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WS-15-1010ami Shores Village REcE.Tv �dl NOV5 2015 ING ERMIT APPLICATION ❑BUILDING ['PLUMBING JOB ADDRESS: 14.01 A ¢. ding 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 BY. FBC2010 Master Permit No. w) S - I - j S- /0(0 Sub Permit No. ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION ❑RENEWAL ❑ MECHANICAL ❑ PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS 101/47 S'/C S County: Miami Dade Zip: City: Miami Shores Folio/Parcel#: -2,13te -O'oSo Occupancy Type: Load: Q 54:0;z• Is the Building Historically Designated: Yes NO Construction Type: Flood Zone: OWNER: Name (Fee Simple Titleholder): 44t CLD\ \� Address: 1 fol ,1 t O Sp bk CaLSC City: State: Zip: 3 3 (� Tenant/Lessee Name: Phone#: Email: BFE: FFE: Phone#: 3GS q caq 35✓ CONTRACTOR: Company Name: Address: 3 3 So City: .th`(cnO Qualifier Name: State Certification or Registration #: DESIGNER: Architect/Engineer: w •� L.zs Phone#: r .3CN cN S2 - State: Zip: 33o \Z Phone#: Certificate of Competency #: Phone#: State: Address: City: Value of Work for this Permit: $ Type of Work: ❑ Addition Description of Work: Zip: Square/Linear Footage of Work: ] Alteration ❑ New ❑ Repair/Replace ❑ Demolition Specify color of color thru tile: /� Submittal Fee $ Permit Fee $ 3 S • W CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $30 • r\ \ Bond $ TOTAL FEE NOW DUE $ la �Y • (Revised02/24/2014) Bonding Company's Name (if applicable) Vintling Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature GENT The foregoing instrument as acknowledged before me this day of r✓e!N'JOc��. , 20 M , by ,-lac,J ea , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: if . 4 /Killt if5r:Bet!:::, QP; GRISELL ESTUPINAN Notary Public • State of Florida Comm ss on omm. Expires May 17, 2019 Bonded through Natl **********************.****** Signature The foregoing instrumen was acknowledged before me this day of 1)14/72 , 20 /1 , by 42 , who is person known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: /if GRISELL ESTUPINAN 1• aeo o a • Commission 0 FF 192858 d�e.' ' y omm. Expires May 17, 2019 '•,,,�•.Bonded through National Notary Assn. *• *r******a******•...................**********************************yrs j/ F APPROVED BY iW 1 Plans Examiner (Revised02/24/2014) Zoning Structural Review Clerk r INSPECTION REPORT To: City of Miami Shores Building Department From: Enrique Febles, P.E. Property Owner: Seraj Saba Property address: 161 NE 106 ST Miami Shores, FL 33188 RE: Replacement of existing windows and door. Dear Building Official: October 20, 2015 This document (total of two pages) is to certify that I have inspected the above mentioned property on October 19, 2015. The center of this inspection was the existing windows and door on the front side of the house that are going to be replaced by new ones. Due to existing site conditions the side anchorage of the new elements to the supporting structure has to be modified from that one indicated on the Miami -Dade Product Approval No. 15-0120.03 for the windows and 14-0109.06 for the entrance door. In all cases where the gap between the new windows or door frame and the existing masonry wall is wider than what it is specified in the corresponding product approval the owner/contractor must follow the indications from attached detail (page two of this document) in order to meet the design requirements. Note: My statement is based on the visual inspection of the structure and on exposed areas that were made available for this inspection. To the best of my knowledge and ability, this report represents an accurate appraisal of the present condition of the building based upon a careful evaluation of observed conditions at the time of the inspection, to the extent reasonably possible. No warranties or representation are intended nor should any be construed for any part of • the structure not described in this letter and its attachments. — ' •• • • • • ••• • • • Sincerely, Enriqu: Febles, P.E. FL: Lic. No. 67341 Tel.: (786) 897-5454 RECEI V' NOV 0 52015 BY: • • ••• • • • .••• •••. • • • • • • •••• ..•• • ••• • • • • • •• •• •• • • • • • • • • •• • • • • • •. • • •• • • •• •• • _BUILDING REVIE APPROVED DATE, • •• • • • NOTES: 1. IT IS THE CONTRACTOR AND OWNER RESPONSIBILITY TO OBTAIN ALL REQUIRED PERMITS FROM THE CORRESPONDING F'LF MII IINIi AGENCIES. 2. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSION BEFORE FABRICATION OF ANY PROPOSED ELEMENT 41 WINDOW --ANCHORED TO A NEW 1"x3ix36 MULLION II N -IL. — — i „....,...,.... N 37"Y N g, ;I 2.-,.�.----: ..x..-, ,.mal,...-.�..�-�.x—.saa� �. qi 1 s< n.,ll.n II 4x3"x36" MULLION BY 4 E.S. WINDOWS, LLC., N.0A 14-0731.06. LWITH ANCHOR TYPE B EXISTING WALL FILL it NEW MULLION ANCHORAGE DETAIL FOR NEW WINDOWS (ELEVATION) I— I— —4 r--' t-- —1 EXISTING STRUCTURE p , TO REMAIN I--4 DETAIL A -A N.T.S. NEW WINDOW ANCHORED TO A NEW 1 "x3"x36 MULLION 1'x3"x36" MUWON BY E.S. WINDOWS, LLC., N.OA 14-0731.06. WITH ANCHUH ITI't H PROJECT LOCATION oomp.1 Prig. _fes. al MO .w" .11050. LOCATION SKETCH SCALE: N.T.S. 2'x5"x37- iYii)LLIUN dr E S. WINDOWS, LLC., N OA 14-0731.06, '117234NCHOR TYPE 8 a.-m.-.otkw.�aa "dEW DOOR ANCHORED TO A NEW 2"x5x37 li NEW MULLION ANCHORAGE DETAIL FOR NEW DOOR (ELEVATION) • • • • • •• • 7771:7717 • i` : i Hyl ---EXISTING ESNCIIETE' AI srRUCTgIf• • •- • • ,• • -• ••••. •• 2"x5.763/7".1114:110 BYY • E.S. WINDOWS SLC., • ' N.0A• r4—C7;J1.06, WITH • • ANCHQR)1016 8 / • • • • NEW DOOR ANCRORED 7d • • • A NEWI.2"x5"x67 MUWON • • • •• • • • • • •• M M M w 0 ST 'MIAMI tO w Z 6.0 1 NEW WINDOWS ANCHORAGE DETAIL REVISIONS No. DESCRIPTION DESIGN BY: E.F. DRAWN BY: E.F. REVISED BY: E.F. •• • • • •• • • `� • viwm� QI .s111• O• ••• DETAIL B -B N.T.S. • • • • • • o>J z W LL DATE: 10-20-2015 SCALE: AS SHOWN NOTE: TRIS PLAN IS NOT CONSIDERED COMPLETED UNTIL SICNED AND SEALED BY THE MATER AhL REVIEWED AND APPJW,ED DY SDE F,ORRAWivNDii+v, SHEET: 1 OF 1 PERYI77I1IC AGSA.IES Date: 09/12/2015 Fermin Martinez Engineer 7590 SW 82 St Miami, FL 33176 CEL 305-2983216 P.E.19363 CERTIFICATE LETTER CITY OF MIAMI SHORES, FL. OWNER: SECTION M. INC. ADDRESS: 161 NE 106 STREET MIAMI SHORES, FL. CONDITIONS OF MODIFIED OPENING (REINFORCEMENT FOR NEW SLIDING DOOR INSTALLATION): DEAR SIR / MADAM: I HEREBY A '"TEST THAT TO THE BEST OF MY KNOWLEDGE AND PROFESSIONAL JUDGMENT, THE WORK PERFORMED DURING THE MODIFICATION OF THE EXISTING OPENING, SATISFIES THE REQUIREMENTS SPECIFIED ON THE PRODUCT APPROVAL AND THE FLORIDA BUILDING CODE FBC 2014 TO INSTALL THE NEW SLIDING DOOR CORRECTLY. ORIGINAL STRUCTURE: 1941 (SOUTH FLORIDA BUILDING CODE) AS PER PUBLIC RECORDS. REFERENCE CODE: CURRENT FBC 2014. METHODOLOGY: VISUAL RESPONSE AND INFORMATION PROVIDED BY OWNER. MODIFICATIONS: NEW BEAM HEADER: NEW 4" X 6" PT WOOD BEAM (HEADER) CONNECTED TO CONCRETE WALLS WITH SIMPSON GAUGE 12 (3) HRS8 CONNECTORS AND (2) SIMPSON GAUGE 16 (1) ST18 CONNECTORS. • . • DOOR JAMB (LEFT SIDE): • • NEW 4" X 6" PT WOOD JAMB CONNECTED TO CONCRETE WALL WITH 1/4" DIAM.•�K1'"LON6, ANCHORS . • @ 12" O.C. .• • • .... •... • • DOOR JAMB (RIGHT SIDE): ' • • ••• NEW (2) 2"x 6" P.T. CONNECTED TO WALL WITH 1/4" DIAM. X 6" LONG, ANCHORS •� •12" O. . • • • . • • • • • • • • • • . . •• • • ••• • • • Engineer's impressed Seal and signature: FERMIN MARTINEZ 7590 SW 82 ST Miami, FL 33176 CEL 305-2983216 .E. 19363; , A L *E N�" A, ,ts,oittE • • • • • •• • • •••• • • •••• • • ••• . • • • • • • • • • • • •• • • • • • • • •••• • • •••• • ••• • • • •• • • • • • • • • • • • • • ••• • • • • • OPENING REINFORCEMENT DETAIL (For new sliding door installation.) SIMPSON GAUGE 12 (2) SIMPSON GAUGE 16 (1) HRS8 CONNECTORS ST18 CONNECTORS ST G OAM ORI AV (1) 4"x HEADER 1/4"0 x 5" LONG, ° DOOR BUCK ANCHORS ®12" 0.C.v ° (1) 4"x 6" P.T. CONNECTED TO WALL 1/4"e x 6" LONG, ANCHORS ® 12" O.C. DOOR 64 —1/2" / NS . YP e° --1-�- WIDTH OI J v , 11 1 O o _ 0 Eo©w 1 •• ANCHORS ®12" O.C.• •• • . • 4040 , 1 ° EXISTING CONCRETE WALL o . ° a a ° o 1XISTING CONCRETE WALC.° Q. p••a.•. �(�Ok OE {NAL OT:}•. o . a. °- °•. '..a..° ..e.a. (ORIGINaAL CONST.) . b < • • • 4 • 4 • • • • • • • • • • • • • •• • • • •• •• 0400 • • • • 000 • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • •0• • • EXHIBIT "A" .• . • . . .. • • • • .... •... 1 • • .• •••• •••• • •• •• • • •• ......• • .. . • • • • • • • .. • • • •• 1 . ..• • • • • • Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-239553 Permit Number: WS -4-15-1010 Scheduled Inspection Date: July 30, 2015 Inspector: Rodriguez, Jorge Owner: Job Address: 161 NE 106 Street Miami Shores, FL 33138-2036 Project: <NONE> Contractor: HORIZON WINDOWS CORP Permit Type: Windows/Shutters Inspection Type: Window Door Attachment Work Classification: Window/Door Replacement Phone Number (786)408-3661 Parcel Number 1121360060380 Phone: (786)298-6941 Building Department Comments WINDOWS & DOORS REPLACEMENT Passed Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments CREATED AS REINSPECTION FOR INSP-239034. CREATED AS REINSPECTION FOR INSP-238481. CREATED AS REINSPECTION FOR INSP-233572. No access Not ready WINDOWS ONLY Need letter from Eng/ Arch for structural attachment with 2 X Lerr-4- FrA)atosE5 W(e)1,06. July 29, 2015 For Inspections please call: (305)762-4949 Page 20 of 40 INSPECTION REPORT July 20, 2015 To: City of Miami Shores Building Department From: Enrique Febles, P.E. Property Owner: Seraj Saba Property address: 161 NE 106 ST Miami Shores, FL 33188 RE: Replacement of existing windows. Dear Building Official: This document (total of two pages) is to certify that I have inspected the above mentioned property on July 18, 2015. The focus of this inspection was the new windows that are been installed as a replacement of the existing ones. Due to existing site conditions the side anchorage of these new elements to the supporting structure has to be modified from the one described in the Miami -Dade Product Approvals No. 14-1204.11 . The cases in which the existing gap between the new windows and the existing masonry wall is wider than what it is specified in the product approval must be addressed as indicated on attached detail (page two of this document). To the best of my knowledge and professional judgment, I certify that the windows and doors will meet the design requirements after implementing the modification above mentioned. My statement is based on the visual inspection of the structure and on exposed areas that were made available for this inspection. Note: To the best of my knowledge and ability, this report represents an accurate appraisal of the present condition of the building based upon a careful evaluation of observed conditions at the time of the inspection, to the extent reasonably possible. No warranties or representation are intended nor should any be construed for any part of the structure not described in this letter and its attachments. FL. Lic. No. 67341 PROJECT LOCATION EXISTING BLOCK WALL STRUCTURE Kti LOCATION SKETCH SCALE: N.T.S. NEW WINDOW ANCHORED TO NEW 2x4 AS PER DETAILS ON PRODUCT APPROVAL No.14-1204.11 WOOD 3UC K NEW 2x4 No.2 PT WOOD BUCK WITH 1/4"0 x2-3/4" LONG TAPCONS (NOA No.12-0816.06) © 6" c/c STAGGERED. A\CHOAGE DETAIL N.T.S. NOTES: 1. THIS PLAN IS NOT CONSIDERED COMPLETED UNTIL SIGNED AND SEALED BY THE ENGINEER AND REVIEWED AND APPROVED BY THE CORRESPONDING PERMITTING AGENCIES. 2. IT IS THE CONTRACTOR AND OWNER RESPONSIBILITY TO OBTAIN ALL REQUIRED PERMITS FROM THE CORRESPONDING PERMITTING AGENCIES. Z W co M M M (1) w cc 0 V) a H V) cD 0 w z CD NEW WINDOWS ANCHORAGE REVISIONS No. DESCRIPTION DESIGN BY: E.F. DRAWN BY: E.F. REVISED BY: E.F. DATE: 7-20-2015 SCALE: AS SHOWN SHEET: 1 OF 1 TAPCON® with ADVANCED THREADFORM TECHNOLOGY' GENERAL NOTES; 1. THIS PRODUCT HAS BEEN DESIGNED &TESTED IN ACCORDANCE WITH THE STRUCTURAL PROVISIONS OF THE 2007 & 2010 FLORIDA BUILDING CODE, FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE, AND THE FOLLOWING STANDARDS: ASTM E488, ASTM G85, & TAS 114. 2. ANCHOR INSTALLATION SHALL BE MADE IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS AND THIS NOTICE OF ACCEPTANCE. 3. CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS, WITH STRENGTH PROPERTIES AS SPECIFIED HEREIN. CONCRETE BLOCK SHALL CONFORM TO ASTM C-90. 4. ANCHORS REPRESENTED IN TABLES 1-4 ARE MANUFACTURED FROM HEAT-TREATED STEEL WITH AN ALTERNATING HIGH -LOW ADVANCED THREADFORM TECHNOLOGY. ANCHOR YIELD STRENGTH Fy=100 KSI, ULTIMATE STRENGTH Fu=125 KSI. HEAT TREATED STEEL ANCHORS SHALL HAVE THE CORROSION -RESISTANT COATINGS AS DESCRIBED BELOW IN COMPLIANCE WITH THE FLORIDA BUILDING CODE: • SILVER & WHITE ULTRASHIELD • BLUE & SILVER CLIMASEAL 5. ANCHORS REPRESENTED IN TABLE 5 ARE OF 410 STAINLESS STEEL ALLOY WITH AN ALTERNATING HIGH -LOW ADVANCED THREADFORM TECHNOLOGY AND SHALL HAVE A CLIMASHIELD CORROSION -RESISTANT COATING IN COMPLIANCE WITH THE FLORIDA BUILDING CODE. ANCHOR YIELD STRENGTH Fy=100 KSI, ULTIMATE STRENGTH Fu=125 KSI. 6. PILOT HOLES FOR ALL INSTALLATIONS SHALL HAVE A DEPTH 1/4" LONGER THAN INDICATED EMBEDMENT DEPTH WITH THE FOLLOWING PILOT HOLE SPECIFICATIONS: 6.1. 3/16" ANCHORS: 5/32" TAPCON DRILL BIT 6.2. 1/4" ANCHORS: 3/16" TAPCON DRILL BIT 7. ALLOWABLE LOAD SHOWN=ULTIMATE LOAD DIVIDED BY 4.0 FOR SOLID NON -CRACKED CONCRETE SUBSTRATES, 5.0 FOR HOLLOW BLOCK SUBSTRATES. NO ALLOWABLE STRESS INCREASE HAS BEEN USED IN PREPARATION OF THIS DOCUMENT. 8. ANCHORS SHALL NOT BE INSTALLED IN CRACKED CONCRETED SUBSTRATES, AS DEFINED IN ACI 355.2. 9. ANCHOR EDGE DISTANCES, EMBEDMENTS, AND SPACINGS BELOW THOSE SHOWN IN DESIGN TABLES HEREIN ARE NOT ACCEPTABLE. 10. ALLOWABLE LOAD CAPACITIES TO SUBSTRATES THAT ARE NOT SHOWN IN THE DESIGN TABLES LISTED HEREIN ARE OUTSIDE THE SCOPE OF THIS CERTIFICATION AND SHALL BE DETERMINED BY A LICENSED PROFESSIONAL ENGINEER. 11. ANCHOR VALUES LISTED HEREIN ARE DETERMINED THROUGH TESTING REPORT DATA AND CHECKED FOR CONSISTENCY WITH EACH TEST PERFORMED. 