSERT TRACK SW-RR221 6053-T5 SLIDER TOP AND BOTTOM RAIL SW-012 6063-T5 i 7A Obi i 8' aa' LL 2 a PRODUCT REVISED • 01WYI^9w%h the Florid. Ampu,ux 1�_ AasPMAn N� /'^ 04 ,���' 1 I , DRAWING No. HSOB-01 DATE 03-19-08 91- 2T-1 SCALE: 1 2'�1' / 4 99 Dodo ProZc CTaYroil FRANCISCO HERNANDEZ FLORIDA PE / 51393 SHEET 4 OF 7 2 1/2" MIN. • DETAIL A ATTACHMENT TO MASONRY I/4' ULTRACON 1 1/4' MIN. EMBEDMENT INTO MASONRY THROUGH I BY WOOD BUCK. (FOR LAM. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1 OF 7 AND 2 OF 7) TYPICAL FOR HEAD. I BY WOOD BUCK BY OTHERS. MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE. SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO • WINDOW INSTALLATION. 1/4' SMS THROUGH METAL. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS MID DESIGN PRESSURE CHARTS ON SHEETS 1 OF 7 AND 2 OF 7). TYPICAL HEAD. DETAIL C ATTACHMENT TO METAL STRUCTURE (STEEL OR ALUMI. 1/13' MIN. THICKNESS) = DETAIL C 1 1/4' ULTRACON 1 1/2' MIN. PENETRATION INTO WOOD. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS I OF 7 AND 2 OF 7) TYPICAL. FOR HEAD. 2 BY WOOD BUCK BY OTHERS. MUST BE PROPERLY ATTACHED TO • • • ♦ gisTRANSFER GLAZING SYSTEM LOAD�TOTryESTRUCTURE.SMALLBEy; BY BINDING OFI�OML PRIORTO WINDINSTAlATl41. •• • • • • 4. I..• •••• DETAIL S • • • AI ATTACHMENT TO WOOD • • • • • • • • • • • • • • 1/4" SMS THROUGH METAL. ♦ • • (FOR MAX ANCHOR SPACING AND NUMBER • • • OF ANCHORS REFER TO ELEVATIONS AND • • • • • ♦ • DESIGN PRESSURE CHARTS ON SHEETS • • 1 OF 4 AND 2 OF 4). • • TYPICAL. FOR HEAD. MMMI—D1DE COUNTY ARRAYED —�MUWON. (UNDER SEPARATE APPROVAL) —a I I =J ATTACHMEN' 'ID MULLION TYPICAL. HEAD SECTIONS Sunshine Windows I1KTUlocluring, Inc. 713 M. ]LC PMu 14n4a4 MON 22012 FEW (]O5.TV{ Fw{J05 TMj. o • •• • �T� V V1 q „ VD auk• 8. 0 B 1 m i PRODUCT RBVISBD complying whin Ow Hod & Bui101oy Coda A Acceptance No FRANCISCO HERNANDEZ FLORIDA PE # 51393 DRAWING No. HS08-01 DATE: 03-14—OR SCALE: 1 2'-1' SHEET 5 OF 7 • • • • 2 1/2" MIN. 1/4' ULTRACON 1 1/4" MIN. EMBEDMENT INTO MASONRY (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHANTS ON SHEETS 1 OF 7 MD 2 OF 7) TYPICAL FOR SILL ONLY. DETAIL D ATTACHMENT"TO PRE -CAST SILL I/4' SAES THROUGH METAL (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1 OF 7 AND 2 OF 7). TYPICAL FOR SILL. DETAIL 0 A'ITACIIMENTTO METAI. S'ITI.UCI'URE (STEEL OR ALUM. I/8" MIN. THICKNESS) ORI W%. NON -SHANK GROUT OR 1' BY WOOD BUCK 2 1/2" MIN. 1/4" ULTRACON 1 1/4" M N. EMBEDMENT INTO MASONRY THROUGH BY WOOD BUCK OR NON -SHRINK NON-METALLIC GROUT (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS I OF 7 AND 2 OF 7). TYPICAL FOR SILL ONLY. DETAIL I? ATTACHMENT TO MASONRY MIAL11-DADE COUNTY APROVED _MULLION. (UNDER SEPARATE APPROVAL) I I 1/4' SMS THROUGH METAL. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1 OF 7 AND 2 OF 7). TYPICAL FOR SAL. DETAIL G I ATTACHMENT TO MULLION (STEEL OR ALUM. 1/e' MIN. THICKNESS) TYPICAL SILL SECTIONS • • • • • • • • • • • • • •• • • • • MLST • Ipovi POPERLYB ATTACHED TO • • T@Ay$ aG([SING SYSTEM LOMS •BY BUILDING1 STn�TURE . PRIO BT AP OVEO BY I•S ULAT1ON. PRIOR TO 1�I.1• •iTALUTION. • • • • • • • • 1/4" SMS 1 1/211.ItM4P•NETRATION INTO Y,•OR• • (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFJ�TISHE AND • • • 1 O2ORREE SHEETS • • • 1 OFI7 AND 2 OL • • • • • • TYPICAL FOR AL, • • • • • • • • DETAIN. N ATTACIIMHNTrO WOOD* • • • • •• • '0.0DULTRIIVISEU 14 complying with RA Models Niildlas C• NLOR tame No�(,"[�. JY )1 of Dodo NUJuctCon • • • • • • • (I-18— FRANCISCO HERNANDEZ FLORIDA PE / 51393 Sunshine Windows Manufacturing, Inc. 1745 15 SMA Place IeclwA Red. ST012 PR Fa4:(JOS o-51r • 1 • 0 • h••• • 1 • • 1 • �•• • 4:1!IP • C2 11:1*••• u • w • 0 ,YI••• iTa Qi 1 n �• •• 6 3 z a 6 J. DRAWING No. HS08-0 1 DATE: 03-14-08 SCALE: 1 2'-1' SHEET 8 OF 7 1/4" MAX._ 2 T WOOD BUCK BY OTHERS. SHM E SP QC MUST BE PROPERLY ATTACHED TO • TRANSFER GLAZING SSHILLOADS 1/MAX. TO THE STRUCCTURE. SHALL BE APPROVED SHINM SPACE ( 1/2 BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. III 3 �II- IN _.- 1/4" SMS I 1/2" MIN. PENETRATION INTO WOOD. (FOR MAX. ANCHOR SPACING AND NUMBER ANCHORS REFER TO ELEVATIONS AND • • • • SMS THROUGH METAL• • Sunshine windows 4GnUi0C)UIU19 Inc. IT'S W. lTb Pl1u UA1I1 IM'M1 Aw11 i'I 1 1/4" DOFE DESIGN PRESSURE CHARTS ON SHEETS 1/4' MIMI[R p�: (,IpyNy y9y • 1 MIN. I OF 7 AND 2 OF 7). �Ofl MAX. 5 FE SPACING MID �F ANC S FFJ(TO ELEVATKNES AND Fo..(]os)RO -SST 1 1: J r,,,r,,.,rr ,r„ -" """""'` 1/4" TAPCONS 1 1/4- MIN. EMBEDMENT TYPICAL FOR JAMBS. lSE$LGjL FRESE ClWL1S ON �NEE75 • • �r INTO BUCK AND OF 7). • • • O^ 11 NOMN SHRINK NON METALLIC GROUT DETAIL I TYPICAL FOR JAMBS. • • • • • • • r 1 J1I�1 z N (FOR MAX.O ANCHOR SPACING AND NUMBER TO WOOD OF ANCHORS PRESSURE CHARTS ELEVATIONSHAND DESIGN ON SHEETS 1 OF L AND 2 OF 7). TYPICAL FOR JAWS.QIr DETAIL • • • • • • • • • • • • • • �(• �� • 0 1 • • 1 1 . ATTACHMENT TO METAL SI'RUCT(!(t • • • • • • [>• = • 1 1 (STEEL OR ALUM. 1/8" MIN. THICKNESS) • •• • • • • t DETAIL •• •• • • • • LIES 1650 AL1 41, SLIi1N LOT RESOSTY,I • • •4 •I • It • ATTACHMENT TO MASONRY • GLAZING DETAIL • • • • • • • • • • • 4 1/4' SIAS THROUGH METAL AR (FOR M. ANCHOR SPACING MO NUMBER OF ANCHORS REFER TO ELEVATIONS AND 0.090" DUPONT 1 // HT STREN0"GTHEEANED 1 BUTACITE Fil PVT) I/B" HEAT STRENGTHENED • • • • • • • • • t • • • • • • • I IA -tE )E1 GO • 4 • la 4 4 I DESIGN PRESSURE CHARTS ON SHEETS 1 OF 7 AND 2 OF 7). TYPICAL FOR JAMBS. MIAMI-DADE COUNTY APROVED �MULLON. (UNDER SEPARATE APPROVAL) = ITT ]/8" GLASS BITE �'�'I (TIPICAL) 44'„=1+INI� 1�' L1.1 SIUCONE PECORA 895 SION GUNGE THIS SHEET 032 $ 8 i I I I I GLAZING: 0.340" OVERALL LAMINATED GLASS USING TWO UTES OF 8 i 1ILn1R 0.125" HEAT STRENGTHENED GLASS WITH A 0.090" INTERLAYER M:Y..