12. REFERENCE THE FOLLOWING TEST REPORTS: • CEL CONSULTING #4I131werc (4/29/2005) •• #4I131werc SUPPLEMENT 6519 (5/19/2006) •• #718153 (01/31/2007) • PRI ASPHALT TECHNOLOGIES, INC. •• #ITW-002-02-01 12/1/2004 •• #ITW-003-02-02 6/15/2006 •• #ITW-003-02-03 6/15/2006 •• #17W-003-02-04 6/15/2006 • PRI CONSTRUCTION MATERIALS T CHNOLOGIES, INC. •• #ITW-004-02-01 (11/14/2006) HEAD HEIGHT -f-{ VARIES CONCRETE & MASONRY ANCHOR THREAD LENGTH _ \f Sd ADVANCED THREADFORM (SHANK DIAMETER) TECHNOLOGY TAPCON WITH ADVANCED THREADFORM TECHNOLOGY 1:1 SCALE SIDE VIEW //SEE ANCHOR DIAMETER\ / TABLE FOR DIMENSIONS �\ r rrr r _ ADVANCED THREADFORM / TECHNOLOGY / ANCHOR DIAMETER ANCHOR TYPE D (NOMINAL DIAMETER) Sd (SHANK DIAMETER) MINIMUM BASE PLATE CLEARANCE HOLE DIAMETER Td Rd (THREAD DIAMETER) (ROOT DIAMETER) 3/16' TAPCON 0.1875' 0.145" 0.250" CONTACT ITW BUILDEX FOR SPECIFIC ANCHOR DIAMETER INFORMATION 1/4" TAPCON 0.250" 0.190' 0.3125' HEAD STYLE OPTIONS SLOTTED HEX PHILLIPS PHILLIPS HEX HEAD WASHER HEAD FLAT HEAD PAN HEAD MARKINGS CD MAXI -SET HEX SCOTS STAINLESS STEEL 'PHILLIPS HEAD WASHER HEAD HEAD WITH WASHER MARKINGS LP ANCHOR HEAD DIMENSION HEAD STYLE HEAD HEIGHT HEAD DIAMETER 3/16" PFH 0.120" 0.357' #12 PFH 0.148" 0.414' 1/4" PFH 0.148' 0.471' ANCHOR HEAD DIMENSION HEAD STYLE HEAD HEIGHT ACROSS FLAT . WASHER DIAMETER 3/16" HWH 0.140" 0.246• 0.355" 1/4" HWH 0.180" 0.308' 0.415" 1/4' MAXISET 0.225" 0.308" 0.630" 1/4" SCOTS 0.280" 0.308' 0.587' eingl/ies weft die PPII'E MAIM" Cook Aa'P/IrPi j hI' p 6 e,a+r+I.eR+P EXTERIOR FINISH CONCRETE OR HOLLOW BLOCK SUBSTRATE PILOT HOLE SEE GENERAL NOTES FOR PILOT \\ �-1 0.25 HOLE SPECIFICATIONS_. MIN. TYPICAL SECTION 1:1 SCALE SIDE VIEW ANCHOR LENGTH PART LENGTH THREAD LENGTH 3/16" TAPCON 1/4" TAPCON 1-1/4" FULL THREAD FULL THREAD 1-3/4" 1-5/8" 1-5/8" 2-1/4" 1-5/8" 1-5/8' 2-3/4" 1-5/8" 1-5/8" 3-1/4" 1-5/8" 1-5/8" 3-3/4" 1-5/8" 1.5/8' 4" 1-5/8" 1-5/8" fi" A 2-1/8' 6" � 1-5/8' LONG THREAD ANCHOR LENGTH PART LENGTH THREAD LENGTH 3/16" TAPCON 1/4" TAPCON 1-3/4" FULL THREAD FULL THREAD 2-1/4" 2-1/8" 2-1/8" 2-3/4" 2-1/8" 2-1/8" 3-1/4' 2-1/8" 2-1/8' 3-3/4' 2-1/8" 2-1/8" 4" 2-1/8" 2-1/8" fi" `�/ 2-1/8' - DESIGNATES UNAVAILABLE LENGTHS 1 6 a d z 1 d 6 1 d 1 rip E !ME 1..1E1 �fp WPYRHRFRNNLEBIWOOPE 06-ITW-0001 MrALtr 105 PAYE DESCRIPTIONr STEEL ANCHORS TO NORMAL WEIGHT CONCRETE 0 TENSION CAPACITIES BASED ON EMBEDMENT, EDGE DISTANCE & SPACING FOR SINGLE ANCHORS lb SHEAR CAPACITIES BASED ON EMBEDMENT, EDGE DISTANCE & SPACING FOR SINGLE ANCHORS 2000 PSI CONC (S=1613) 2000 PSI CONC (S>16D) 4000 PSI CONC 5000 PSI CONC (521613) ANCHOR DIAM EMBED51613) EDGE DIST 3/16" 1" 1" 1251b 1251b 1418, 141 Ib 17/8" 136lb 164Ib 1681b 2101b 1 1/2" 1" 243 b 243 Ib 279Ib 318 Ib 1 7/8" 268 b 278 Ib 279 Ib 327 Ib 1 3/4" 1" 327 b 3581b 360 Ib 390 Ib 1 7/8" 327 b 390 Ib 401 Ib 433 Ib 1/4" 1" 1 1/4" 1711b 174Ib 194 Ib 2371b 21/2" 1711b 1881b 199 Ib 2371b 1 1/2" 1 1/4" 313 b 313Ib 449 Ib 51915 2 1/2" 346 Ib 3461b 454 b 545 Ib 1 3/4" 1 1/4" 443 b 465 Ib 543 b 5431b 2 1/2" 443 b 508 Ib 594 Ib 707 Ib lb SHEAR CAPACITIES BASED ON EMBEDMENT, EDGE DISTANCE & SPACING FOR SINGLE ANCHORS SHEAR ®TENSION, SHEAR CAPACITIES (REDUCED) BASED ON EMBEDMENT, EDGE DISTANCE & SPACING FOR PAIRS OF ANCHORS' 2000 PSI CONC OR GREATER ANCHOR DIAM 2000 PSI CONC (S=16D) 2000 PS1 CONC (S>16D) 4000 P5I CONC (S216D) 5000 PSI CONC (S216D) ANCHOR DIAM EMBED EDGE DIST 3/16' 1" 1 1/8" 126 Ib 126 Ib 150 b 150 Ib 2 1/4" 1761b 181 Ib 181 Ib 22615 11/2' 11/8" 1861b 1861b 1861b 1861b 2 1/4" 196 Ib 215 Ib 2261b 2261b 1 3/4" 1 1/8" 204 Ib 20415 204 Ib 204 Ib 21/4" 2161b 2181b 251 Ib 26015 1/4" 1" 1 1/2" 196 Ib 196 Ib 310 Ib 3101b 3" 2371b 2371b 3401b 359 ib 1 1/2" 1 1/2" 2321b 232 Ib 3461b 416 Ib 3" 3511b 36815 4171b 4171b 13/4" 1 1/2" 303 Ib 303 Ib 346 Ib 500 Ib 3" 421 Ib 421 Ib 49215 5001b SHEAR ®TENSION, SHEAR CAPACITIES (REDUCED) BASED ON EMBEDMENT, EDGE DISTANCE & SPACING FOR PAIRS OF ANCHORS' 2000 PSI CONC OR GREATER ANCHOR DIAM EMBED SPACING (5) EDGE DIST TENSION SHEAR 3/16" 1" 1 1/2" 3" 220Ib 3521b 2" 23715 352Ib 11/2" 1 1/2" 44315 3581b 2" 4741b 3691b 13/4• 1 1/2" 641 Ib 445 Ib 2" 6451b 4551b 1/4• 1" 2" 4" 2611b 44715 3• 3021b 4741b 11J2' 2" .5331b 6281b 3" • 637 Ib 685 Ib 13/4" 2" 8111b . 11171b 3' • 8481b 1131 Ib TENSION / PAIR --SHEAR / PAIR SA ■• 11 - ,,,.11., 'REFER TO EDGE DISTANCE AND SPACING DETAIL FOR DEPICTION OF ANCHOR SPACING & EDGE DISTANCE REQUIREMENTS FOR PAIRS OF ANCHORS SPACING (s) STEEL ANCHORS TO HOLLOW BLOCK ® TENSION & SHEAR CAPACITIES BASED ON EMBEDMENT, EDGE DISTANCE & SPACING FOR SINGLE ANCHORS LIGHT -WEIGHT CMU BLOCK (S5160) MEDIUM -WEIGHT CMU BLOCK (St16D) ANCHOR DIAM EMBED EDGE DIST TENSION SHEAR TENSION SHEAR 3/16" 1" 2" 43 Ib 83 Ib 6815 135 Ib 4" 451b 8316 7/17 / 1471b 1/4" 3" 2" 431b 1081b 1181b 1611b 4" 561b 1251b ./ /7/ 2021b ®TENSION & SHEAR CAPACITIES BASED ON EMBEDMENT, EDGE DISTANCE & SPACING FOR PAIRS OF ANCHORS* ANCHOR DIAM EMBED SPACING (5) EDGE DIST LIGHT -WEIGHT CMU BLOCK TENSION SHEAR 3/16" 1" 1 1/2" 3" 3" 103 Ib 202 Ib 103 Ib 202 Ib 1/4" 1" 2" 4" 4" 84 Ib 2121b 136 Ib 224 Ib TENSION SHEAR BLOCK FACE SHELL TENSION / PAIR —SHEAR / PAIR "REFER TO EDGE DISTANCE AND SPACING DETAIL FOR DEPICTION OF ANCHOR SPACING & EDGE DISTANCE REQUIREMENTS FOR PAIRS OF ANCHORS SPACING (5) BLOCK FACE SHELL w ZZ Q LIJW ®TENSION & SHEAR CAPACITIES BASED ON EMBEDMENT, EDGE DISTANCE & SPACING • *REFER TO EDGE DISTANCE AND SPACING DETAIL FOR DEPICTION OF ANCHOR SPACING & EDGE DISTANCE REQUIREMENTS FOR PAIRS OF ANCHORS CAPACITY TABLE NOTES : 1. ALLOWAB E LOAD SHOWN =ULTIMATE LOAD DIVIDED BY 4.0 FOR SOLID NON -CRACKED ONCRETE SUBSTRATES, 5.0 FOR CONCRETE MASONRY SUBSTRATES. EMBEDMENT V UES LISTED CONSIDER FULL EMBEDMENT INTO THE CONCRETE OR HOLLOW BLOC SUBSTRATE. EMBEDMENT DEPTHS DO NOT CONSIDER THE THICKNESS OF WOOD BUC S, STUCCO OR ANY EXTERIOR FINISHES. ALL FINISHES SHALL BE BY OTHERS AND S LL NOT EXCEED 1/8" MAXIMUM, OTHERWISE THEY SHALL BE SEPARATELY • TIFIED TO TRANSFER ALL LOADING TO THE PROJECT SUPERSTRU RE. 2. ANCHORS • BE INSTALLED WITH THE MINIMUM CENTER TO CENTERSPACING FOR CONCRETE OR ANCHOR CAP -w AS LSTEO IN TABLE. NO FURTHER SPACING REDUCTIONS MAY BE APPUED TO HOLLOW BLOCK THE VANE -" HEREIN 3. LINEAR MINIMUM AND 4. HAMMER 5. HOLLOW CONCRETE MASONRY UMTS (DIU) SHALL. CONFORM TO ASTM C90 SPECIFICATIONS AND SHALL HAVE DENSPTES AS DIED BELOW: • "UC#HT WEGHr CMU: DENSITY > 95 PCF • "MEDIUM WEIGHT' CMU: DENSITY > 117 Pff 6. P7� DESIGNATE CONDITIONS WHICH ARE NOT ACTABLE FOR USE ITW BUILDER A.T.T. TAPCON EDGE DIST TION MAY BE USED FOR ED a(E DISTANCE AND SPAC NG BETWEEN SUBSTRATE UM DISTANCES SHOWN IN TABLES. PRODUCT REVISE) wie \ SPACING (S)\ " • \ r aaamplyis arida M � Media EDGE DIST & SPACING: Cede .� O(• "PAIRS OF ANCHORS" F�iriar,pre ? Al(i RnAwa Carrel _c is 3 riR ps deaea 6 3 i f g S a s la d 1 1 1 d 15 6 IC lag CCPf PobIR RWIC L ®=1100 PE 06-ITW-0001 SCALE 105 MOO DISCRIPTIONI 2 J 3000 PSI CONCRETE (S 16D) MEDIUM -WEIGHT CMU BLOCK (S 1.6D) �`` IIENSION/PAIR TL SHEAR / PAIR ANCHOR DIAM EMBED EDGE DIST TENSION SHEAR TENSION SHEAR 3/16" 1 1" 1641E 1501b 541b 581b 21/2" 16416 2841b 541b 991b r• ^11 .`,,Ctyi :•'"'S •• 111i`ti 1 3/4" , 2 1/2" 3 91b 36416 j//// 1/4' 1" 1" 187 Ib 126 Ib 68 Ib 51 Ib 2 1/2" 220 Ib 301 Ib 77 Ib 1341b SPACING (S) CONC OR BLOCK FACE SHELL 1 3/4" 344 2 1/2" 3Ib 51616 j/j// *REFER TO EDGE DISTANCE AND SPACING DETAIL FOR DEPICTION OF ANCHOR SPACING & EDGE DISTANCE REQUIREMENTS FOR PAIRS OF ANCHORS CAPACITY TABLE NOTES : 1. ALLOWAB E LOAD SHOWN =ULTIMATE LOAD DIVIDED BY 4.0 FOR SOLID NON -CRACKED ONCRETE SUBSTRATES, 5.0 FOR CONCRETE MASONRY SUBSTRATES. EMBEDMENT V UES LISTED CONSIDER FULL EMBEDMENT INTO THE CONCRETE OR HOLLOW BLOC SUBSTRATE. EMBEDMENT DEPTHS DO NOT CONSIDER THE THICKNESS OF WOOD BUC S, STUCCO OR ANY EXTERIOR FINISHES. ALL FINISHES SHALL BE BY OTHERS AND S LL NOT EXCEED 1/8" MAXIMUM, OTHERWISE THEY SHALL BE SEPARATELY • TIFIED TO TRANSFER ALL LOADING TO THE PROJECT SUPERSTRU RE. 2. ANCHORS • BE INSTALLED WITH THE MINIMUM CENTER TO CENTERSPACING FOR CONCRETE OR ANCHOR CAP -w AS LSTEO IN TABLE. NO FURTHER SPACING REDUCTIONS MAY BE APPUED TO HOLLOW BLOCK THE VANE -" HEREIN 3. LINEAR MINIMUM AND 4. HAMMER 5. HOLLOW CONCRETE MASONRY UMTS (DIU) SHALL. CONFORM TO ASTM C90 SPECIFICATIONS AND SHALL HAVE DENSPTES AS DIED BELOW: • "UC#HT WEGHr CMU: DENSITY > 95 PCF • "MEDIUM WEIGHT' CMU: DENSITY > 117 Pff 6. P7� DESIGNATE CONDITIONS WHICH ARE NOT ACTABLE FOR USE ITW BUILDER A.T.T. TAPCON EDGE DIST TION MAY BE USED FOR ED a(E DISTANCE AND SPAC NG BETWEEN SUBSTRATE UM DISTANCES SHOWN IN TABLES. PRODUCT REVISE) wie \ SPACING (S)\ " • \ r aaamplyis arida M � Media EDGE DIST & SPACING: Cede .� O(• "PAIRS OF ANCHORS" F�iriar,pre ? Al(i RnAwa Carrel _c is 3 riR ps deaea 6 3 i f g S a s la d 1 1 1 d 15 6 IC lag CCPf PobIR RWIC L ®=1100 PE 06-ITW-0001 SCALE 105 MOO DISCRIPTIONI 2 J 2 1/2" MIN. 2 1/2" MIN. DETAIL A ATTACHMENT TO MASONRY 1/4" ULTRACON 1 1/4" MIN. EMBEDMENT INTO MASONRY THROUGH 1 BY WOOD BUCK. (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 HEAD. 1 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 AND DESIGN PRESSURE CHARTS ON SHEETS 1 OF 7 AND 2 OF 7). TYPICAL HEAD. DETAIL C ATTACHMENT TO METAL STRUCTURE (STEEL OR ALUMI. 1/8" MIN. THICKNESS) 1/4" ULTRACON 1 1/2" MIN. PENETRATION INTO WOOD. (FOR MAX. ANCHOR SPACING MID NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS I OF 7 AND 2 OF 7) TYPICAL FOR HEAD. DETAIL B ATTACHMENT TO WOOD DETAIL C 1 ATTACHMENT TO MULLION TYPICAL HEAD SECTIONS 2 BY WOOD BUCK 8Y 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 AND DESIGN PRESSURE CHARTS ON SHEETS 1 OF 4 AND 20F 4). TYPICAL FOR HEAD. MIAAI—DADE COUNTY APROVED MULLION. (UNDER SEPARATE APPROVAL) Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, Florida 33012 P1,: (305)384-9952 Fae:(305)828-5118 O lC 0 0 4W O N PRODUCT REVISED "a complying with the Florid" Building Code A Acceptance No ;j FRANCISCO HERNANDEZ FLORIDA PE # 51393 2 N DRAWING No. HS08-01 DATE: 03-14-08 SCALE: 1/2"=1" SHEET 5 OF 7 2 1/2" MIN. 2 1/2" MIN. 3/4' MAX. NON -SHRINK GROUT OR 1' 13Y 8000 BUCK 1/4' ULTRACON 1 1/4" MIN. EMBEDMENT INTO MASONRY (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 ONLY. DETAIL D ATTACHMENT TO PRE -CAST SILL MIN. DETAIL G 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 SILL. ATTACHMENT TO METAL STRUCTURE (STEEL OR ALUM. 1/8" MIN. THICKNESS) DETAIL E 1/4' ULTRACON 1 1/4" M N. EMBEDMENT INTO MASONRY THROUGH 1" 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 1 OF 7 AND 2 OF 7). TYPICAL FOR SILL ONLY. ATTACHMENT TO MASONRY MIN. MIAMI—DADE COUNTY APROVED —MULLION. (UNDER SEPARATE APPROVAL) -- ] I I1 = 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 SILL. DETAIL G 1 ATTACHMENT TO MULLION (STEEL OR ALUM. 1/8' MIN. THICKNESS) TYPICAL SILL SECTIONS 2 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 1 1/2' MIN. PENETRATION INTO WOOD. (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 F ATTACHMENT TO WOOD Sunshine Windows Manufacturing, IRC. 1745 W. 33rd Plod Malmh, Floddo 33012 Ph: (305)384-9952 Fo::(305)828-5118 0 rc UPDATED FOR 2010 FBC 0E 6 zF gG� o: f° 0 m 'PRODUCT REVISED u complying with the Florida 3uilding Coda Acceptance No tAllemi Diode Product Control—N. FRANCISCO HERNANDEZ FLORIDA PE # 51393 z N DRAWING No. HS08-01 DATE: 03-14-08 SCALE: 1/2'=1' SHEET 6 OF 7 1/4" MAX. 2 BY WOOD BUCK BY OTHERS.•.••. SHIM SPOCE MUST BE PROPERLY ATTACHED TO • TRANSFER GLAZING SYSTEM LOADS 1/4" MAX. TO THE STRUCTURE. SHALL BE APPROVED SHIM SPACE 1 142 BUILDING PRIOR TO WY WINDOW INSTALLATION. ......:..:...: :',__....: ' Il 1 MIN. Sunshine Windows • � _::::::--. 1/4" SMS 1 1/2" MIN. PENETRATION INTO WOOD. (FOR MAX. ANCHOR SPACING AND NUMBER r Manufacturing, Inc. 1745 W. 33rd Place • OrliOF ANCHORS REFER TO ELEVATIONS AND 1/4" SMS THROUGH METAL. Hialeah, Florida 33012 J 1 1/4"DESIGN PRESSURE CHARTS ON SHEETS MAX. ANCHOR SPACING AND NUMBER ph: (3O5)354-9952 1 OF 7 AND 2 OF 7). (FOR OF ANCHORS REFER TO ELEVATIONS AND Fax:(305)828-5118 '-.•••��,..TYPICAL ,-- EE L ,l, r • - 1/4 TAPCONSSONRY 1 1/4" MIN. EMBEDMENT FOR JAMBS. INTO MASONRY THROUGH 1" BY W000 BUCK OR NON SHRINK NON METALLIC GROUT DETAIL I _F�r �. rrA �- DESIGN PRESSURE CHARTS ON SHEETS 1 OF 7 AND 2 OF 7). TYPICAL FOR JAMBS. O^ 11 (FOR MAX. ANCHOR SPACING AND NUMBER v . 2 1/2" Mir OF ANCHORS REFER TO ELEVATIONS AND ATTACHMENT TO WOOD DESIGN PRESSURE CHARTS ON SHEETS 1 1 OF 7AND2OF 7). TYPICAL FOR JAMBS. DETAIL T 0 1 ° ATTACHMENT TO METAL STRUCTURE �j (STEEL OR ALUM. 1/8" MIN. THICKNESS) DETAIL H ATTACHMENT TO MASONRY GLAZING DETAIL LIES 1650 AL ['AL SLIDING ►CT RESISTA 0.090" DUPONT BUTACITE PVB HEAT T ( yW O E3y (V GSI 1/4" SMS THROUGH METAL. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND 1/8" HEAT STRENGTHENED ,� 1 1/8" STRENGTHENED �P-47 x DESIGN PRESSURE CHARTS ON SHEETS 1 OF 7 AND 2 OF TYPICAL FOR JAMBS. 3/8" GLASS BITE III (TIPICAL) J■' li I i� SION 1 CHANGE THIS SHEET SION •IN COMPTIANCE WITH 5TH EDITION (2014) I . MIAMI-DADE COUNY APROVED -MULLION. (UNDER SEPARATE APPROVAL) = II � . n:fa%��I �ti 11111111 SILICONE PECORA 895 I I I 1 GLAZING: 0.340" OVERALL LAMINATED GLASS USING TWO LITES OF i' �II,1L: I 0.125" HEAT STRENGTHENED GLASS WITH A 0.090" INTERLAYER I� :N: FILM DUPONT BUTACITE PVB, BETWEEN THE TWO LITES OF GLASS. N a i m _�, �_ LAMINATED BY TECNOG1A55 OR SIMILAR o i 111111i41 _ N s� DRAWING No. ATTACHMENT TO MULLIONS DETAIL • . complying wnnu,o Wide r I HS08—01 NcceptenceNd Mc - -7�i 0 gals I DATE. 03-14-08 �� 2 i L SCALE. 1/2"-1 TYPICAL JAMB SECTIONS menu .ado Product Control HERNANDEZ FRANCISCO FLORIDA PE # 51393 SHEET 7 OF 7 4 Project: WIND LOAD ANALYSIS ON COMPONENTS AND CLADDING (ASCE 7-10 and FBC 2010) SERAJ SABA 161 NE 106 ST MIAMI SHORES FL 33138 Building Characteristics h= L= B= h/L = UB= z= Zmin = C= _ Design Criteria ASCE 7-10, Chapter 30, Part 1 Risk Category Exposure V= KZ = Kd = 12.00 ft 53.00 ft (Short, horizontal dimension of a building measured parallel to the wind direction) 56.00 ft (Long, horizontal dimension of a building measured normal to the wind direction) 0.23 (To det. Cp, ASCE 7-10) 0.95 (To det. Cp, ASCE 7-10) 7.20 ft (ASCE 7-10, Table 26.9-1, page 256, Terrain Exposure Constants) 15 ft (ASCE 7-10, Table 26.9-1, page 256, Terrain Exposure Constants) 0.20 ft (ASCE 7-10, Table 26.9-1, page 256, Terrain Exposure Constants) 500 ft (ASCE 7-10, Table 26.9-1, page 256, Terrain Exposure Constants) 0.20 ft (ASCE 7-10, Table 26.9-1, page 256, Terrain Exposure Constants) II C 175.00 mph 0.85 0.85 Velocity Pressure qZ = 0.00256 KZ Kd V2 [Ibs/ft2] (Eq. 27.3-1) Engineer: E.F. Printed on: 4/17/15 (ASCE 7-10, Section C1.5, page 380) FBC-2010, Section 1604.5 (ASCE 7-10, Section 26.7.3, page 251) FBC-2010, Section 1609.4.3 (ASCE 7-10, Fig. 26.5-1, page 247) FBC-2010, Section 1620.2 (Velocity Pressure Exposure Coefficient, also Kh, ASCE 7-10 TABLE 27.3-1, page 261 based on z) (Wind Directionality Factor, ASCE 7-10 TABLE 26.6-1, page 250, based on structure type) q.= 56.64 PSF qz Asp = qz 0.6 = 33.99 PSF Determination of wind pressure (p) P = q*G*Cp - gh(GCpi) Gust Effect Factor Iz= LZ = Q= Therefore: G= and, Gcpi+ = Gcp;_ = (NOTE: section 26.8 of ASCE 7-10, page 251 does not apply (i.e., Kzt=1.0)) (ASCE 7-10, chapter 27, page 259, Main Force Resisting System) [Ib/ft2] (Eq. 27.4-1) (ASCE 7-10, 27.4.1, page 260, Rigid building of all heights) (ASCE 7-10, 26.9, page 254, Rigid Structures) 0.228 (Eq. 26.9-7) 427.06 (Eq. 26.9-9) 0.91 (Eq. 26.9-8) 0.85 (= 0.85 per ASCE 7-10, section 26.9.1, or use eq. 26.9-6) 0.18 (Internal Pressure Coefficient, or 0.18 for enclosed bldgs. •• ••• • • • -0.18 (Internal PressaretaffiCie1D, • •• • • • • • •• ••• •• • • ••• • ••• • • • • • • • • • • • •• • • • • • •• • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • • •• •• . • • • • • • TABLE 26.11-1, page 258) Enter 0 for open bldgs. 0.55 for partially enclosed bldgs. • • •. Z41_E:26.11-1, page 258) • •• • • • •• • • • • • ••• • • • • • • • • • • • • • • • •• • WIND LOAD ANALYSIS ON COMPONENTS AND CLADDING (ASCE 7-10 and FBC 2010) Determine a: a = 5.3 ft or 4.8 ft (whichever is smaller) but not less than 2.12 ft or 3 ft Usea= 4.8 ft Windows and Doors Pressure reduction factor = 1 (Fig.30.4-1, page 335, if 0<10° reduce GCp by 10%) 4.8 controls 3 controls qZ = 33.99 PSF EXPOSURE C CATEGORY II P= qh[(GCp) - (GCpi)] [psf] WINDOW/ SIZE (aprox.) AREA GCp(-) GCp(-) GCp(+) P_ P_ P+ DOOR ID w (inch) h (inch) (SF) ZONE 4 ZONE 5 ZONE 4 &5 ZONE 4 (-) ZONE 5 (-) ZONE 4 & 5 MARK A (WINDOW) 37 38 3!8 9.86 -1.10 -1.40 1.00 -43.50 -53.70 40.10 MARK A (MULLION) 37 38 3/8 9.86 -1.10 -1.40 1.00 -43.50 -53.70 40.10 MARK B (WINDOW) 37 59 15.16 -1.07 -1.34 0.97 -42.42 -51.53 39.02 MARK C (WINDOW) 19 1/8 38 3/8 5.10 -1.10 -1.40 1.00 -43.50 -53.70 40.10 MARK D (WINDOW) 37 50 5/8 13.01 -1.08 -1.36 0.98 -42.82 -52.33 39.42 MARK E (WINDOW) 19 1/8 50 5/8 6.72 -1.10 -1.40 1.00 -43.50 -53.70 40.10 MARK F (DOOR) 64 80 35.56 -1.00 -1.21 0.90 -40.20 -47.09 36.80 MARK G (WINDOW) 108 50 5/8 37.97 -1.00 -1.20 0.90 -40.02 -46.74 36.63 MARK H (WINDOW) 53 1/8 50 5/8 18.68 -1.05 -1.30 0.95 -41.87 -50.44 38.48 MARK J (WINDOW) 37 38 3/8 9.86 -1.10 -1.40 1.00 -43.50 -53.70 40.10 MARK K (DOOR) 37 80 20.56 -1.04 -1.29 0.94 -41.62 -49.94 38.23 •• ••♦ • • • • 4 .. • • • • • • • ••• ••• •• C. • • •. • ••• J ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • .. • • • • • 4 • • 4 • • • • • v. U • • • • • • • • • ••A . • • • • • • • • • • • • • . • • • • • 0 • • • • ••• • • • ••• • • 108" ................ t rL 1 �� Y GENERAL NOTES: 1. THESE PLANS ARE PREPARED EXCLUSIVELY © _N_ FOR THE SELECTION OF NEW DOORS OR WINDOWS. INSTALLATION SHALL BE CARRIED OUT FOLLOWING THE CORRESPONDING O OManuTHE t4- PRODUCT CONTROL APPROVALS FROM MIAMI—DADE COUNTY. ANY MODIFICATION TO ORIGINAL STRUCTURE REQUIRED FOR THE DOOR/WINDOW INSTALLATION IS NOT BY THESE PLANS. A SEPARATE COVEREDPERMITWITH Sunshine Windows facturing, Inc. 1785 W. 33rd Place 37" CORRESPON DING DESIGN 19)l" PLANS MUST BE OBTAINED IF Hialeah, Florida 33012 Ph: (305)364-9952 i t MODIFICATIONS ARE REQUIRED FOR THE 37" Fax:(305)828-5118 J 1INSTALLATION 1 3A SHORES, FL 33138 HOUSE 2. PLANS PNS ARE NOT CONSIDERED L EUNTIO AND D ED BY L i I[ E 1 I 1 THE ENGINEER AN REVIEWED ANSIGNED O © r 1 O APPROVED BY THE CORRESPONDING PERMITTING AGENCIES 3. ALL DIMENSIONS SHOWN ON THESE DRAWINGS HAVE BEEN OBTAINED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS AND/OR BY ROUGH MEASUREMENTS FOR THE PURPOSE OF PROVIDING A SPACE PROPORTION TO THE ET BEDROOM C I-- M USER. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, THE ENGINEER RECORDS ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS DIMENSIONS OR FOR ANY ERRORS OR OMISSIONS THAT MAY HAVE BEEN INCORPORATED INTO IT AS A RECEITc' �-� VED a APR 2015 BY Alb — C 1 W r- RESULT OF INCORRECT INFORMATION PROVIDED TO THE ENGINEER. THOSE RELYING ON THIS PLAN ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY. 4. 5. DO NOT SCALE FROM PLANS ,-n S E RAJ SAE JE 106 ST MIAMI 1 STORY /,' ii �� - _ BATH r r `�J — %�i ami Shores APPROVED E3Y ZONING DEPT • Village DATE X11 -I BLDG DEPT �' (-/— BEDROOM ;- SUBJECT TO COMPLIANCE WITH ALL FEDERAL —1 _ - � STATE AND COUNTY RULES AND REGULATIONS I 7 OL `•• ••• LH BEDROOM O n • • • Drown ev Dote: 03/30/15 • Revision: / /A\ \ /\ I Revision: \\ \\ • • . • • • �� / / \ \ \�—_-----J---3----- ��� O O I • • • • • • • • • • • ••• •• • • • • •• / / DRAWING N0. 001 LL3---3---3--- J/ 37" 37" 37" JJ ••• ; .•. .�. •: :.. 1 i, �l( 1. 74" 19)f" 1, 37" tlAi W/ '� SHEET _ • • ••• • • • • ••• • •• •• •• • •• • • • • • ••• • • • • • • • • • 1 OF 3 • • • • • •• •• • •Y •• • . • • •w• • • • ••• r J 1 ' " ................ /� _-- L__ -5- .. ::-.- .. T 1 I T T ,j ... r •-, • O n n • •• ,_, wO Sunshine Window.. s C D © Manufacturing, Inc. L —1 L L- J. 1 t 1 L _LI O O 1 J l) 0— O 1785 W. 33rd Place Hialeah, Florida 33012 _L F D \ T O Ph: (305)364-9952 Fa x:(305)828-5118 12' -0,, __ _ O------ -_ --_____ - - - -- - L r r T_ II pp N) n r1/', 1 1—i r----i r0 r� rte) 1 0,-0,) r v © L L 1 11 I� 11 LA L J. J RAJ SABA MIAMI SHORES, FL ;TORY HOUSE OL 12'-0" EA� __--- r r �J 77 o �� Ow 1— V 1 (/) r (/) N- CD O i ;O ♦ ,--, CI r _ 0 -0 z ___-_- SIGHT - 12,_0„ Q . O ______________ ---1--- •• • • • • • • • • • • Drown By: LH • • •• •• Date: 03/30/15 • . • • • Scale: • • • •• ••• •• Revision: Revision: ••• •1 -0" 0'• O • • ••• • • • • • • • • • • • •• ••• • • • •• • • ' • •• •. . •. •. •. • ••• ------ I t'•001 DRAWING N0. O• • •.•.••• ••• LE FT/ •• ••• ••• • ••• ••• ••• • • • • ' �,� ` SHEET 2 OF 3 • • • • • • •• • ••• •• • • • ••• • • •••• •• • • ••• MARK A (CAS 23) 37" X 38 3/8" GLASS: CLEAR IMPACT RESISTANT QTY. 2 WIND LOAD DESIGN LOAD +40.10 PSF < +90.00 PSF -53.70 PSF < -90.00 PSF NOA: 15-0120.03 ZONE: 5 MULLION 1" X 2" X 37 3/8" ANCHOR A-2, A-2 QTY. 1 WIND LOAD DESIGN LOAD +40.10 PSF < +93.75 PSF -53.70 PSF < -93.75 PSF 64" y �I NOA: 11-1216.02 MARK F (SGD) 64" X 80" GLASS: CLEAR IMPACT RESISTANT QTY. 1 WIND LOAD DESIGN LOAD +36.80 PSF < -47.09 PSF < +80.00 PSF -80.00 PSF NOA:13-0910.01 ZONE: 5 ZONE: 5 1' am t 37 t • MARK B (CAS SPC.) 37" X 59" GLASS: CLEAR IMPACT RESISTANT QTY. 2 WIND LOAD DESIGN LOAD +40.10 PSF < +90.00 PSF -43.50 PSF < -90.00 PSF NOA: 15-0120.03 ZONE: 4 108" 1' MARK G (HR (X0X)) 108" X 50 5/8" GLASS: CLEAR IMPACT RESISTANT QTY. 1 WIND LOAD DESIGN LOAD +36.63 PSF < -46.74 PSF < +60.00 PSF -60.00 PSF NOA: 13-0416.13 ZONE: 5 19.3" / \ MARK C (CAS 13) 19 1/8" X 38 3/8" GLASS: CLEAR IMPACT RESISTANT QTY. 3 WIND LOAD DESIGN LOAD +40.10 PSF < +90.00 PSF -53.70 PSF < -90.00 PSF NOA: 15-0120.03 ZONE: 5 5A" MARK H (HR -34) 53 1/8" X 50 5/8" GLASS: CLEAR IMPACT RESISTANT QTY. 1 WIND LOAD DESIGN LOAD +38.48 PSF < +53.33 PSF -41.87 PSF < -88.40 PSF N OA: 12-0320.06 ZONE: 4 t 37" t MARK D (CAS 24) 37" X 50 5/8" GLASS: CLEAR IMPACT RESISTANT QTY. 5 WIND LOAD DESIGN LOAD +39.42 PSF < +90.00 PSF -42.82 PSF < -90.00 PSF +39.42 PSF < +90.00 PSF 52.33 PSF < -90.00 PSF ZONE: 4 ZONE: 5 r7 NOA: 15-0120.03 k 37, k MARK J (HR -24) 37" X 38 3/8" GLASS: CLEAR IMPACT RESISTANT QTY. 1 WIND LOAD DESIGN LOAD +40.10 PSF < +53.33 PSF -53.70 PSF < -120.00 PSF NOA: 12-0320.06 ZODIE: 5 • • • • ••• •• • • • • • • • • • •• • • • •• ••• •• • • ••• • ••• • • • • • ••• •. • • • • • • • • • • • • • • •••• •• • • 19" MARK E (PW) 19 1/8" X 50 5/8" GLASS: CLEAR IMPACT RESISTANT QTY. 2 WIND LOAD DESIGN LOAD +40.10 PSF < +90.00 PSF -53.70 PSF < -90.00 PSF NOA: 12-0203.05 ZONE: 5 4, 37" 4, MARK K (FD -3068) 37" X 80" GLASS: CLEAR IMPACT RESISTANT QTY. 1 WIND LOAD DESIGN LOAD +38.23 PSF < +80.00 PSF -41.62 PSF < -90.00 PSF NOA: 14-0109.06 ZONE: 4 •• ••• • • • • ••• • • • • •• •• •• • • •• •• •••• •• •• •• • • • •• • •• •• • •• • ••• •• •• • • • ••• •• •• • • •••. • . • • • ••• .............. .............. ................ ............... Sunshine Windows Manufacturing, Inc. 1785 W. 33rd Place Hialeah, Florida 33012 Ph: (305)364-9952 Fax:(305)828-51 18 CO rr) r.r.") rr) Li (/) W c LLJ O U) _= Q U) O m = Q >- Q O 1 W (/) CO O Li Z N- CO Drawn Bx: LH Date: 03/30/15 Scak: Revision: Revision: DRAWING NO. 001 SHEET 3 OF 3 M IAMWADE App 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 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may inunediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "1600" Aluminum Sliding Glass Door w/ Reinforcements-L.M.I. APPROVAL DOCUMENT: Drawing No: SGD13-01, titled "Series- 1600 Aluminum Sliding Glass Door (L.M.I.)", sheets 1 through 8 of 8, prepared by manufacturer, dated 03/26/14, signed and sealed by Francisco Hernandez, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant ••••• Limitations: • 1. See Design Pressures and Pairs anchors requirements at frame jambs, intermediate anchot'�'at head and sill' • • • (excluding cluster) and applicable to all sizes Pairs interlock clusters in Conc/Metal or -CH substrates iii sheet 2, • 2. Full length steel reinforcements at interlocks item # 11 and each panel bottom rails item /1:24§te requiresl. . 3. Headand sill installation is limited into concrete and jambs may be into concrete or masdtij '.. •• • '..' • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, eilj•,•glate ar,i'Serte,s and • following statement: "Miami -Dade County Product Control Approved", noted herein. • • •• • • RENEWAL of this NOA shall be considered after a renewal application has been filed anthete jtas 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 reviSlbn dr change Vibe • materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of au} 'product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www. m i a m i d a d e. go v/e c o n o m y MANMADE COUNTY _ —MA EMMA <tAri NOA No. 13-0910.01 Expiration Date: April 17, 2019 Approval Date: April 17, 2014 Page 1 • . Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No: SGD13-01, titled "Series- 1600 Aluminum Sliding Glass Door (L.M.I.)", sheets 1 through 8 of 8, prepared by manufacturer, dated 03/26/14, 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) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagrams of OX Alum sliding Glass doors, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6772dated 01/11/, signed and sealed by Marlin D. Brinson, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 08/24/13 and last revised on 03/26/14, prepared, signed and sealed by Francisco Hernandez, P.E. 2. Glazing complies w/ ASTMS -1300-02 & -04. D. QUALITY ASSURANCE • • • • •. • 1. Miami Dade Department of Regulatory and Economic Resources (REA), • • • E. MATERIAL CERTIFICATIONS ... • . • .... .••. • ••. • • ••.. •• • . • • • •• .... . .. �• • • 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours dCt b:;Inc. for err "Butacite 0 PVB interlayer", expiring on 12/11/16 • • . • F. STATEMENTS • . . 1. Statement letter of conformance to FBC 2010 and letter of no financial interest, dated,j uSt 28, 2013, prepared, signed and sealed by Francisco Hernandez, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. None. E-1 i Ishaq 1. Chanda, P.E. Product Control Examiner NOA No. 13-0910.01 Expiration Date: April 17, 2019 Approval Date: April 17, 2014 • GENERAL NOTES: 1.— THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2010 FBC AND ASTM E 1300-04 2.— CONCRETE STRENGTH f'c=3,000 psi MINIMUM, CMU PER ASTM C90 WITH fm=2,000 psi MIN. 3.— BLOCK CELLS SHALL BE FILLED WITH NON SHRINK NON METALLIC GROUT WITH A MINIMUM STRENGTH OF 3,000 Psi 4.— WOOD HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PINE" WITH G= 0.55 OR GREATER DENSITY. 5.— THE THICKNESS OF THE STEEL/ALUMINUM HOST STRUCTURE SHALL NOT BE LESS THAN 1/8". ALUMINUM SHALL BE 6063—T6. STEEL SHALL BE ASTM A36, Fy=36 Ksi OR A STEEL GRADE WITH HIGHER YIELD STRENGTH. 6.— 1X OR 2X WOOD BUCKS (BY OTHERS) SHALL BE PROPERLY ATTACHED TO STRUCTURE IN ORDER TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 7.— GROUT UNDER SILL MUST TRANSFER SHEAR LOADS IMPOSED BY GLAZING SYSTEM. GROUT MUST BE NON SHRINK, NON METALLIC WITH A MINIMUM STRENGTH OF 3,000 Psi. 8.— ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED (BY OTHERS) AS SPECIFIED IN SECTION 2003.8.4 OF THE 2010 FBC. 9.— DOORS REQUIRING FULL USER PASSAGE SHALL COMPLY WITH EGRESS REQUIREMENTS PER 2010 FLORIDA BUILDING CODE, SECTION 1008.1.1 (MEAN OF EGRESS) AND 2012 FLORIDA FLORIDA ACCESSIBILITY CODE, SECTION 402.2.3 (CLEAR WIDTH AND MANEUVERING CLEARANCES). 10.— FRAME CORNERS CONSIST OF BUTT JOINTS FASTENED WITH (2) #10 X 1" PAN HEAD SHEET METAL SCREWS. 11.— GLASS SHALL PENETRATE 1/2" PENETRATION INTO THE ALUMINUM FRAME POCKET AND WILL BE SECURED WITH DOW 899 SILICONE SEALANT ON THE INTERIOR AND EXTERIOR. •• ••• • • • • •• • • •• ••• • • • •• • • •• • • • •• INDEX OF DRAWINGS 1 OF 8.— GENERAL NOTES AND INDEX OF DRAWINGS. 2 OF 8.— DOOR ELEVATION, DESIGN PRESSURES CHART, ANCHOR DISTRIBUTION CHART AND CLUSTERS DETAILS. 3 OF 8.— DOOR VERTICAL AND HORIZONTAL CROSS SECTIONS. 4 OF 8.— TYPICAL SECTIONS AT HEAD. ATTACHMENT TO DIFFERENT SUBSTRATES. 5 OF TYPICAL SECTIONS AT JAMBS. ATTACHMENT TO DIFFERENT SUBSTRATES. 6 OF TYPICAL SECTION AT SILL. ATTACHMENT TO DIFFERENT SUBSTRATES. 7 OF GLAZING DETAIL AND FRAME & PANEL CORNER DETAILS. 