( FILM DUPONT BUTACITE FVB, BETWEEN THE TWO LJTES OF GLASS. a Y m �_ f_ LAMINATED BY TECNOCLASS OR SIMILAR I a TRODUCTRBVIN DRAWING No. ATTACHMENT TO MULLIONS DETAIL _ ith De oA4 iiallogC m i t�lf HS08-01 acceplw'o No �o4 ate IzD',B 1 •, RATE: 03-14-08 4- 7- f I SCALE: I z•1 TYPICAL JAMB SECTIONS A Ad1 COMM FRANCISCO HERNANDEZ FLORIDA PE i 51393 SHEET 7 OF 7 Date Company Name Address City State MECAWind Version 2.1.0.6 per ASCE 7-10 Developed by MECA : 5/4/2017 Enterprises, Inc. Copyright 2017 E,;w,;,;ae•er.tc=r-�ri _�.,r_ n! ,_„ s e Project No. . Designed By . Description . Customer Name : Proj Location : Directional Procedure All Heights Building (Ch 27 Part 1) All pressures shown are based upon ASD Basic Wind Speed(V) = 175.00 mph Structural Category = II Natural Frequency = N/A Importance Factor = 1.00 Alpha 9.50 At = 0.11 Am = 0.15 Cc = 0.20 Epsilon = 0.20 Slope of Roof = 0.71 : 12 Ht: Mean Roof Ht = 10.00 ft RHt: Ridge Ht = 11.00 ft OH: Roof Overhang at Eave= 2.00 ft 2 Bldg Length Along Ridge = Gust Factor Category I Rigid Gustl: For Rigid Structures Design, with a Load Factor of .6 Exposure Category = C Flexible Structure = No Kd Directional Factor = 0.85 Zg = 900.00 ft Bt = 1.00 Bm = 0.65 1 = 500.00 ft Zmin = 15.00 ft Slope of Roof(Theta) = 3.39 Deg Type of Roof = Gabled Eht: Eave Height = 9.00 ft Roof Area = 4925.00 ft" 72.83 ft Bldg Width Across Ride=• Structures - Simplified Method (Nat. Freq.>1 Hz) use 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm; 0.6*Ht lzm: Cc*(33/Zm)^0.167 Lzm: 1*(Zm/33)^Epsilon Q: (1/(1+0.63*((B+Htl/Lzm)^0.6 11^0.5 Gust2: 0.925*((1+1.7*izm*3.4*Q)/(i+1.i*3.4*lzm)) Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCPi : Internal Pressure Coefficient Figure 27.4-1 External Pressure Coefficients Cp - Loads on Main Wind -Force Resisting Systems -•••Q•P •••• • • =••is.00 ft •.4217.06 "'•0. 91 s • .• '-- U.. 8 8 • • •'. •• • = 0.85 GCpi = +/-0.18 •••• 63.50•ft' •• • • • • • • • • • • •••• • • • ft+• • • • • • ••• • • • •• • • •• • • • • • • ••••.. •'• • • •••.•• • • S Kh: 2.01*(Ht/Zg)^(2/Alpha) Kht: Topographic Factor (Figure 6-4) Qh: .00256*(V)^2*I*Kh*Kht*Kd Cpww: Windward Wall Cp(Ref Fig 6-6) Roof Area Reduction Factor based on Roof Area •.•• • =• �4..85 •. ••.•' = 0� 1 .00 •�'.'• 2•.I .94 psf• • :•••Q'80 • y••4g�5.00�±•t 2 =•••4.80 • •••. MWFRS-Wall Pressures for Wind Normal to 72.83 ft wall (Normal ta•Ridge) '••' • Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) Leeward Wall Side Walls Wall -0.50 -20.53 -0.70 -26.30 -8.32 =14.09 Elev Kz Kzt qz Press Press Total ft psf +GCpi -GCpi +/-GCpi Windward 11.00 0.85 1.00 33.94 16.97 29.19 37.51 Note: 1) Total = Leeward GCPi + Windward GCPi Roof - Dist from Windward Edge Cp Pressure Pressure +GCpi(psf) -GCpi(psf) 0.0 ft to 5.0 ft 5.0 ft to 10.0 ft 10.0 ft to 20.0 ft 20.0 ft to 63.5ft -0.90 - 0.90 -0.50 - 0.30 - 32.07 - 32.07 - 20.53 -14.76 -19.86 -19.86 - 8.32 - 2.55 • • • • • • • • • • I. • NWFRS-Wall Pressures for Wind Normal to 63.5 ft wall (Along Ridge) Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) Leeward Wall -0.47 Side Walls -0.70 - 19.69 -7.47 - 26.30 -14.09 • • • • 000 • • • • : • • • • • • • ••••.