8 OF MATERIAL LIST AND PARTS DETAILS. GENERAL NO.T] S AND INDEX Off; DRAWINGS THIS PRODUCT ISL•AR E MIl9IIiE IIVIP•At C ILESISTANT HENCE IT DOES NOT REQjJ3RF SHUTJ'Elle : • • • Approved a+soripleas *Mir Fkdia Ytlldbf Cods 11101 3-2(0-04 FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1748 W. 33rd Plaza Hloloah. Florida 33012 Ph: (305)364-9952 Fax:(305)828-5118 A z° DRAWING No. SGD13-01 DATE: 03-23-14 SCALE: MS SHEET 1 OF 8 ••• • • • • ••• • • • • • • • • • • •• • ••• • • • • • • • • • •• •• • • • •• • 000 • • • 000 • • (2 PANELS - 2 TRACKS) DOOR ELEVATION TYPICAL AT INTERLOCK HEAD AND SILL. TWO PAIRS OF ANCHORS PER CLUSTER ATTACHMENT TO CONCRETE/MASONRY OR METAL SUBSTRATES N11r Jet 5" MAX.. 7" MAX.. ANCHORS INSTALLED IN PAIRS (TYPICAL FOR ALL ANCHORS) 5" MAX.. TYGIO L ilT.IMTEFROCR HERE d SI • • • THREE PAIRS OF 1MCIIOR PE CtUS R • • • 4trAC?{IEbIT WO • • • • • • WOODEN STJB,T42ATSS • • • •• ••• •• DETAIL OF ANCHOR CLUSTER AT TOP AND BOTTOM OF INTERLOCK • ••• • • • ••• • • • • • • • • • • • • • •• •• ••• • • •• • . • • • • • • •• • • • • • ••• • • • • • DESIGN PRESSURES AND ANCHOR DISTRIBUTION CHART 17" PANEL NOMINAL DIMENSION IN INCHES 5" MAX. MAX. I O e o, To g I 1 wJ SEE INTERLOCK CU _, •ETAI 45 1/8" EXT. (+1 1 MAX. D.L.O. WIDTH X 6 O 8 6 2 80.00 80.00 17" SEE INTERLOCK 80.00 5" MAX. - MAX. MAX. CLUSTERS DETAILS DOOR FRAME_WIDTH= 98-1/2"` (2 PANELS - 2 TRACKS) DOOR ELEVATION TYPICAL AT INTERLOCK HEAD AND SILL. TWO PAIRS OF ANCHORS PER CLUSTER ATTACHMENT TO CONCRETE/MASONRY OR METAL SUBSTRATES N11r Jet 5" MAX.. 7" MAX.. ANCHORS INSTALLED IN PAIRS (TYPICAL FOR ALL ANCHORS) 5" MAX.. TYGIO L ilT.IMTEFROCR HERE d SI • • • THREE PAIRS OF 1MCIIOR PE CtUS R • • • 4trAC?{IEbIT WO • • • • • • WOODEN STJB,T42ATSS • • • •• ••• •• DETAIL OF ANCHOR CLUSTER AT TOP AND BOTTOM OF INTERLOCK • ••• • • • ••• • • • • • • • • • • • • • •• •• ••• • • •• • . • • • • • • •• • • • • • ••• • • • • • DESIGN PRESSURES AND ANCHOR DISTRIBUTION CHART FRAME HEIGHT PANEL NOMINAL DIMENSION IN INCHES NUMBER OF PAIRS OF ANCHORS (CLUSTER ANCHORS ARE NOT INCLUDED) DESIGN PRESSURE (PSI') WIDTH HEIGHT JAMB AT HEAD AND AT SILL FRAME 5/16" NOMINAL. IMPACT LAMINATED GLASS XO OR OX EXT. (+1 INT. (-1 84 24 8 6 2 80.00 80.00 30 4 80.00 80.00 FSB 4 moo' 80.00) 6 'g0.00 80.00 96 24 95 1/8 7 2 80.00 80.00 30 4 80.00 80.00 38 4 80.00 80.00 48 6 71.10 71.70 ANCHOR NOTES: 1.- FOR ATTACHMENT TO CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 2,700 psi USE DOUBLE ROW OF 1/4" DIAM. ULTRACON BY ELCO WITH 1 1/4" MIN. EMBEDMENT INTO CONCRETE AND 2 1/2" MIN. EDGE DISTANCE. 2.- FOR ATTACHMENT TO "2 BY" OR WOODEN STRUCTURE USE DOUBLE ROW OF 1/4" DIAM. ULTRACON BY ELCO WITH 1 1/2" MIN. (6 DIAM.) PENETRATION INTO WOOD AND 1" MIN. EDGE DISTANCE. 3.- FOR ATTACHMENT TO METAL USE DOUBLE ROW OF 1/4" DIA. HILTI QUICK FLEX WITH 1" MIN. EDGE DISTANCE. 4.- MECHANICAL PROPERTIES OF ANCHOR ULTRACON BY ELCO: A- TENSILE YIELD (FY)- 155 KSI B.- TENSILE ULTIMATE (FU)= 177 KSI D.L.O. DIMENSION FORMULAS 1.- D.L.O. HEIGHT - FRAME HEIGHT - 5" 2.- D.L.O. WIDTH = (FRAME WIDTH - 6.825")/2 Approvdaempll ywits1M Mut ��rrriri�1 INAfly L ._ aniNfiw• cow. 3-' 2 6"-0 FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Mu Hialeah. Roddo 33012 Ph: (305)354-9952 Fox:(305)828-5118 0 LS DRAWING No. SGD13-01 DATE: 03-23-14 SCALE: NTS SHEET 2 OF 8 ••• • • • • • • • • • • • • • ••• • • •• •• • • ••• • • • • • • • • • • • •• • EXTERIOR DOOR FRAME HEIGHT 4 1 5/8" WEEP NOTCH AT EACH END OF -A, 1 X 1/4" WEEP HOLE AT EACH END OF EACH PANEL TRACK (TYPICAL) 1 " X 1/4" WEEP HOLE AT H END OF EACH PANELCTRACK (TYPICAL) •• ••• • • • VERTICAL SECTIOI;>: • • , • (FOR ILLUSTRATION PURPOSE ONLY, SEE INSTALLATION DETAILS IN SHEETS 4 THROUGH 6) • ••• • • • • • •• • • • •• ••• • NOTE: SEE MATERIAL LIST ON SHEET 7 OF 7 FOR ITEMS DESCRIPTION. # 10 X 1 1/2" PH SDS (4) ® EACH LEG OF ANGLE # 10 X 1 1/2" SMS. 0 16" O.C. (3) # 10 X 1 1/2" PH SDS 20 • • • • • •• • • • •• • • • •• • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • • • (X0) OR (0X) (2 PANELS -2 TRACKS) HORIZONTAL SECTION (FOR ILLUSTRATION PURPOSE ONLY, SEE INSTALLATION DETAILS IN SHEETS 4 THROUGH 6) ttppleved r t1 »plyingflvt1M16'We 4.0.„ rsedareCottral. • I �'i��,�i FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Moloch, Fbdda 33012 Ph: (305)304-9952 Fax:(305)828-5110 O 0 rc 2 DRAWING No. SGD13-01 DATE: 11-8-13 SCALE: 1/2•=1" SHEET 3 OF 8 ••• • • • • ••• • • • • • • • • • • •• • ••• • • •• • • • • • • • • • • • • • • •• • • ••• • • 2 5/8" 1/4" ULTRACON WITH 1 1/4" MIN. EMBEDMENT INTO CONCRETE. FOR MAX. ANCHOR SPACING SEE ELEVATION ON SHEET 2 OF 8. FOR NUMBER OF ANCHORS REFER TO DESIGN PRESSURE AND ANCHOR DISTRIBUTION CHART ON SHEET 2 OF 8. EXTERIOR doe ATTACHMENT TO CONCRETE USING 1" BY WOOD BUCK '1 CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 2,700 PSI (TYPICAL) 1" BY WOOD BUCK 8Y OTHERS. MUST BE PROPERLY SEALED AND ANCHORED TO TRANSFER LOADS TO THE STRUCTURE. SHOULD BE APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 1/4" ULTRACON WITH 1 1/4" MIN. EMBEDMENT INTO CONCRETE. FOR MAX. ANCHOR SPACING SEE ELEVATION ON SHEET 2 OF 8. FOR NUMBER OF ANCHORS REFER TO DESIGN PRESSURE AND ANCHOR- DISTRIBUTION CHART ON SHEET 2 OF 8. ATTACHMENT TO CONCRETE WITHOUT WOOD BUCK •• ••• • • • • • • • • • • • •• • • • •• ••• •• • • • •• 1" 2 5/8" MIN. EDGE DISTANCE 1/4" ULTRACON WITH 1 1/2" MIN. (8 DIAM.) PENETRATION INTO WOOD. FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 2 OF 8. FOR NUMBER OF ANCHORS REFER TO DESIGN PRESSURE AND ANCHOR DISTRIBUTION CHART ON SHEET 2 OF 8. EXTERIOR ATTACHMENT TO WOOD 2 5/8" WOODEN STRUCTURAL MEMBER OR 2" BY WOOD BUCK BY OTHERS. MUST BE PROPERLY SEALED AND ANCHORED TO TRANSFER LOADS TO THE STRUCTURE. SHOULD BE APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION 1/4" SMS. THROUGH METAL FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 2 OF 8. FOR NUMBER OF ANCHORS REFER TO DESIGN PRESSURE AND ANCHOR DISTRIBUTION CHART ON SHEET 2 OF 8. METAL STRUCTURAL MEMBER (BY OTHERS) OR APPROVED MULLION SHALL WITHSTAND ANCHOR SHEAR FORCES. MINIMUM THICKNESS = 1/8." METAL STRUCTURAL MEMBER (BY OTHERS) SHOULD BE APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. Approved as complying of Milne flotilla BesDaft 140 EXTERIOR ATTACHMENT TO METAL TYPICAL• : SEg1 I TS T MEAD ATTACHMENT tO'DIPIJ 3R$Nt kiJBSTRATES FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Placa Mahan. Mao 33012 Ph: (305)364-9952 Fox:(305)828-5110 O GO cn 0 01z A z DRAWING No. SGD13-01 DATE: 03-23-14 SCALE: SHEET 4 OF 8 ••• • • • • ••• • • • • • ••• • • • • 00 •: •••• • • ••• •• • • 1 1/4" 1" BY WOOD BUCK BY OTHERS. MUST BE PROPERLY SEALED AND ANCHORED TO TRANSFER LOADS TO THE STRUCTURE. SHOULD BE APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 1/4" MAX. SHIM SPACE 1/4' ULTRACON WITH 1 1/4" MIN. EMBEDMENT INTO CONCRETE/MASONRY. FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 2 OF 8. FOR NUMBER OF ANCHORS REFER TO DESIGN PRESSURE AND ANCHOR DISTRIBUTION CHART ON SHEET 2 OF 8. WOODEN STRUCTURAL MEMBER OR 2" BY WOOD BUCK BY OTHERS. MUST BE PROPERLY SEALED AND ANCHORED TO TRANSFER LOADS TO THE STRUCTURE SHOULD BE APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 1/4" ULTRACON WITH 1 1/2" MIN. (6 DIAM.) PENETRATION INTO WOOD. FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 2 OF 8. FOR NUMBER OF ANCHORS REFER TO DESIGN PRESSURE AND ANCHOR DISTRIBUTION CHART ON SHEET 2 OF 8. ATTACHMENT TO CONCRETE /MASONRY USING 1" BY WOOD BUCK • 1 1/4" 1/4" SHIM SPACE MAX. CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 2,700 PSI (TYPICAL) IMO COULTRACON E/MASONRY./4" MIN. E• IED •E. • • • • FOR MAX. ANCHOR SPACING SEE E8EVATIONS O SF v2 Ct 8: FOR NUMBER OF ANCHORS REFER %QQ DESIGN• ESLIIRG • • AND ANCHOR DISTRIBUTION CHART ON" EET 2 1F 41. •• ••• •• ATTACHMENT TO CONCRETE /MASONRY METAL STRUCTURAL MEMBER (BY OTHERS) OR APPROVED MULLION SHALL WITHSTAND ANCHOR SHEAR FORCES. MINIMUM THICKNESS = 1/8". METAL STRUCTURAL MEMBER (BY OTHERS) SHOULD BE APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 1/4" SMS. THROUGH METAL FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 2 OF 8. FOR NUMBER OF ANCHORS REFER TO DESIGN PRESSURE AND ANCHOR DISTRIBUTION CHART ON SHEET 2 OF 8. • • •• • • • • • • ••• • • • •• TYPICAL• : SEcT;IODS .T JAMBS ATTACHME1S TO•DIPIFR$1Cit kiJB STRATES 1/4" MAX. SHIM SPACE ATTACHMENT TO WOOD MAX. SHIM SPACE ATTACHMENT TO METAL Approved u comply* w1UrY11 Florida B9MMaa C Elute NO Mull ►1 By 754 3-2 -i`f FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, 1745 W. 33rd Place Hbboh. Fbrlde 33012 Ph: (305)384-9852 Fo::(305)828-5118 SERIES 1600 z re z DRAWING No. SGD13-01 DATE: 03-23-14 SCALE: 1/2"=1" SHEET 5 OF 8 • • • 000 • • ••• • • • • • • • • • • •• • ••• • • • • • • • • •• •. •• ••• .• •• • • EXTERIOR 2 1/2" MIN. EDGE DISTANCE • POURED AND HARDENED HIGH STRENGTH GROUT MUST BE MIN. 3 KSI SHRINK, NON METALLIC. EXTERIOR 1/4" ULTRACON WITH 1 1/4' MIN. EMBEDMENT INTO CONCRETE, FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 2 OF 8. FOR NUMBER OF ANCHORS REFER TO DESIGN PRESSURE AND ANCHOR DISTRIBUTION CHART ON SHEET 2 OF 8. CONCRETE WITH A MINIMUM COMPRESSNE STRENGTH OF 2,700 PS1 ATTACHMENT TO CONCRETE gid �r Xg I f ., 11y� T r -r — ZIP 1" MIN. EDGE DISTANCE OPTIONAL WATERPROOFING. WATERPROOFING DESIGN, MATERIAL MD INSTALLATION BY OTHERS. 1" MIN. EDGE DISTANCE ATTACHMENT TO WOOD METAL STRUCTURAL MEMBER (BY OTHERS) OR APPROVED MULLION SHALL WITHSTAND ANCHOR SHEAR FORCES. MINIMUM THICKNESS = 1/8'. METAL STRUCTURAL MEMBER (BY OTHERS) SHOULD BE APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 1/4' SMS. THRO GH MMTAL• • • • • • f CF ifPAT•ING•SEIi ELEVATIONS • S 0 8.. . • • AICHORD •EFER•TO DESIGN E AND.ANOMORI DISIIRIBUTIO11 CHART z OF a► • • • • ATTACHMENT TO METAL •• WOODEN STRUCTURAL MEMBER OR 2' 8Y WOOD BUCK BY OTHERS. MUST 8E PROPERLY SEALED AND ANCHORED TO TRANSFER LOADS TO THE STRUCTURE. SHOULD BE APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 1/4" ULTRACON WITH 1 1/2' MIN. (6 DIAM.) PENETRATION INTO W000. FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 2 OF 8. FOR NUMBER OF ANCHORS REFER TO DESIGN PRESSURE AND ANCHOR DISTRIBUTION CHART ON SHEET 2 OF 8. • • • T YPIt '4t: E€uIdNS AT SILL ATr1AcCaME T:TanIFPI4RENT SUBSTRATES Approvechis c bh+c •1thib Tvo COM M4wld a Pru FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Placa Hialeah, Florida 33012 Ph: (305)384-9952 Fax:(305)828-5118 SERIES 1600 0 5 z° DRAWING No. SGD13-01 DATE: 03-23-14 SCALE: 1/2"=1" SHEET 6 OF 8 • • • ••• • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• •• •• • • • ••• •• 1 8" H.S. GLASS EXTERIOR • 1/2" GLASS 8RE , (TYPICAL) 0.09 DUPONT PVB INTERLAYER 1/8" H.S. GLASS DOW CORNING 899 SILICONE 18 NOM. 5/16" HS. LAMINATED GLASS GLAZING DETAIL Scale: 1"=1 " FRAME AND PANEL CORNER CONSTRUCTION FRAME CONSTRUCTION UPPER. CORNERS DETAIL (2)#8 BY 1"PHSMS PANEL TOP RAIL CORNERS CONSTRUCTION DETAIL 011111 .MEL ..,..,,.... _ 8 BY 1" PH SMS Bill, I I 1 —+— — —-- I I 1 ®(7), © NOTE: ITEMS # O, ® AND ® ARE ALL VERTICALMEMBERS USED TO CONFIGURE PANELS. SEE HORIZONTAL SECTION ON SHEET 3 OF 7. (1) # B BY 1" PH SMS ��at°•'�Iw1�� Rot*OmosPiINs� OW _/C/ NOA MO* etread MYl rrir, 0 1 !. (2)# 8 BY 1"PHSMS FRAME LOWER CORNERS CONSTRUCTION DETAIL 4D ilirg — II PANEL BOTTOM RAIL CORNERS 10 CONSTRUCTION DETAIL •• ••• • • • •• • • • • • • •• • • • •• ••• •• • • • •• GLA7NG:DET2IL• AND. :6 FRAME & PAis; EL esitslE ZS 1JE 'A, LS 3 FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. Jird Placa Hialeah, Floddo 33012 Ph: (305)384-9952 Fa,:(305)828-5118 2 DRAWING No. SGD 13-01 DATE 11-8-13 SCALE: N.T.S. SHEET 7 OF 8 • • • ••• • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• ••• • ••• • • •• • •• ••• • • • • • • •0• • • ••• • • • • • • • • • • • • 8 ••• • • • • • • • • • • • • • 80 •• • 0 • •• •8 F' %`' .............. . ?:'i:'":'•I 4.378 _I MATERIAL LIST _ I 3.835 0.062 ITEM # PART # REQD. DESCRIPTION MATERIAL t • t 0.750 1 GAS -30773 1 2 TRACKS FRAME HEAD 6063-T5 0.156 SILL 6063-T5 0.937 0.062 r 3.000 2 BA -3780 1 2 TRACKS FRAME Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Placa xlal.Florida 33012 3 ( PA: (305)384-0008052 Fox:(305)028-5118 d-- 0.125 3 GAS -30676 1 2 TRACKS FRAME JAMB 6063-T5 0.062 0.062 -1- - __L----1- - -1 4 GAH-30685 2 PANEL TOP RAIL 6063-T5 0.062 5 GAS -30774 2 PANEL BOTTOM RAIL 6063-T5 2T HEAD GAS -30773 O 2T HI BA -RISE SILL -3780 (2 6 GAS -30794 1 PANEL FIXED STILE 6063-T5 6063-16 6063-T6 6063-T5 S.S. A-30 STEEL A-30 STEEL POLYPROPYLENE FPVC FPVC FPVC STEEL H.S. GLASS ZINC ZINC RN SILICONE SERIES 1600 ALUMINUM SLIDING GLASS DOOR IMPACT RESISTANT GLASS 6063-T5 6063-T5 7 GAH-41674 2 PANEL HD INTERLOCK 0.625 8 BA -4828 1 PANEL HD LOCK STILE 0.0500.062 0.917 9 GAS -33328 2 ® FIXED PANEL INTERLOCK 2 1/2" x 2 1/2" x 1/8" ANGLE 2.00..21, 1141 0 TOP AND 1 ® BOTTOM 0.050 3.925 10 Mbc-05230B01 2 ®MOVING PANEL ROLLER AND HOUSING O1Y O 11 SW -ST -02 1/ INTERLOCK STILE (REINF) 1/2" X 1 1/2" FULL PANEL HEIGHT FLAT BAR 2T JAMB TOP RAIL 12 SW -ST -01 1/ PANEL BOTTOM RAIL (REINF) 3/8" X 3/4" FULL PANEL WIDTH FLAT BAR 0.050 GAS -30676 6063-T5 GAH-30685 6063-75 13 W33321 NK0020 DOUBLE ROW ® LOCK STILE ULTRA RN WEATHERSEAL BY ULTRAFAB .187 X .320 I t t 1.375 2.500-1 14 3008 MPI DOUBLE ROW ® FIXED STILE STRIP BULB WEATHER 75+ 5 4 L 0.125 0.062 15 3025 MPI 1 ROW ® EACH INTERLOCK STILE BULB WEATHER STRIP DUROMETER = 75 -5 0 0.062 FLAP WEATHER STRIP 2.010 1.062 16 4009 MPI 1 0 EACH BOTTOM RAIL DUROMETER = 75±5 I 0.062 ll 1.351 0.062 1.694 17 SW -AS AS REQ'D. B X 1" ASSEMBLY SCREWS LC 18 SW -GLS 1/PANEL 5/16" LAMINATED LM.i. RESISTANT GLASS 0.917 14RH DUPONT BUTtAti PVB INTERLAYER BOTTOM RAIL FIXED STILE HD INTERLOCK 19 SERIES 308 LOCK 1 FLUSH MOUNT METALUC LATCH SERIES 308 BY DELTA INDUSTRIAL GAS -30774 O GAS -30794 O GAH-41674 O 20 KEEPER 308-008 1 UPWARD LOCKING KEEPER 6063-T5 6063-T5 6063-T6 21 DOW CORNING 899 AS REQ' D. FAST CURE SILICONE SEALANT z � f� 0.062 22 SW -SD AS REQ. D. # 10 X 1 1/2" SELF DRILLING SCREWS STEEL -T T- 0.125 6063-T5 1.062 1.352 _L 2.500 23 RETAINER ANGLE 1 ATTACHED TO FRAME SILL 0 MID SPAN OF MOVING PANEL 1/2" x 1" x 1/8" ANGLE 2.840 0.125 1.633 1 2.985 0.125L ` 11 P VId 1•t••I~)'b••1(e� Mesh 2.500 I i Code 1.875�3 K Zc/`/ ^�9!'O Mut HD LOCK ST LE O FIXED PANEL INTERLOCK ANGLE 9 otpt►t sY�!/v7 a BA -4828 6063-T6 GAS -33328 6063-T5 • • • • • • • • • • • / --i f 0.500 �� 1.500 0.375 --1_,1 I 1----- �pDRAWING ®1'750 10.125 • • 1.000 ••• ••• L- 0.500 • • • • • •• • • • •• Z No. SGD13-01 DATE, "-e-13 INTERLOCK SW -ST A-30 REINF. -02 11 STEEL RAIL REINF. SW -ST -01 12 A-30 STEEL RETAINER ANGLE• • • • • 6063-T5 • • • • IIIFIV • • • •• iiih • M `�' LIAL LIST • • • "•'` a -2b-I4 • • AND PAR'S DETAILS FRANCISCO HERNANDEZ • AND PE # 51393 SCALE: 1/3"=1" SHEET 8 OF 8 • • • • • • • • • •0• • • ••• • • • • • • • • • • • • 8 ••• • • • • • • • • • • • • • 80 •• • 0 • •• •8 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, FL 33012 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "1650 (XO)" Aluminum Horizontal Sliding Window —° L.M.I. APPROVAL DOCUMENT: Drawing No. HS08-01, titled "Series 1650 Aluminum Horizontal Sliding Window (XO) Impact Resistant Glass", sheets I through 7 of 7, dated 03/14/08, with revision #1•dateil 03/05/12, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.]~., bearing tte Mtami— MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miantidade.gov/pera • Dade County Product Control Revision stamp with the Notice of Acceptance number enddexpiratiBR'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 ar logo, city` stalk model/series, and following statement: "Miami -Dade County Product Control AppredQQ"Axnless otherwise notednrtPherein••• ••• •• •• • • • 00000 • • •••••• RENEWAL of this NOA shall be considered after a renewal application has been f led'an'd there hadren no change in the applicable building code negatively affecting the performance of this p,ocuct. • TERMINATION of this NOA will occur after the expiration date or if there has beef['a revision gt;eh$nge 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 and renews NOA # 09-1217.04 and consists -of this page 1- and evidence pages E-1- and - E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. • • • NOA No. 12-0320.06 Expiration Date: April 10, 2018 Approval Date: May 17, 2012 Page 1 • Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No HS08--01, titled "Series 1650 Aluminum Horizontal Sliding Window (XO) Impact Resistant Glass", sheets 1 through 7 of 7, dated 03/14/08, with revision #1 dated 03/05/12, prepared by manufacturer, 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 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., TestR/ brt No. FTL-5331, dated 09/18/07, signed and sealed by Carlos S. P.E. •;•;• (Submitted under previous NOA No. 08-0107.08) ..:. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • • • • 2) Uniform Static Air Pressure Test, Loading, pP' BC T. MS 202-94' 3) Water Resistance Test, per FBC, TAS 202b-4.. • • • 4) Large Missile Impact Test per FBC, TAS 21)1-.94 '..•.• 5) Cyclic Wind Pressure Loading per FBC, lAft i?p3-94 • 6) Forced Entry Test, per FBC 2411 3,2.1, TAS 202-94' • along with marked up drawings and installation diagram of aq Aftiminurri.h9tizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test'RePoit No. FTL-5015, dated 07/27/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA No. 08-0107.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by Sunshine Windows Manufacturing, Inc., dated 12/15/07, signed and sealed by Francisco Hernandez, P.E. (Submitted under previous NOA#09-1217.04) 2. Glazing complies with ASTM E1300-04 • .• . • . • D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E-1 Manuel ere , P.E. Product Contro miner NOA No. 12-0320.06 Expiration Date: April 10, 2018 Approval Date: May 17, 2012 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated March 12, 2012, signed and sealed by Francisco Hernandez, P.E. G, OTHER 1. Notice of Acceptance No. 09-1217.04, issued to Sunshine Windows Manufacturing, Inc. for their Series 1650 Aluminum Horizontal Sliding Window — L.M.I., approved on 02/03/10 and expiring on 04/10/13. ... • . . .• .... . .. . .. . .... . .... . • .... .. • . .. • .... . .. .. . • . . .... ..• .• • . . . • . .. . .... • .. . • . • • Manuel P ez, ' .E. Product Control i er NOA No. 12-0320.06 Expiration Date: April 10, 2018 Approval Date: May 17, 2012 E-2 000 • • • • 000 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • 000 • • 3 1/8" 10" :•:.::: •::•.. MAX. OA MAX. i? ¢ DESIGN PRESSURES CHART • PSF _1- HEAT STRENGTHENED LAMINATED IMPACT RESISTANTGLASS o IMPACT IMPACT io GLASS GLASS Sunshine WINDOW ANCHOR SCHEDULE HURRICANEPROCTECFION Is NOT RRQUIRRD NDIMENSION J j� I� �� n windows Manufacturing, Inc. 1746 W. 33rd 1444 PER PER l 3/4' SILL 3" 9IL7. lil , 1/71 2012 PM (306)364-0062 WIDTH HEIGHT HEAD k S6.L 6 EXT. INT. EXT. INT. O /,'+/� O O km(3 )828 5118 Fav;(306)e2e-6716 2e 1/2" 4 53.33 120.00 80.00 120.00 ? IkL O 37" 26• 5 53.33 120.00 80.00 120.00 3 1 I' 3 53.33 80,00 " i 53 Vie 6 119.30 119.3 I 1: FALSEMUNTINS (SURFACE APPLIED) va 74" 8 53.33 90.00 80.00 90.00 n J iO 11 MAY BE USED � O j 13 _ Fj p 26 4 53.33 120.0 80,00 120.00 SERIES 1650 ALUMIN HORIZONTAL SLIDING WIN IMPACT RESISTANT GI - 'S3'33"'T20 1 8" 1 O" -1.-1°I.'4 3 5 80.00 120.00 F'( 533l/8"+�"'• 6 5 53.33 95.50 80.00 95.50 MAX. WINDOW WIDTH il 74" 8 53.33 78.90 78.90 78.90 37" 5 53.33 104.70 80.00 104.70 TYPICAL ELEVATION (X0) GENERAL NOTES: 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2010 FBC. 2.- CONFIGURATIONS OX AND X0. 3.- SHUTTERS ARE NOT REQUIRED. 4.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGNPRESSURES CHART. LCO 5.- FWITH ATTACHMENT MININTO CONCRETE EMBEDMENT INTORCONCRETEu(J//MASONRY AND ONRY WITH 1 BY E 11((/�q2" MAIN EDGEM. CON DISTANCE. FOR 1TT1�VEMIN. INTO 2 BY ORNWOODEN TO ND TRUCAND IIRE SEDC/4DIS IAM. LTRACON BY ELCO WITHFOR ATTACHMENT INTO METAL USE 1/4" DIAM. GRADE 5 SHEET METAL SCREWS WITH 1" MIN. EDGE DISTANCE. C -e' eo e 6 63.33 88.40 +80.00 88.40 74" 8 53.33 67.30 67.30 67.30 37" 5 53.33 88.20 80.00 88.20 63 1/8" 63" 6 7 53.33 75.00 75.00 75.00 74" 8 53.33 62.00 62.00 62.00 MODULAR SIZES 24" 3 53.33 120.0 80.00 120.0 36" 4 53.33 120.0 80.00 120,0 48" 24" 6 3 53.33 120.0 80.00 120.0 60" 7 53.33 120.00 80.00 120.0 6.- CONCRETE STRENGTH f'c-3,200 pet MIN., CMU PER ASTM C90, FILLED CMU fm-2,000 pal MIN. 7.- USE NON SHRINK NON METALLIC GROUT 3 KSI MIN. AS REQUIRED. 72" 8 53.33 90.00 80,00 90.00 8.- WOOD HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PINE" G- 0.55 OR GREATER DENSITY. 24" 3 ' 53.33 120.00 80.00 120.0 9.- THE THICKNESS OF THE STEEL/ALUMINUM HOST STRUCTURE SHALL BE NO LESS THAN 1/8". ALUMINUM SHALL BE 6063-T6. STEEL SHALL BE Fp. 36 KSI MIN. o 36• 4 53.33 120.00 80.00 120.0 10.- WOOD BUCKS (BY OTHERS) SHALL BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS 49• 3e• 6 4 53,33 120.00 80.00 120.0 TO THE STRUCTURE AND SHALL BE APPROVEDBY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. t 60" 7 53.33 99.90 80.00 99.90 11.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED (BY OTHERS) AS SPECIFIED IN SECTION 2003.8.4 OF THE 2010 FBC. e 72" 8 53.33 88.60 80.00 88.60 m g< o 36" 4 53.33 100.40 80.00 100.40 • • 000 • • • • • • • GLASS: • • • • • • • • • N T 48" 6 53.33 93.90 80.00 93.90 0.340" OVERAL LAMIN T:D ��;�, I4 r,,.ESjr N 8 60" 46" 7 8 53.33 87.00 80.00 87.00 0.125" HEAT ST�RGNGTHEMED•.GI 6 Y A4.090" I TiRLAYER S o 72" 8 53.33 74.30 74.30 74.30 FILM DUPONT•BI)TACIIE•RIJB, BEiNEENaTHE •TWO LIES OF CLASS. LAMINATED BY TECNOGLASS. PRODUCT' REVISED 36" 4 53.33 90.00 80.00 90.00 as complying with the Fbilda IJuildfog Code DRAWING No. • • • • • *00 • • Acceptance No 1X.V320.06 HS08-01 48" 6 53.33 67.00 80.0 87.00 • • • • • • • • • i^d+tIal• */8 a0• 7 • • • • • • • • • • I DATE. 03-14-a8 ft' 7 53.33 83.40 80.0 83.40 •• • • • • By ///.-... i 72" 6 53.33 87.80 67.80 67,80 • • • • • • • • • • 'R-1L+(11., SCALE: 1/2"-1" *00 • • • • • FRANCISCO HERNANDEZ FLOkip& ' PE # pt393 �:n SHEET 1 OF 7 nn� 000 • • • • 000 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • 000 • • I I IMPACT GLASS TYPICAL ELEVATION (X0) FALSE MUNTINS (SURFACE APPLIED) MAY BE USED GENERAL NOTES: 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2010 FBC. 2.- CONFIGURATIONS OX AND X0. 3.- SHUTTERS ARE NOT REQUIRED. 4.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN 5.- CONCRETE PRESSURES CHART. A�1/IER1/4" DIAM. ELCOWIH 14" MIN.EMBEDMENT INTOCONCRETE/MASONRY AND 1/2" MIN. EDGE DISTANCORAn2b' INTO 2NOWODESTRUCIRE USE 1/4DIAM. LTRACON BY ELCOFITH ACMINEMINTO NO1 MEDDIA FOR ATTACHMENT INTO METAL USE 1/4" DIAM. GRADE 5 SHEET METAL SCREWS WITH 1" MIN. EDGE DISTANCE. 6.- CONCRETE STRENGTH f. c-3,200 poi MIN., CMU PER ASTM C90, FILLED CMU fm -2,000 psi MIN. 7.- USE NON SHRINK NON METALLIC GROUT 3 KSI MIN. AS REQUIRED. 8.- WOOD HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PINE" 0.. 0.55 OR GREATER DENSITY. 9.- THE THICKNESS OF THE STEEL/ALUMINUM HOST STRUCTURE SHALL BE NO LESS THAN 1/8". ALUMINUM SHALL BE 6063-T8. STEEL SHALL BE Fy- 36 KSI MIN. 10.- WOOD BUCKS (BY OTHERS) SHALL BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND SHALL BE APPROVEDBY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. 11.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED (8Y OTHERS) AS SPECIFIED IN SECTION 2003.8.4 OF THE 2010 FBC. •• ••• • • • • • •• GLASS: • 0.340" OVERAtI• LAMINVID At 1Sl ThEt F 0.125" HEAT STRbNGTHEUED•GLACS MIT AGO. 0y0" I gRLAYER FILM DUPONT •BUTACIiE•RNB, BEANEENaTHE *TWO LIIE6 OF GLASS, LAMINATED BY TECNOGLASS,' PRODUCT REVISED es complying With the Florida Bedding Code ? DS, b • ... . ... . . Acceptance No ! O • • • • • • • • •• Dale 4:7,1/W N8 • • • • • ••• • •, •• • • • • ���' • • • • • • • • • • Miele , .-Product ' ••• • • • • • s ........................... • .................. Sunshine Window Manufacturing, Inc 1745 W. 33rd Re Mol.oh. Florida 33012 Ph: (305)354-0062 Foo,(308)828-5116 0 1 8 6 FRANCISC,0. HERNANDEZ FLpRIDA PE It 51393 i DRAWING No. HS08-01 DATE: 03-14-08 SCALE: 1/2".1" SHEET 2 OF 7 ,r 11.111 ll . ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN PRESSURES CHART • PSF HEAT STRENGTHENED LAMINATED IMPACT RESISTANT GLASS WINDOW ANCHOR HURRICANE PROCCECTION DIMENSION SCHEDULE 1S NOT REQUIRED PER PER 13/4' SILL 3" SILL WIDTH HEIGHT HEAD g EXT. IFR. EXT. INT. SILL B 74" 35 3/6' 11 8 53.33 90.00 80.00 90.00 1 74" ao 6/6" 11' 8 53.33 90.00 80.00 90.00 37" 8 53.33 90.00 80.00 90.00 y 53 1/6' e3" 8 9 53.33 90.00 80.00 90.00 74" 111 53.33 85.20 80.00 85.20 . 72" 48" 111 7 53.33 90.00 80.00 90.00 4a" 7 • 53.33 90.00 80.00 90.00 CEl e0" 60" 91 9 53.33 90.00 80.00 90.00 X 72" 11 53.33 90.00 80.00 90.00 I I IMPACT GLASS TYPICAL ELEVATION (X0) FALSE MUNTINS (SURFACE APPLIED) MAY BE USED GENERAL NOTES: 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2010 FBC. 2.- CONFIGURATIONS OX AND X0. 3.- SHUTTERS ARE NOT REQUIRED. 4.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN 5.- CONCRETE PRESSURES CHART. A�1/IER1/4" DIAM. ELCOWIH 14" MIN.EMBEDMENT INTOCONCRETE/MASONRY AND 1/2" MIN. EDGE DISTANCORAn2b' INTO 2NOWODESTRUCIRE USE 1/4DIAM. LTRACON BY ELCOFITH ACMINEMINTO NO1 MEDDIA FOR ATTACHMENT INTO METAL USE 1/4" DIAM. GRADE 5 SHEET METAL SCREWS WITH 1" MIN. EDGE DISTANCE. 6.- CONCRETE STRENGTH f. c-3,200 poi MIN., CMU PER ASTM C90, FILLED CMU fm -2,000 psi MIN. 7.- USE NON SHRINK NON METALLIC GROUT 3 KSI MIN. AS REQUIRED. 8.- WOOD HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PINE" 0.. 0.55 OR GREATER DENSITY. 9.- THE THICKNESS OF THE STEEL/ALUMINUM HOST STRUCTURE SHALL BE NO LESS THAN 1/8". ALUMINUM SHALL BE 6063-T8. STEEL SHALL BE Fy- 36 KSI MIN. 10.- WOOD BUCKS (BY OTHERS) SHALL BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND SHALL BE APPROVEDBY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. 11.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED (8Y OTHERS) AS SPECIFIED IN SECTION 2003.8.4 OF THE 2010 FBC. •• ••• • • • • • •• GLASS: • 0.340" OVERAtI• LAMINVID At 1Sl ThEt F 0.125" HEAT STRbNGTHEUED•GLACS MIT AGO. 0y0" I gRLAYER FILM DUPONT •BUTACIiE•RNB, BEANEENaTHE *TWO LIIE6 OF GLASS, LAMINATED BY TECNOGLASS,' PRODUCT REVISED es complying With the Florida Bedding Code ? DS, b • ... . ... . . Acceptance No ! O • • • • • • • • •• Dale 4:7,1/W N8 • • • • • ••• • •, •• • • • • ���' • • • • • • • • • • Miele , .-Product ' ••• • • • • • s ........................... • .................. Sunshine Window Manufacturing, Inc 1745 W. 33rd Re Mol.oh. Florida 33012 Ph: (305)354-0062 Foo,(308)828-5116 0 1 8 6 FRANCISC,0. HERNANDEZ FLpRIDA PE It 51393 i DRAWING No. HS08-01 DATE: 03-14-08 SCALE: 1/2".1" SHEET 2 OF 7 ,r 11.111 ll . ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • } } 3 g 3III I 1 00 (2) 2' HOLESWE VERTICAL SECTION HORIZONTAL SECTION (2) 2' WEEP HOLES VERTICAL SECTION • • • • • • • wrlmi £ILL,RISER • • • •• ••• •• • • • •• • • • • • ••• • ••• • •• • • •• • • • • • • • • • • ••• • • •• • • • • • •• • • • • • • • ••• • • • • • Sunshine Windows Manufacturing, Inc. 1745 W. 33rd PION Hialeah, Meade 33012 Ph: (300)304-0052 Fee:(305)02a—Si 15 PRODUCT REVISED na complying with the Florida Boildiing Code Accepienoe rho / • / ' _� • ration Date ,.'• !NoIB • :� MDy : e..... T. 'VP§ 7�I L FRANCISCO HERNANDEZ FLORIDA FFl ¥ 31;393 2 DRAWING No. HS08-01 DATE: 03-14—Q6 SCALE:1 2=1' SHEET 3 OF 7 IIi III10 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MATERIAL LIST DEMO PART* RBQD. DBSCRD'TION MATERIAL 1 SW -018 1 FRAME HEAD 8083—T5 2 SW -018 1 FRAME SILL 8083—T6 3 SWxxo21 1 INSERT TRACK 6063—T5 5 SW -012 2 SLIDER MP/BOTTOM RAIL 6063-78 8 SW3019 AS RQD FIN SEAL PILE FELT 8 SW321W 2 WHEEL BRASS 0 SW -017 1 MOVING MEETING RAIL 8063—T6 10 SW40111 1 FIXED MEETING RAIL 6083—T6 11 SW—AS AS RQD ASSEMBLY SCREWS # 8 X 1' SMS. 12 SW -013 1 JAMB TO MOVING PANEL 6063-75 MATERIAL LIST lint♦ PART* REQD. DESCRIPTION MATIIRIAL 13 SW -016 1 M0VIN0 SIDE RAIL 6063-15 14 SW32157 AS ROD WEATHER STRIP BULB VINYL 16 SW -887 AS ROD LATCH ZINC 18 SW—S10 2/SILL RETICULATED FILTER FOAM 17 SW40771 1 SIU. RISER 6083—T6 18 SW -014 1 JAMB TO FIXED PANEL 8063-T8 19 — AS ROD SILICONE PEC.