• • •• • • • • Wall Elev Kz Kzt qz Press Press Total ft psf +GCpi -GCpi +/-GCpi Windward 11.00 0.85 1.00 33.94 16.97 29.19 36.66 Note: 1) Total = Leeward GCPi + Windward GCPi Roof - Dist from Windward Edge Cp Pressure Pressure +GCpi(psf) -GCpi(psf) 0.0 ft to 5.0 ft 5.0 ft to 10.0 ft 10.0 ft to 20.0 ft 20.0 ft to 72.8 ft - 0.90 -32.07 -19.86 - 0.90 -32.07 -19.86 - 0.50 -20.53 -8.32 -0.30 -14.76 -2.55 • • • • • •• • •••••• • •••••• •••• • • •• • • • • •• • •••••• •• • • • •••• • • •••••• • • • • •••••• • • •• ♦• •••••• • • • • • • • • • • •• • • ogee* • • • •• • • • • •••06 • ••••• • • •••••• • •.. • •••••• • • •••••• • • MECAWind Version 2.1.0.6 ASCE 7-10 Developed by MECA Enterprises, Inc. Date : 5/4/2017 Company Name : Address City State • • • • Walls Roof not shown Copyright 2017 www.m caen'eprises. � r� Project No. Designed By Description Customer Name : Proj Location : • • • • 1 3 2 1 '2 r3 Gable Roof 0.-.= • • • •s • Wind Pressure on Components and Cladding All pressures shown are based upon ASD Design, with Description Width of Pressure Coefficient Zone "a" Width Span ft ft Area Zone Max Min ft^2 GCp GCp • •a•♦•• • (Ch 30,f"ert. 1). a Load Fa'cseer of • ♦ •r•• r• • • • • = 4 HR ZONE 4 HR ZONE 5 HR - 5050 ZONE HR - 5050 ZONE HR - 5040 ZONE HR - 5040 ZONE HR - 5030 ZONE HR - 5030 ZONE HR - 34 ZONE 4 HR - 34 ZONE 5 HR - 23 ZONE 4 HR - 23 ZONE 5 DOOR 1 - ZONE 4 DOOR 1 - ZONE 5 DOOR 2 - ZONE 4 DOOR 2 ZONE 5 DOOR 3 - ZONE 4 DOOR 3 - ZONE 5 4 5 4 5 4 5 8.70 8.70 6.20 6.20 6.20 6.20 6.20 6.20 4.42 4.42 3.10 3.10 6.00 6.00 3.00 3.00 2.70 2.70 4.20 4.20 5.30 5.30 4.20 4.20 3.20 3.20 4.20 4.20 3.20 3.20 6.70 6.70 6.70 6.70 6.70 6.70 36.5 36.5 32.9 32.9 26.0 26.0 19.8 19.8 18.6 18.6 9.9 9.9 40.2 40.2 20.1 20.1 18.1 18.1 4 5 4 5 4 5 4 5 4 5 4 5 4 5 4 5 4 5 0.81 0.81 0.82 0.82 0.83 0.83 0.85 0.85 0.86 0.86 0.90 0.90 0.80 0.80 0.85 0.85 0.86 0.86 -0.90 - 1.08 -0.91 - 1.10 -0.92 - 1.13 - 0.94 - 1.17 -0.95 - 1.17 - 0.99 -1.26 - 0.89 - 1.07 - 0.94 - 1.16 -0.95 - 1.18 ft ••o .•• Max P •.M. n•P psf • psf, w i 33 . 62•,,; 36:68 33.62 33.87 33.87 34.41 34.41 35.05 35.05 35.21 35.21 36.66 36.66 33.40 33.40 35.02 35.02 35.27 35.27 - 42.80 - 36.92 -43.30 -37.47 - 44.39 - 38.11 - 45.67 - 38.26 - 45.98 - 39.71 - 48.88 -36.45 - 42.36 - 38.08 -45.60 - 38.32 - 46.10 a• • • • • •• • • • . •••••• • ••• • • • •r Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.85 Qhcc:.00256*V^2*Khcc*Kht*Kd = 33.94 psf •••••• • • • • • • • • ••••• • •• ••••a• • • •••••• • •