-885OR SIMILAR 20 SW—t01 AS ROD IMPACT OLAZINO BEAD 8063-16 21 SW—STL 1 3/6' X 3/4' FLAT BAR STEEL 22 SW—AS 4 ASSEMBLY SCREWS / 8 X 2 1/2" SMS. • •• ••• • • • • • •• • • • • • • •• 1100 •• • • • •• • 0.00 • •00 • • • • • • • • • • • • • • • • 000 • • • • • • • • • 00 • • • • • • • 0011 • • • • • Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Mao 1641145, Flald4 33012 Ph: (305)364-0062 Fao:(306)826-6116 PRODUCT REVISED as complying with the Florida Badding Coda Acceptance No Ex.. ration Date FRANCISCO 'IIERNANDEZ FL6RJOA: BEI # AL1393 2 DRAWING No. HS08-01 DATE 03-14-08 SCALE: 1/2'1' SHEET 4 OF 7 041,0 • • • • 0100 • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • •• •• • • • 110 •• O 00 • • • 000 • • 0.812 — 1.625 ----I --- 0.050 r I 0.062 _ , T I-- 0.304 1.676 MOVING t i n 0.812 MEETING SW -017 0063-15 0.080 1.— RAIL 2. 760 2ti r, (1LI 1.260 g 1.312 - 1 50 1.4371 07- 0.7180 OLAZSWING BEAD 018 8083-15 I a1 FRAME 2.077 JAMB TO MOVING SW -013 6083—T5 PANEL FIXED MEERNO RAIL SW -40111 6063-15 JAMB TO FIXED SW -014 6083—T5 PANEL 0.076 1,6060 SILL SW 5063—iS 3.062 RISER -40777 1.00 ,.aoo 1 0.610 SLIDER TOP AND 063 6063-75 0.602 4.444 I- BOTTOM RAIL 12 2.78 ( 0.082 1.� I 'I �t INSERT 8083—TS TRACK 306 3-x21 0.750 _L MIN� MOVING 1.0000 SIDE SW -016 0003— RAIL 6 FRAME HEAD AND SW -019 6063-15 SIU. • •• ••• • • • • • •• • • • • • • •• 1100 •• • • • •• • 0.00 • •00 • • • • • • • • • • • • • • • • 000 • • • • • • • • • 00 • • • • • • • 0011 • • • • • Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Mao 1641145, Flald4 33012 Ph: (305)364-0062 Fao:(306)826-6116 PRODUCT REVISED as complying with the Florida Badding Coda Acceptance No Ex.. ration Date FRANCISCO 'IIERNANDEZ FL6RJOA: BEI # AL1393 2 DRAWING No. HS08-01 DATE 03-14-08 SCALE: 1/2'1' SHEET 4 OF 7 041,0 • • • • 0100 • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • •• •• • • • 110 •• O 00 • • • 000 • • 1/2" MIN. ["----2 • . ♦ . • 2 1/2" MIN. DETAIL A ATTACHMENT TO MASONRY ULTRACON 1 1/4" MIN. EMBEDMENT INTO MASONRY THROUGH 1 BY WOOD BUCK. (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 HEAD. 1 BY W000 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 AND DESIGN PRESSURE CHARTS ON SHEETS 1 OF 7 AND 2 OF 7). TYPICAL HEAD. DETAIL C ATTACHMENT TO METAL STRUCTURE (STEEL OR AUJMI. 1/5" MIN. THICKNESS) •J ••• • • • • • •• • • • • • • • • •• ••• •DETA .CI• • •• ATTACHMENT TO MULLION 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 1 OF 7 AND 2 OF 7) TYPICAL FOR HEAD. ENWILTInli DETAIL ATTACHMENT TO WOOD 2 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 AND DESIGN PRESSURE CHARTS ON SHEETS 1 OF 4 AND 2 OF 4). TYPICAL FOR HEAD, MIAMI—DADE COUNTY APROVED —MULLION. (UNDER SEPARATE APPROVAL) r== __—;1 II =J • ••• • ••• • • • • • • • • • • • • • • • • •• • • 6 TYPICAL HEAD SMTIQDIS•• • • • • • • • ••• • 0 6 • as Sunshine Y1Rndows Manufacturing, Inc. 1745 W. 33d Plop 16.6oh. Florid. 33012 Ph: (305)304-9152 Fow005)e26-5115 0 2 PRODUCT REVISED as compl}log"With the Fh1!W Building code AooepMhoe No / -03 0.0 . Es 'ratio Deb AT:2'4TlIT's' 3-1s-L2i FRANCISCO'HERNANDEZ FL,4RIDA P5 N'51,$3 Z DRAWING No. HS08-01 DATE: 03-14—Oe SCALE: 1 SHEET 5 OF 7 ••• • • • • ••• • • • • • • • • • • • • • •0• • • • • • • • • • • • • it • •• •• • 6 • •• •• ••• • • • ••• • • OP! mom a Al mooll 2 1/2" MIN 2 1/2" MIN. 3/4" MAX. NON -SHRINK GROUT OR 1" BY W000 BUCK 1/4' ULTRACON 1 1/4" MIN. EMBEDMENT INTO MASONRY (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1 OF 7 AND 2 OF 7) TYPICAI. FOR SILL ONLY. DETAIL D ATTACHMENT TO PRECAST SILL DETAIL O 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 SILL. ATTACHMENT TO METAL STRUCTURE (STEEL OR ALUM. 1/8" MIN. THICKNESS) 1/4" ULTRACON 1 I/4" MIN. 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 1 OF 7 AND 2 OF 7), TYPICAL FOR SILL ONLY. DETAIL E ATTACHMENT TO MASONRY 1" MIN / MIAMI-DADE COUNTY APROVED J —MULLION. (UNDER SEPARATE APPROVAL) I I =J • T S 2HR 11D MALS '1l• t • (F R " NOSP I At NUMBER •• 8• 0 F ATIO�S AND F,�IG PI SSI♦RE CHA ON SHE{TS ••• •e�F 7.410 2 IF 7)4 • •• TYPICAL FOR SILL. DETAIL O 1 ATTACHMENT TO MULLION (STEEL OR ALUM.•1`8"41.NOTHICKNE ) TYPICAL SILL SECtIOI S • • • ••• • • ••• • • • • • • • • • • • ••• • • • • • • • 2 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" ULTRACON 1 1/2" MIN. PENETRATION INTO WOOD. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS ANO DESIGN PRESSURE CHARTS ON SHEETS 1 OF 7 AND 2 OF 7). TYPICAL FOR SILL. DETAIL 17 ATTACHMENT TO WOOD Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hiolooh, Florida 33012 Ph. (305)364-9952 Fox:(305)528-5118 a PRODUCT REVISED as complying with the PNi da A Icpx90ae Na Code I2' ./;041 . Ex, Indian Date . ?LTUJT/iAI By Miami . . . Product 3 -ti -tom FRANCISCO HERNANDEZ FLORIDA PE. #'51393 S , 1 In:ntl`t i DRAWING No. HS08-01 DATE: 03-14-08 SCALE: 1/2"-1' SHEET 8 OF 7 ••• • • • • ••• • • • • • • • • • • • • • ••• i) • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • ••• • • • 1/4" TAPCONS 1 1/4" MIN, EMBEDMENT INTO MASONRY THROUGH 1" BY WOOD BUCK OR NON SHRINK NON METALUC GROUT (FOR MM. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1 OF 7 AND 2 OF 7). TYPICAL FOR JAMBS. DETAIL H ATTACHMENT TO MASONRY 1/4" SNS 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 JAMBS. MIAMI–DADE COUNTY APROVED I MULLION. (UNDER SEPARATE APPROVAL) 1 l l 1 ) ATTACHMENT TO MULLIONS DETAIL 2 BY WOOD BUCK BY OTHERS. MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUC1URE. SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. 1/4" •MM. SHIM SPACE 1/4" ULTRACON 1 1/2" MIN. PENETRATION INTO WOOD. (FOR MAX. ANCHOR SPACING AN0 NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS ON SHEETS 1 OF 7 AND 2 OF 7). TYPICAL FOR JAMBS. DETAIL I ATTACHMENT TO WOOD •• ••• • • • • • • • • •• • • GLAZING DETAIL DETAIL 7 1/4" SMS THROUGH METAL. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESION PRESSURE CHARTS ON SHEETS 1 OF 7 AND 2 OF 7). TYPICAL FOR JAMBS. ATTACHMENT TO METAL STRUCTURE (STEEL OR ALUM, 1/8" MIN. THICKNESS) 0.090" DUPONT BUTAC1 E PVB 1/8" HEAT - 1/8" HEAT STRENGTHENED STRENGTHENED 3/8" GLASS BITE. (TIPICAL) SIUCONE PECORA 895 OR SIMILAR GLAZING: 0.340" OVERALL LAMINATED GLASS USING TWO LITES OF 0.125" HEAT STRENQqTfHENED GLASS WITH A 0.090" INTERLAYER F1SM DIAPOUT BUSAPTE PVB, BETWEEN THE TWO LITES OF GLASS. *AMINATCD BY IECNOGLASS. • • • • • • ••• .•• ••• • •• •••• • •••• • ••• • ••• • • • • •• • •• • •• • • • • • • • ••• • • TYP:ALUNIBSIxCITQNS • ••• • • • • Sunshine Windows Manufacturing, Inc. 1746 W. 33N Pk•• 11Id44I,, Fl•1b 33012 PI1 (306)3e4–a962 F•r.(306)626-6111 2 PRODUCT REVISED as complying with the PlorWa Building Code Acceptance N. Pi imam Date -to—LZ. FRANCISCO 'HERNAND Z FLORIDA +;Pg,!p\61,493 1"nnn r` 2 DRAWING No. HS08-01 DATE: 03-14-08 SCALE: , 2"_1• SHEET 7 OF 7 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Sunshine Windows Manufacturing, Inc. 1745 W. 33`d Place Hialeah, FL 33012 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER— Product ERProduct Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miami—Dade County) and/ or the AHJ (in areas other than Miami—Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "2009" Outswing Aluminum Casement Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 009-01, titled "Series 2009 Out—Swinging Aluminum Casement Window — Impact Resistant Glass", sheets 01 through 06 of 06, ,dated 12/03/08, with rgyisson no. 2 dated 12/22/14, prepared by manufacturer, signed and sealed by Francisco Hernandez, P. E., laa,rjrig the Miami—Dade County Product Control Section Revision stamp with the Notice of AQceptance nusvl,w and Expiration date by the Miami—Dade County Product Control Section. •.: Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. . Manufacturer's die drawings and sections. (Submitted under previous NOA No. 08-1224.10) 2. Drawing No. CS09-01, titled "Series 2009 Out -Swinging Aluminum Casement Window - Impact Resistant Glass", sheets 01 through 06 of 06, dated 12/03/08, with revision no. 2 dated 12/22/14, prepared by manufacturer, 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 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of a series 2000 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5560, dated 09/04/08, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 08-1224.10) C. CALCULATIONS . • .. • • . • . .... 1. Anchor verification calculations and structural analysis, comblyirig with ayst 5th Edition (2014), prepared by manufacturer, dated 12/22/14„ §fgral and 6s ;aled by. Francisco Hernandez, P. E. .... .. •. •• 2. Glazing complies with ASTM E1300-04/ 09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic ResourOes R). . . . . . .. .. .. . . • . ... E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc.' foi .their "Kuraray PVB Glass Interlayer" expiring on 12/11/16. 2. Pecora Corp. Part No. Pecora 895 EPDM exterior glazing gasket complying with ASTM C 794-30 pli, ASTM D412 Tension of 550 PSI, ASTM D 624-40 lbs./ in., ASTM D 2240—Hardness Shore A 27 Durometer, ASTM C 510—None, ASTM D 471-70 HRS 257°F and ASTM D 3835-3.0 HRS 180°F, ASTM C 719—±50%, ASTM D 3960-12 g/L, ASTM C 679-3hrs. 7 to 14 days, ASTM C 639—Nil. • . . . .. • .... . . . • • • • •. . Jatene D. Gascon, P. E. Product Control Section Supervisor. NOA No. 15-0120.03 Expiration Date: June 17, 2019 • Approval Date: April 09, 2015 E-1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to, complying with FBC 5th Edition (2014) and of no financial interest, dated 01/05/15, signed and sealed by Francisco Hernandez, P. E. 2. Department of State Certification of SUNSHINE WINDOWS MANUFACTURING CORPORATION, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 11/24/14 and filed by the Secretary of State. 3. Statement letter of conformance, complying with FBC-2010 and of no financial interest, dated 03/09/12, signed and sealed by Francisco Hernandez, P. E. (Submitted under previous NOA No.12-0314.12) 4. Laboratory compliance letter for Test Report No. FTL-5560, dated 05/12/09, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Michael Wenzel, P. E. (Submitted under previous NOA No.08-1224.10) G. OTHERS 1. Notice of Acceptance No. 14-0203.05, issued to Sunshine Windows Manufacturing, Inc. for their Series "2009 Outswing Aluminum Casement Window — L.M.I.", approved on 03/27/14 and expiring on 06/17/19. .. • . . . . .... . . .• .. . . . . .... .. . . .. . .... . • .. . . .... .. . . . . . . . • . . • . • • . • . • .. . • . .. • . ... • • • .. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 15-0120.03 Expiration Date: June 17, 2019 Approval Date: April 09, 2015 E-2 5" MAX AT HEAD/SILL CORNERS HINGE LOCATION AT HEAD/SILL CORNERS. SEE HINGE LOCATION DETAIL. FALSE MUNTNS MAY BE USED (SURFACE APPLIED) OPERATOR LOCATION AT HINGED SILL CORNER. SEE OPERATOR LOCATION DETAIL. SINGLE VENT CASEMENT WINDOW HINGE LOCATE FLUSH AGAINST J B AT HEAD AND LL OF MAIN FRAME MAIN FRAME SILL MAIN FRAME JAMB 010 0 • 0 0 MAIN FRAME JAMB GENERAL NOTES: 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF FBC 5TH EDITION (2014). THE DESIGN REMAIN THE SAME AS IN THE PREVIOUS NOA IN COMPIJANCE WITH FBC 2010. 2.- SHUTTERS ARE NOT REQUIRED. 3 7/8" HINGE LOCATION DETAIL OPERATOR LOCATED ON INTERIOR WALL OF WINDOW FRAME SILL MAIN FRAME SILL OPERATOR LOCATION DETAIL PRESSURES 3.- HINGE LEFT OR HINGE RIGHT CONFIGURATION. 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 4 THRU 6. 6.- CONCRETE / MASONRY STRUCTURE FOR UNIT ATTACHMENT SHALL 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 Fm' = 2000 PSI MIN. 7.- USE NON -SHRINK, NON-METALIC HYDRAUUC CEMENT GROUT PER ASTM C1107/C1107M STANDARD SPECIFICATION FOR PACKAGED DRY. • • • • • • • • • • • • 8.- WOOD HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PINE" G= 0.:5 OR GRE rETF• pE4ST�'. 9.- STEEL HOST STRUCTURE SHALL NOT BE LESS THAN 18 GAUGE. STEEL SUALL r := :6 =(SI••MI • •• • • 10.- THE THICKNESS OF THE ALUMINUM HOST STRUCTURE SHALL NOT BE•LLSS 1SEN• 1/8' • • • • ALUMINUM SHALL BE 6063-T6. 11.- 1X OR 2X WOOD BUCKS NOT INCLUDED IN THE SCOPE OF THIS PRODUCT APPROVAL SHALL BE PROPERLY ATTACHED TO SUSTAIN AND TRANSFER THE LOADS IMPOSED BY TH�G ( GLAi SYSTEM JO T1;E•STRUCTUWE • } AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO iOC 11 INSTALLATION! • • •• • • • •• • 12.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROIEVED 1BY O.HER9) AS 6PECIFIED • • • • • • • • • • IN FOC 5TH EDITION (2014). • • • • • •• • • • • • • • e Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Plow Hialeah. Floddo 33012 Pb: (305)384-9952 fas:(305)828-5118 TO 90 0 0 0 0 z N ua 4 i N N PRODUCT REVISED a complying with ilia Florida Building Code ' J Acccptonco No aro .4ILM 3 y"1 12-22-14 A18mi5Tde Product Cannel FRANCISCO HERNANDEZ FLORIDA PE # 51393 i DRAWING No. CS09-01 DATE: 12-03-08 SCALE: NTS SHEET 1 OF 6 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 0•• • • DESIGN PRESSURES CHART - PSF IMPACT RESISTANT GLASS WINDOW DIMENSION ANCHORS 5/16" IMPACT GLASS HEAD & ,,n EXT. INT. WIDTH HEIGHT sILL STANDARD SIZES ) 1 19 1/8" 2 90.00 90.00 26 1/2' 28' 3 3 90.00 90.00 37" 4 90.00 90.00 -++'17'x'7 2 f OOO= -'W.003 26 1/2" nrS71. ! 3 4 90.00 90.00 r37L ! 4 •-90:00"--90:00...- . 19 1/8' 2 90.00 90.00 ' 28 1/2' 5 3 5 90.00 90.00 37 1 40. _90-00J 19 1/8' 2 90.00 90.00 26 1/2' Z6 ) 3 6 90.00 90.00 ff.-57.'4' 4 -AMC' I MODULAR SIZES I 24" 3 90.00 90.00 24' 3 4 90.00 90.00 38" 24' 3 90.00 90.00 36' 4 4 90.00 90.00 38' 24' 48" 3 5 90.00 90.00 4 90.00 90.00 38' 24' 3 90.00 90.00 80" 6 4 90.00 90.00 38' Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Plow Hialeah. Floddo 33012 Pb: (305)384-9952 fas:(305)828-5118 TO 90 0 0 0 0 z N ua 4 i N N PRODUCT REVISED a complying with ilia Florida Building Code ' J Acccptonco No aro .4ILM 3 y"1 12-22-14 A18mi5Tde Product Cannel FRANCISCO HERNANDEZ FLORIDA PE # 51393 i DRAWING No. CS09-01 DATE: 12-03-08 SCALE: NTS SHEET 1 OF 6 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 0•• • • ( •• ••• •• • • • •• HORIZONTAL SECTIblq • • ••• • • • • • • •• • • • • • •• • • • • ••• • • • • • • • • ••• • • • • • • • INDOW HEIGHT VERTICAL SECTION 11. Sunshine Windows Manufacturing, Inc. 1745 W. 33rd PNoc. Mesh. Fbdd9 33012 Ph: (305)384-9652 For(385)8128 —5118 O E-1 z m NO CHANGE THIS SHEET W ^ N Z 00 cu E zw z, A N O 0 a PRODUCT REVISED as complying w Lilo Florida Building Dodo Aoceptanco No >_• .i 910 �G M Miami) . Product Contro 17111:!. . 1`} FRANCISCO HERNANDEZ FLORIDA PE # 51393 Z N DRAWING No. SGDO9 DATE: 12-03-08 SCALE 1/2"=1' SHEEP 2 OF 6 ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • MATERIAL LIST ITEM', PARTa QTY DESCRIPTION MATERIAL REMARKS 1 OC -3430 4 FRAME 6063-15 TRUTH HARDWARE 2 0C-3428 1 VENT 8063-15 TRUTH HARDWARE 3 OC -3427 AS RQD CURVED GLAZING BEAD 6083-15 TRUTH HARDWARE 4 OC -3427 A AS RQD RECTANGULAR GLAZING BEAD 8063-15 TRUTH HARDWARE 5 - 1 .057" THICK CORNER KEY STARLESS STEEL ULTRA HARDWARE 6 - 1 .057' THICK CORNER KEY STARLESS STEEL TRUTH HARDWARE 7 - 1 .057' THICK CORNER KEY STAINLESS STEEL ULTRAFAB 8 - 1 .Q57' THICK CORNER KEY STAINLESS STEEL FRANK LOWE 9 - 16 ASSEMBLY SCREWS A 8 X 1" PH SMS �N1 10 35.13.00 1 EGRESS 4 BAR HINGE STAINLESS STEEL TRUTH HARDWARE 11 30175 1 TRACK STAINLESS STEEL TRUTH HARDWARE MATERIAL LIST ITEM! PARTa QTY DESCRIPTION MATERIAL REMARKS 12 23.011 1.188 OC-3 8083--TS15 SINGLE ARM OPERATOR STEEL TRUTH HARDWARE 13 24.301 MULTI -POINT LOCK ZINC TRUTH HARDWARE 14 11901-22 1 TIE BAR STEEL TRUTH HARDWARE 15 31648 AS RQO KEEPERS STEEL TRUTH HARDWARE 16 03144 AS RQ0 TIE BAR GUIDE NYLON ULTRA HARDWARE 17 4905 AS RQD GLAZING BEAD BULB VINYL TRUTH HARDWARE 18 E20310KN AS RQD WEATHER STRIP BULB VINYL. ULTRAFAB 19 - AS ROD GLAZING TAPE FOAM FRANK LOWE 20 - AS RQD SNUBBERS NYLON �N1 21 - 4 SHEAR PLATE 6063-85 FULL LENGTH 22 SEALANT AS RQD PECORA 895/DOW CORNING 899 SILICONE • •• ••• • • • • • •• • • • • • • • • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • •• • • • • • •• • • • 4 ••• • • • • • • • • ••• • • • • • • • Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Pfau Hialeah, Florida 33012 Ph: (305)384-9052 For:(305)828-5118 Z N 3 N_ O 9 a PRC194 PREVISED 41‘0440904/ 'Wth the Florida Building 'Cods. ' Acceptance No Wand ade Pro. uct Control q3 12-22- / FRANCISCO HERNANDEZ FLORIDA PE JJ 51393 Z N DRAWING No. SGDO9 DATE: 12-03-08 SCALE: 1/2"."1" SHEET 3 OF 6 ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • •• • --1.518-X0.501 'I ---1.708- -9.54 1.188 0.875 GLAZING 1.188 OC-3 8083--TS15 0.738 BEAD O 0.875 GLAZING 0.736 1.186 BEAD OC-3427 6063-15 O A 2.5 2. 0.520 0.010 2.978 1.8I4 1. 39 2.478 0.749 2. 2.750 2' O 3. -.---2.000 0.070 0.168 0.231 1 2.871 0.872 1 _1 1.670 SHEAR PLATE 6063-15 21 0.250 1.162 ��� jjj��� f`-' 0.725 �N1 ' 1.000 1 -2.240 0.988-- SASH OC -3428 6063-T5 O - FRAME --0.740 0.840 1 300 FRAME OC -3430 6063-T5 0 2.7 P 3. 8 CORNER KEYS • •• ••• • • • • • •• • • • • • • • • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • •• • • • • • •• • • • 4 ••• • • • • • • • • ••• • • • • • • • Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Pfau Hialeah, Florida 33012 Ph: (305)384-9052 For:(305)828-5118 Z N 3 N_ O 9 a PRC194 PREVISED 41‘0440904/ 'Wth the Florida Building 'Cods. ' Acceptance No Wand ade Pro. uct Control q3 12-22- / FRANCISCO HERNANDEZ FLORIDA PE JJ 51393 Z N DRAWING No. SGDO9 DATE: 12-03-08 SCALE: 1/2"."1" SHEET 3 OF 6 ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • •• • 2 1/2" MIN. 2 1/2" MIN. 1/4" ULTRACON WITH 1 1/4" MIN. EMBEDMENT INTO CONCRETE THROUGH 1" BY WOOD BUCK (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO DESIGN PRESSURES CHART AND ELEVATION ON SHEET 1 OF 6) 1" BY WOOD BUCK WOOD BUCKS BY OTHERS MUST BE PROPERLY SEALED AND ANCHORED TO TRANSFER LOADS TO THE STRUCTURE . SHOULD BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. SHIM SPACE METAL STRUCTURAL MEMBER BY OTHERS (SHALL WITHSTAND ANCHOR SHEAR FORCES) MINIMUM THICKNESS = 1/8" 1/4' ULTRACON WITH 1 1/2- MIN. PENETRATION INTO WOOD. (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO DESIGN PRESSURES CHART AND ELEVATION ON SHEET 1 OF 6) ATTACHMENT TO CONCRETE 1/4" SMS. THROUGH METAL (FOR NUMBER OF ANCHORS AND AND MAX. SPACING REFER TO DESIGN PRESSURES CHART AND ELEVATION ON SHEET 1 OF 6) 11 a a_ 2 ATTACHMENT TO METAL STRUCTURE DETAIL 2" BY WOOD BUCK WOOD BUCKS BY OTHERS MUST BE PROPERLY SEALED AND ANCHORED TO TRANSFER LOADS TO THE STRUCTURE . SHOULD BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. ATTACHMEN1 TO WOOD •• ••• • • • • • •• •• • • • •• ••• •• • • • •• • • • • •••• • ••• •• •• • • • • • • • • •• TYPICAL SECTIONS' g BE.A� • • • • • •• ••• • • • • • Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place liol.oh. Florida 33012 Ph: (305)364-9952 Fox:(305)625-5118 In K A N ro O N PRODUCT REVISED as complying with the Florida Building Cod: Aooeplmoo No 1 I. ado Produet Conn .03 FRANCISCO HERNANDEZ FLORIDA PE # 51393 Z N DRAWING No. SGDO9 DATE: 12-03-08 SCALE: 1/2'=1" SHEET 4 OF 6 •ii • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4" ULTRACON OY ELCO WITH 1 1/4" MIN. EMBEDMENT INTO CONCRETE THROUGH 1 BY WOOD BUCK (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO DESIGN PRESSURES CHART AND ELEVATION ON SHEET 1 OF 6) 1" BY WOOD BUCK WOOD BUCKS BY OTHERS MUST BE PROPERLY SEALED AND ANCHORED TO TRANSFER LOADS TO THE STRUCTURE . SHOULD BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION, METAL STRUCTURAL MEMBER BY OTHERS (SHALL WITHSTAND ANCHOR SHEAR FORCES) MINIMUM THICKNESS = 1/8" 1/4" MAX. SHIM SPACE 1/4" SMS. THROUGH METAL (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO DESIGN PRESSURES CHART AND ELEVATION ON SHEET 1 OF 8 Sunshine Windows Manufacturing, Inc. 1745 W. 33M Placa Niobah, FbMda 33012 PA (305)384-9932 Fax:(305)828-5116 ATTACHMENT TO METAL STRUCTURE ATTACHMENT TO CONCRETE 1/8" H.S. GLASS 0.09 BUTACITE PVB BY DUPONT GLAZING 1/4" ULTRACON BY ELCO WITH 1 1/2" MIN. PENETRATION INTO WOOD. (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO DESIGN PRESSURES CHART AND ELEVATION ON SHEET 1 OF 6) 1/4" MAX. SHIM SPACE 2" BY WOOD BUCK WOOD BUCKS BY OTHERS MUST BE PROPERLY SEALED AND ANCHORED TO TRANSFER LOADS TO THE STRUCTURE . SHOULD BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. 1/8" H.S. GLASS GLAZING TAPE I'kTYPICAL GLASS BITE SIUCONE PECORA 895/ DOW CORNWG 899 GLAZING: 5/16" IMPACT (1/8" H.S. + 0.09 PVB + 1/8" H.S.) GLAZING DETAIL ATTACHMENT TO WOOD 'RODUCT REVISED As complying with are Ylotida iuildln8 Code .. I ^,ccetiE co No FRANCISCO HERNANDEZ FLORIDA PE # 51393 SHEET 5 OF 6 •••11, ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • 000 • • METAL STRUCTURAL MEMBER 8Y OTHERS (SHALL WITHSTAND ANCHOR SHEAR FORCES) MINIMUM THICKNESS = 1/8" MIN. a. 1/4" SMS. "THROUGH METAL (FOR NUMBER OF ANCHORS MD MAX. SPACING REFER TO DESIGN PRESSURES CHART AND ELEVATION ON SHEET 1 OF 8) ATTACHMENT TO METAL STRUCTURE 2 1/2" MIN. 2 1/2" MIN. 1/4" ULTRACON 1 1/2 MIN. PENETRATION INTO WOOD (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO DESIGN PRESSURES CHART AND ELEVATION ON SHEET 1 OF 6) 3/4MAX. NON—SHRINK GROUT OR 1' BY WOOD BUCK 1/4" ULTRACON WITH 1 /4" MIN. EMBEDMENT INTO CONCRETE 1.44 (FOR NUMBER OF ANCHORS AND MAX. SPACING 0 < REFER TO DESIGN PRESSURES CHART a cn AND ELEVATION ON SHEET 1 OF 6) M 1 ATTACHMENT TO PRE -CAST SILL co ATTACHMENT TO WOOD • • • • • • • • • • • • 1/4" ULTRACON BY ELCO WITH 1 1/4" MIN. EMBEDFIENT • • INTO CONCRETE THROUGH 1 BY WOOD BUCK • • • • OR NON SHRINK NON METALLIC GROUT • (FOR MAX. ANCHOR SPACING AND NUMBER • • • • • • • • • • • • OF ANCHORS REFER TO SHEET 1 OF 6) ATTACHMENT TO CONCRETE • 0040 • .•. • • . •••• • • • TYPICAL SECTIONS If SJLL. • • • • • .. . • • • • • • 2" BY WOOD BUCK WOOD BUCKS BY OTHERS MUST BE PROPERLY SEALED AND ANCHORED TO TRANSFER LOADS TO THE STRUCTURE . SHOULD BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION, Sunshine Windows lionufacturing, Inc. 1745 W. 33r0 Place NiaMah, flod do 33012 Ph: (305)304-9052 F04303)828-5118 471 r• 1,1 0 01 PRODUCT REVISED no complying with ibis Florida Buildthg C000 AC04491100 NCI • • 7.27CA Miami Dade Product Contro 1111% I 2 -- FRANCISCO HERNANDEZ FLORIDA PE # 51393 2 DRAWING No. SGDO9 DATE: 12-03-08 SCALE: 1/2"=1" SHEET 6 OF 6 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 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 mnanufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone, DESCRIPTION: 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.Qov/economy ... • APPROVAL DOCUMENT: Drawing No.M2011, titled "Aluminum Tube Mullion" L.I�.I.," sh p j. through 21 of 21, dated 02/11/13, prepared by manufacturer, signed and sealed by rraricis:o Hernairdex, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice o1f•Acceptaaee number and approval 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 nap •cx logo,•oity,• state, model/series, and following statement: "Miami -Dade County Product Control Approved", unles%•otherwise' noted herein. • • • RENEWAL of this NOA shall be considered after a renewal application has been, filed and tyre 1i t been. no change in the applicable building code negatively affecting the performance oftliir.proluct. . •. • • • • TERMINATION of this NOA will occur after the expiration date or if there has been a revisiotlor dhange 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 rnanufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA 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 NOA No. 11-1216.02 Expiration Date: March 28, 2018 Approval Date: March 28, 2013 Page 1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No M2011, Sheets 1 through 21 of 21, titled "Aluminum Tube Mullion L.M.I.", dated 02/11/13, 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 windows mulled together using different sizes of rectangular and round aluminum tube mullions, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL- 7067, dated 09/26/12, signed and sealed by Marlin D. Brinson, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 11/22/11 and revised on 02/25/13, prepared, signed and sealed by Francisco Hernandez, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resourag [12ER•) :'•. '. E. MATERIAL CERTIFICATIONS'•• .... • . .... . .. . .. • •••• . .... • . 1. None. F. STATEMENTS • . • • .. • • • • •. • • • . ..• .... • • 1. Statement letter of conformance, complying with the FBC-2010, and of no'fin'arnial interest, dated February 23, 2013, signed and sealed by Francisco Hernandez, P.E. 2. Proposal No. 11-1216.02 issued by Product Control, dated January 31, 2012, signed by Manuel Perez, P. E. G. OTHERS 1. None. E-1 Manuel Perez, PE. Product Control Exam, jeer NOA No. I I -I2.16.02 Expiration Date: March 28, 2018 Approval Date: March 28, 2013 0.125" OR 0.250" THICKNESS • OR 21 VERTICAL OR HORIZONTAL RECTANGULAR MULLIONS SFE MITI I ION IIFTK'N 1 QADS (MUI10 N CAPACITY) TABLE # 1 ON SHEFT 4 OF 22. ILGFLAZING UNIT SEE NOTES 2 AND 4 F4NOTES .. •". I4. . .. ..p. . 144 .. 1. . 1. ..I 1�OWING UNIT. SEE NOTES 2 AND 4 I OF GENERAL NOTES `Il 3 1/2" 0 OR 4" 01 ALUM. TUBE 0.082" OR 0.125' THICKNESS • VARIES 90' TO 180' VERTICAL ROUND TUBE MULLION GFF MITI I ION OFSK;N LAOS (um 1K1N CAPACITY) AND ANCHOR DESIGN LOADS (ANCHOR CAPACITY) TABLE % 4 ON SHEET 6 OF 21 INDEX OF DRAWINGS 1 OF 22 .- MUWON SECTIONS, GENERAL NOTES AND PROCEDURE FOR MULLION SELECTION. 2 OF 21 .- MUWON SHAPES, ANCHOR CUPS AND ANCHOR CUPS LOCATION DETAILS. 3 OF 21 TABLE / 1. MU WON DESIGN LOADS (MULUON CAPACITY) FOR RECTANGULAR MULUONS. 4 OF 21 .- TABLE 1f 2. ANCHOR DESIGN LOADS (ANCHOR CAPACITY) FOR RECTANGULAR MULUONS. 5 OF 21 .- TABLE / 3. ANCHOR DESIGN LOADS (ANCHOR CAPACITY) FOR RECTANGULAR MULLIONS. 6 OF 21 .- TABLE 1 4. MULLION AND ANCHOR DESIGN LOADS (MULLION AND ANCHOR CAPACITIES) FOR ROUND MULLIONS. 7 OF 21 .- ANCHOR CONFIGURATION TYPE Al ON CONCRETE OR MASONRY WITH 1BY WOOD BUCK. 8 OF 21 .- ANCHOR CONFIGURATION TYPE Al ON W000EN STRUCTURE OR 28Y WOOD BUCK. 9 OF 21 .- ANCHOR CONFIGURATION TYPE A2 ON CONCRETE OR MASONRY WITH 1BY WOOD BUCK AND ON W000EN STRUCTURE OR 28Y WOOD BUCK. 10 OF 21 .- ANCHOR CONFIGURATION TYPE A3 ON CONCRETE OR MASONRY WITH 18Y WOOD MUCK ANO ON WOODEN STRUCTURE OR 28Y W000 BUCK. 11 OF 21 .- ANCHOR CONFIGURATION TYPE A3 ON CONCRETE OR MASONRY WITH 1BY WOOD BUCK AND ON WOODEN STRUCTURE OR 2BY WOOD BUCK FOR 2" X 6" MULUON. 12 OF 21 .- ANCHOR CONFIGURATION TYPE 131 ON CONCRETE OR MASONRY. 13 OF 21 .- ANCHOR CONFIGURATION TYPE 82 AND 83 ON CONCRETE OR MASONRY. 14 OF 21 .- ANCHOR CONFIGURATION TYPE B3 ON CONCRETE OR MASONRY. 15 OF 21 .- ANCHOR CONFIGURATION TYPE Cl ON METALLIC STRUCTURE. 16 OF 21 ANCHOR CONFIGURATION TYPE C2 ON METAWC STRUCTURE. 17 OF 21 .- ANCHOR CONFIGURATION TYPE C3 ON METALUC STRUCTURE. 18 OF 21 .- ANCHOR CONFIGURATIONS TYPE 02, 03 AND D4. MULUON TO MULUON CONNECTIONS. 19 OF 21 .- ROUND MULLIONS. TOP NEWS FOR ANCHOR CONFIGURATIONS TYPE BR2, 8R3, CR2 AND CR3. 20 OF 21 .- ROUND MULUONS. TOP VIEWS FOR ANCHOR CONFIGURATION TYPE 8R4 AND CR4. 21 OF 21 .- ROUND MULUONS. SIDE VIEWS FOR ANCHOR CONFIGURATIONS TYPE 892, BR3, BR4, CR2, CR3 AND CR4. GENERAL NOTES: 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE. 2. -MULLIONS SHALL BE USED ALONG WITH SEPARATE APPROVED GLAZING UNITS MEETING THE 2010 FLORIDA BUILDING CODE REQUIREMENTS. USE GLAZING UNIT APPROVAL TO SPECIFY FASTENER SIZE AND SPACING. 3.- TYPE OF ANCHORS: FOR ATTACHMENT INTO CONCRETE OR MASONRY WITH 1BY, 2BY OR WOODEN STRUCTURES USE 1/4" DIAM. TAPCON BY "1TW BUILOEX" (901 No.07-1125.10): FOR ATTACHMENT TO METAL STRUCTURES, OR METAL TO METAL CONNECTIONS USE 1/4" MM. GRADE 5 SHEET METAL SCREWS. 4.- THE DESIGN PRESSURES SHOWN ON THE CHARTS ARE BASED ON TUBE STRENGTH ONLY. NO CONTRIBUTION OF ATTACHED GLAZING UNITS ARE CONSIDERED. 5.- FOR DETAILS OF ATTACHMENT BETWEEN MUWONS AND STRUCTURES REFER TO SHEETS 7 THROUGH 21 OF THIS PRODUCT APPROVAL. 6.- WOOD BUCKS 8Y OTHER SHALL BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION. 7.- THE THICKNESS OF THE STEEL/ALUMINUM HOST STRUCTURE SHALL BE NOT LESS THAN 1/8". ALUMINUM SHALL BE 8083-18 AND STEEL SHALL BE Fys 38 ksi MIN. 8.- TUBE MATERIAL SHALL BE ALUMINUM ALLOY 6063-T6. 9.- ALL ANCHORS INSTALLED IN THE STEEL/ALUMINUM HOST STRUCTURE SHALL HAVE 1" MINIMUM TO THE EDGE OF THE STRUCTURAL MEMBERS. 10.- WOOD HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PINE" 0-0.55 OR GREATER DENSITY. ALL ANCHORS INSTALLED W WOOD SHAH HAVE 1" MINIMUM TO THE EDGE OF THE STRUCTURAL MEMBERS WITH 1 3/8" MIN. EMBEDMENT. • 11.- CONCREIF STRENGTH4Pof3,2IP FyI Mit. /INNIVATM C90, GROUT RULED/AMU fm." 2900 90 /MIN* • ��t� ALL ANCHORS INBTALLED•INT CCy1CRFTE jHA4, H / : 172; MINIMUM DIST. TO THE STPo/CTURAL f4EMYERti WTW 1.3/4" MW. EMBEiMENT. (EXCLUDING S•118CO3 T7/6/0 ERIC* 4WD OMNER 1•ALL•FINI$IrcS). 12.- MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL BE PROTECTED IN ACCORDANCE WITH THE SECTION 2003.8.4 019 THE !ON* FLORIDA .UILOIt'3.01DDE. • • • • • • • • • • • • • • • . .•. • • • • • • • • •• . • • • ••• • • • • • • PROCEDURE FOR MULLION SELECTION 1. DETERMINE THE DESIGN PRESSURE 8Y COMPUTING THE WIND LOAD IN PSF ACTING ON THE MULLION AS PER 2010 FLORIDA BUILDING 000E. 2. USE MULUON DESIGN LOAD (MUWON CAPACITY) TABLES / 1 AND / 4 ON ON SHEETS 3 AND 8 OF 21 TO DETERMINE THE MU WON SECTION REQUIRED TO MEET THE DESIGN PRESSURE. 3. USE TABLES # 2, # 3 AND # 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 (MUWON CAPACITY). 4. 1NGHLIGHT MUWON AND ANCHOR SELECTED OPTIONS AND CORRESPONDING TABLE VALUES OBTAINED IN A SPECIFIC APPUCATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. Approved as oomplyloy wItd the Florida Bolding Code ... Dote Mlaml Dade Product Control 2-25-13 FRANCISCO HERNANDEZ FLORIDA PE # 51393 Manufacturing, Inc. 1745 w. 33rd Plods HkNah, 1lodda 33012 Ph: (305)354-9952 Foz:(305)828-5118 D 00n by, NM Dob: 02-11-13 9eols, Rsvlsbn: Rs4alsn: ORAWIN0 N0. M2011 SHEET 1 OF 21 ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • •l• • • • 5•• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 1000 • • • 000 • • ROUND MULLIONS CROSS SECTIONS RECTANGULAR MULLIONS CROSS SECTIONS ANCHOR CLIPS CROSS SECTIONS ''tzc 0.082 0.126 I 1.750 0.12a 0_125""• 0I- 4.000 li 1( 10.123 4.000 0.125 0.750 0.125 �. _ 3.000 '^_.it 0 125 4 4 3,000rii 0 125 0.094 0.09 2.250 2.000 2.000 2.250 iiiiti:;•;;:i =ii.::;iii'i :3ii`1?::•ii:. '?S?i1";.•:??: Sunshine Windows 2,000 0 123 1.9 • 0 125 I 0 12$ 5,000 10.125 750 Manufacturing, Inc, 2.000 5.500 0 2.000 1748 W. Jird Place - 0.094 1I I�-0.500 10.125 V1 CUP V2 CUP 2" X 2" X 1/8" ANGLE CUP 2" X 5" X 1/8" ANGLE CLIP U CUP / Hialeah, Florida 31012 52 1.000 OPTIONAL TIP Fo,c(305)826-8118 3.500 4.000 - ALLOY: 8083-15 ALLOY: 6063-T5 ALLOY: 6063-T5 ALLOY: 8083-15 ALLOY: 8083-T5 3 1/2" ROUND MULL ALLOY: 8063-16 4' ROUND MULL ALLOY: 6063-T6 1' X 2' X 1/8' 1.000 1" X 2" X 1/8" ANCHOR CLIPS LOCATION DETAILS A 1' X 1" X 3" X 1/8" 4" X 1/8" 1" X 3" X 1" X 4" X 1/8" 1/8" / ; ItN ALLOY: 6063-T6 ALLOY: 6063-16 'I-Lik jI:8.000 .-j ` ... `,. I `I._. 1 1l -- 125 1 0.125 a 4 .----1.5 DETAIL 3 - DETAIL 4 4043 1 FILLER ALLOY � CONTIN. WELD 1 4.000 -00.22500 4.000 DETAL I DETAIL 2 V CUPS L CLIPS V CUPS L CLIPS HORIZONTAL POSITION HORIZONTAL POSITION VERTICAL POSITION VERTICAL POSITION ON SUBSTRATES ON SUBSTRATES ON SUBSTRATES ON SUBSTRATES O I••a \1/8" TOP VIEW - W ROUND MULLION ANCHOR SLEEVE 1.000 ALLOY: 6083-15 - - 1" X 4" X 1/4" 2.000 2"X4'X 1/8"�� ^�+--� lS� I [al 8 - ALLOY: 6083-T6 2" X 6" X 1/8' C I ALLOY: 8063-16 i 4043 FILLER ALLOY i I DETAIL 5 DETAIL 6 DETAIL 7 DETAIL 8 CONTIN. WELD eve I 2.000 -- f 0.250 V CUPS 1 CUPS V CLIPS L CUPS HORIZONTAL POSFTION HORIZONTAL POSITION VERTICAL POSIIION VERTICAL POSITION MULLION TO MULUON MUWON TO MULLION MULLION TO MUWON MUWON TO MUWON 0.128 A 6.000 SECTION 1-1 ,' SLEEVE I 1 ROUND MULUON ANCHOR . ..-.. 1 ALLOY: 6063-T5IN ••• • • • • •• • • • • • •' • •Or4wn by: NM ROUND MULLLION SLEEVES 2.000 • • • • • Dole. 02-11-13 MULLION OIMENSIONS • • • • • • • • tea. 1/4" - 1" TWE A 8 C 2' X 6' X 1/4" �r t 9 ••• •• • 1i •• DETAIL 11 r} •• Revision: UU CPS U C PS ROUND MULUON SLEEVE R4Nabn: 3 1/2"0 5.500" 3.250' 0.125' ALLOY: 6063-T6 HORIZONTAL POSITION VERTICAL POSITION VERTICAL POSITION- MULUON TO MULUON ON SUBSTRATES I MULUON TO MULUON approved complying PP Yeti n9 W:il IO with the VVV V U DRAWING NO. 4"0 6.000" 3.687" 0.125" • • • • • • • • • • Florida Ruining Cede Dale,±i r.yr�y. C/...... : E ANNDEZ Nona FRANCISCO HERNANDEZ NOTES: - FOR ROUND MUWON AND ANCHOR DESIGN LOADS SEE SHEET 6 OF 21. - FOR CONFIGURATIONS OF ROUND ANCHORS MULLION P S k e• IPS MInoll Dade Product Control • FLORIDA PE # 51393 �• Y�'i AND ANCHOR CLIPS LOCATION U+ TAILSDy / u::/,,-:, SHEET 2 OF 21 SEE SHEETS 19, 20 AND 21 OF 21. ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 1000 • • • 000 • • MULLION DESIGN LOADS (MULLION CAPACITY) FOR RECTANGULAR MULLIONS TARLRI#I MULLION DESIGN LOA) - P5F MUWON DESIGN LOAD - PSF MUWON DESIGN LOAD - P51 OWENSIONS MUWON MULLION MULLION MUWON DIMENSIONS MUWON MUWON MUWON MUWON DIMENSIONS MUWON MUWON *Will �� SPAN 1' X 2' X 1/8' 1' X 3' X 1/8' 1' X 4' X 1/8' 1' X 4' X 1/4' WIO1F1 (lV) SPAN I' X 4' X 1/4' 2' X 4' X 1/8' 2' X 6' X 1/8' 2' X 6' X 1/4' WIDTH SPAN 2' X 8' X 1/8' 2' X 6' X I/4' 27' co 128.5 140.0 140.0 140.0 27' 84'69.55 140.0 115.4 140.0 140.0 27' 120' 122.8 140.0 3T 140.0 140.0 140.0 37' 112.8 84.20 140.0 140.0 37' 89.45 140.0 48' 72.25 140.0 140.0 140.0 48' 87.00 64.90 140.0 140.0 48' 68.90 126.6 60' 57.80 119.9 140.0 140.0 60' 51.90 112.5 140.0 60' 55.15 101.3 66' 52.55 109.0 140.0 140.0 66' 63.25 47.20 102.3 140.0 86' 50.15 92.10 74' 46.85 97.25 140.0 140.0 74' 56.40 42.10 91.25 140.0 74' 44.70 82.15 80' 43.35 90.00 140.0 140.0 80' 52.15 38.90 84.40 140.0 80' 41.35 76.00 27' 51' 57.45 140.0 140.0 140.0 27' 90• 125.7 77.30 140.0 140.0 27' 128' 111.2 140.0 37' 41.90 113.7 140.0 140.0 37' 91.70 58.40 140.0 140.0 37' 81.15 140.0 48' 32.30 87.65 140.0 140.0 48' 70.70 4,3.45 122.6 140.0 48' 62.55 114.9 so - 70.10 112.8 140.0 60' 56.55 34.75 98.00 140.0 60. 517.00 91.90 66' - 63.75 102.5 140.0 88' 51.40 31.60 89.15 140.0 60' 45.45 63.50 74' - 56.85 91.45 140.0 74' 45.85 28.20 79.50 140.0 74' 40.55 74.50 80' - 52.60 84.60 140.0 80' 42.40 - 73.55 135.1 80' 37.50 68.90 27' 58'- - 111.9 140.0 140.0 27' BB• 103.6 64.45 140.0 140.0 27' 132' 101.3 140.0 37' - 81.65 140.0 140.0 37' 75.55 47.00 139.7 140.0 37' 73.90 135.8 48' - 82.95 109.0 740.0 48' 58.25 36.25 107.7 140.0 48' 57.00 104.7 80• 50.35 87.20 140.0 60' 48.60 29.00 86.20 140.0 60' 45.60 83.75 66' - 45.75 79.25 140.0 66' 42.35 - 78.35 140.0 66' 41.50 76.15 74' - 40.80 70.70 138.3 74' 37.75 - 69.90 128.4 74' 36.90 67.90 80' - 37.75 65.40 128.0 80' 35.00 - 64.65 118.7 80' 34.20 62.80 27' 83' - 67.30 140.0 140.0 27' 102' 86.35 54.30 140.0 140.0 27' 139' r • • 92.70 140.0 37' - 63.70 119.8 140.0 37' 63.00 39.60 123.8 140.0 37' 67.65 124.2 48' - 49.10 92.40 140.0 48' 48.55 30.50 95.45 140.0 48' 52.15 95.80 eo' - 39.30 73.90 140.0 60• 38.85 - 76.35 740.o 60' 41.70 76.60 66' - 35.70 67,20 131.5 66' 35.30 - 69.40 127.5 66' 37.90 69.85 74' - 31.85 59.90 117.3 74' 31.50 - 61.90 113.7 • 74' -•• 33.80 62.10 80' - 29.45 55.40 108.4 80' 29.10 - r 57..25 10 0,2 • 606 41.25 57.45 27• 75' - 51.75 111.0 140.0 27' 108' 72.70 46.10 610.0 4,1910 .1 • 271 1 • • • 85410 140.0 37' - 37.75 81.00 140.0 37' 53.00 36.65 o 11108.4 r ill 0 • • •• 37 • r •• •• 144' 42401 114.1 48' - 29.10 62.40 122.1 48' 40.90 - 85.10 140.0 48' 47.85 87.90 60' - - 49.90 97.70 60' 32.70 - 68.10 125.1 80' 38.30 70.35 66' - - 45.40 88.65 66' 29.75 i • r 611 1113.7 • • • 66P • 1 : • : 34.60 6 13.50_ 74' - - 40.50 79.25 74' - 2 ..55.20; 1044 • • 74;' • 1.04 :7.00 80' - - 37.45 73.30 80• - I, • :51.005 r 93.80 • • •- 9 :8.706 • 32.70 -HORIZONTAL RECTANGULAR GLAZING MUWON PRODUCT 3 GU2780 PRODUCT ,--VERTICIL RECTANGULAR MUWON GLAZING PRODUCT RECTANG. MUWON SPAN TRIBUTARY WIDTH (w) = W1 + W7 2 HORIZONTAL MUIUON WI I W2 TRIBUTARY WIDTH (V) = W1 + W7 2 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. Approved es complying Wild the Florida DuIdIn0 Cay)s Date NOA9r, .,, Miami Dade Product Control 2 25-I3 FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Ploo. 47.4,5, Dodd, 33012 Ph: (305)384-9952 Fox:(305)828-5118 Drown by NM Dote: 2-11-13 hole: WS Revision: R.vhion: DRAWING N0. M2011 SHEET 3 OF 21 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • -VERDCAL RECTANG. T1 MULLION 89 GLAZING GAZING PRODUCT PRODUCT WI I W2 TRIBUTARY WIDTH (V) = W1 + W7 2 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. Approved es complying Wild the Florida DuIdIn0 Cay)s Date NOA9r, .,, Miami Dade Product Control 2 25-I3 FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Ploo. 47.4,5, Dodd, 33012 Ph: (305)384-9952 Fox:(305)828-5118 Drown by NM Dote: 2-11-13 hole: WS Revision: R.vhion: DRAWING N0. M2011 SHEET 3 OF 21 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR DESIGN LOADS (ANCHOR CAPACITY) FOR RECTANGULAR MULLIONS TABLE #2 ANCHOR DESIGN LOAD - PSF DIMENSIONS ANCHOR TYPE A ANCHOR TYPE B ANCHOR PRE C ANCHOR TYPE 9 070111 (6) SPAN CONFIGURATIONS CONFIGURATIONS CONFIGURATIONS CONFIGURATIONS Al A2 A3 61 82 83 C1 C2 03 02 03 D4 27' SHEET 16 OF 21 129.9 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 �' Q 94.80 1140.0 1140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 48' 73.10 140.0 140.0 118.1 140.0 140.0 113.2 140.0 140.0 113.2 140.0 140.0 60 58.45 116.9 140.0 94.50 140.0 140.0 90.55 140.0 140.0 90.55 135.8 140.0 68' 53.15 106.3 140.0 85.90 140.0 140.0 82.35 140.0 140.0 82.35 123.5 140.0 74' 47.40 94.80 140.0 76.60 140.0 140.0 73.45 140.0 140.0 73.45 110.1 140.0 80' 43.85 87.70 131.5 70.85 140.0 140.0 67.90 135.8 140.0 67.95 101.9 135.8 27' 51' 99.35 140.0 140.0 140.0 140.0 140.0 153.9 140.0 140.0 140.0 140.0 140.0 37' 72.50 140.0 140.0 117.2 140.0 140.0 112.3 140.0 140.0 112.3 140.0 140.0 48' 55.90 111.8 140.0 90.35 140.0 140.0 86.55 140.0 140.0 86.55 129.8 140.0 60' 44.70 89.45 134.1 72.25 140.0 140.0 19.20 138.5 140.0 69.25 103.9 138.5 66' 40.65 81.30 121.9 65.70 131.4 140.0 62.95 125.9 140.0 62.95 94.45 125.9 74' 36.25 72.50 108.7 58.60 117.2 140.0 58.15 112.3 140.0 56.15 84.25 112.3 80' 33.50 67.05 100.6 54.20 108.4 140.0 51.95 103.9 140.0 51.95 77.90 103.9 27' 58* 87.35 140.0 140.0 140.0 140.0 140.0 135.3 140.0 140.0 135.3 140.0 140.0 37' 63.75 127.5 140.0 103.0 140.0 140.0 98.75 140.0 140.0 98.75 140.0 140.0 48' 49.15 98.30 140.0 79.45 140.0 140.0 76.10 140.0 140.0 76.10 114.2 140.0 60' 39.30 78.65 117.9 63.55 127.1 140.0 60.90 121.8 140.0 60.90 91.35 121.8 66• 35.75 71.50 107.2 57.75 115.5 140.0 55.35 110.7 140.0 55.35 83.00 110.7 74' 31.85 63.75 95.65 51.50 103.0 139.1 49.35 98.75 140.0 49.35 74.05 98.75 80' 29.45 58.95 86.45 47.65 95.30 128.7 45.65 91.37 137.0 45.65 68.5 91.35 27' 63'0' 80.45 140.0 140.0 130.0 140.0 140.0 124.8 140.0 140.0 124.8 140.0 140.0 37' 58.70 117.4 140.0 94.85 140.0 140.0 90.90 140.0 140.0 90.90 140.0 140.0 se 45.25 90.50 135.7 73.10 140.0 140.0 70.10 140.0 140.0 70.10 140.0 140.0 6 38.20 72.40 108.6 58.50 117.0 140.0 56.05 112.1 140.0 56.05 112.1 140.0 66' 32.90 65.80 98.70 53.10 108.3 140.0 50.95 101.9 140.0 50.95 101.9 140.0 74• 29.35 58.70 88.05 47.40 94.65 128.1 45.45 90.90 136.4 45.45 90.90 136.4 56' 27.15 54.30 81.45 43.85 87.75 118.4 42.05 84.10 126.1 42.05 84.10 128.1 27' 75' 67.55 135.1 140.0 109.2 140.0 140.0 104.8 140.0 140.0 104.6 j .0 , 400 3? 49.30 98.60 140.0 79.70 140.0 140.0 76.35 140.0 140.0 78,358 114.5 1400 48' 38.00 76.00 114.0 61.40 122.8 140.0 58.85 117.7 140.0 58.85 488.30 8187 60, 30.40 60.80 91.20 49.10 98.30 132.7 47.10 94.20 140.0 47.108 •70!65 .4 86' 27.80 55.25 82.95 44.65 89.35 120.6 42.80 85.60 128.4 42.80 64.20 85.60 74' 24.65 49.30 73.95 39.85 79.70 107.6 38.15 76.35 114.5 38.15 57.25 76.35 80' 22.80 45.80 68.40 36.85 73.70 99.50 35.30 70.65 105.9 35.38 - • 52450 8 70.85 • . • • • ANCHOR DETAILS CROSS REFERENCE TABLE (RECTANGULAR MULLIONS) CONFIGURATIONS LOCATED ON AI SHEETS 7 AND B OF 21 A2 SHEET 9 OF 21 Al SHEETS 10 AND 11 OF 21 81 SHEET 12 OF 21 B2 SHEET 13 OF 21 83 SHEET 13 AND 14 OF 21 Ct SHEET 15 OF 21 C2 SHEET 18 Of 21 03 SHEET 17 OF 21 D2 SHEET 18 OF 21 03 SHEET 18 OF 21 04 SHEET 16 OF 21 DESCRIPTION OF ANCHORS PER TYPE TYPEH08 OFSCIPTION OF ATTACHMENT A 1R000H 1' BY 6000 BUCK INTO CONCRETE, MASONRY OR 11.000 SUBSTRATE. 8 INTO CONCRETE 506011 A19 O INTO METAL SUBSTRATE D 910 METAL SUBSTRATE (9011100 TO MUWON) FOR ANCHOR CUPS SEE OETNLS 1 AND ON SHEET 2 OF 21 FOR ANCHOR CUPS SEE DETNIS 1 AND 2 ON SHEET 2 OF 21 FOR ANCHOR CLIPS SEE OELAR.S 5, 6, 7, 8, 9 AND 10 ON SHEET 2 OF 21 FOR ANCHOR CUPS SEE DETAILS 3 AND 4 ON SHEET 2 OF 21 FOR ANCHOR CLIPS SEE DETAILS 3AND 4 ON SHEET 2 OF 21 -HORIZONTAL 0192160 RECTANGULAR PRODUCTMUWON 8 GLAZING PRODUCT ---VERTICAL RECTANGULAR MUWON 6192160 PRODUCT 1 ! MULLION SPAN FOR ANCHOR CUPS SEE OETNLS 3 AND 40N 014 SHEET 2 OF 21 NOTES: 1.- INTERPOLATE FOR INTERMEDIATE VALUES OF SPAN AND/OR TRIBUTARY WIDTH TO DETERMINE THE DESIGN LOAD (ANCHOR CAPACITY). 2.- MULLIONS ON THIS CHART MAY BE ORIENTED VERTICALLY AND/OR HORIZONTALLY. 3.- SEE MULLION CROSS SECTIONS ON • • .SI - E: 2• aP 21. • • • • • • • •4.•.9EE ANCHOR CLIPS CROSS SECTIONS AND LOCATIONS • • •DE•EAICS Qu•SHEET 2 OF 21. • ••• • • • • • • • • • • • • • ••• • • •• • • • •• • • • • • • • ••• • • . • • TRIBUTARY 980T14 (W) a WI + W2 2 HORIZONTAL HUWON WI I W2 TRIBUTARY ROTH = WI + W2 2 Approved ns complying wMi 16e r Florida Quid Ion Coop ., Date4�r,:. r' .1`_#...- NO187i-1%'ice 1 Miami Dade Product Control I VERTICAL MUWON l 2'26-Fb FRANCISCO HERNANDEZ FLORIDA PE # 51393 "I Sunshine Windows Manufacturing, Inc. 1745 W. 33rd P$o . MINA, Florida 33012 Ph: (305)384-9952 Fox:(305)828-5118 Drown by. NM Dots: 2-11-13 Seal.: NTS Revision: RMsIon: ONYCHO N0. M2011 SHEET 4 OF 21 ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• • ••• • • • ••• • 8 '-.-VERTICAL RECTANG. a MU1110N r 1 0 GLAZING GLAZING PRODUCT PRODUCT WI I W2 TRIBUTARY ROTH = WI + W2 2 Approved ns complying wMi 16e r Florida Quid Ion Coop ., Date4�r,:. r' .1`_#...- NO187i-1%'ice 1 Miami Dade Product Control I VERTICAL MUWON l 2'26-Fb FRANCISCO HERNANDEZ FLORIDA PE # 51393 "I Sunshine Windows Manufacturing, Inc. 1745 W. 33rd P$o . MINA, Florida 33012 Ph: (305)384-9952 Fox:(305)828-5118 Drown by. NM Dots: 2-11-13 Seal.: NTS Revision: RMsIon: ONYCHO N0. M2011 SHEET 4 OF 21 ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• • ••• • • • ••• • ANCHOR DESIGN LOADS (ANCHOR CAPACITY) FOR RECTANGULAR MULLIONS TABLE # 3 ANCHOR DESIGN LOAD - P5F ANCHOR DESIGN LOAD - PSF gNENSIONS ANCHOR TYPE 9 ANCHOR TYPE 0 ANCHOR TYPE C 061ENSIONS ANCHOR ME A ANCHOR TYPE 8 ANCHOR TYPE C W1D1H (1Y) SPAN CONFIGUR& 0N5 OONTNAMA1I0N5 07NFlWRA110N5 WIDTH (110 SPIN 03NF1C RMONS CONFIGURATIONS CONFIGURATIONS A2 Al 82 63 C2 C3 A2 Al 02 83 C2 C3 27' 120.5 140.0 140.0 140.0 140.0 143.0 27' 120'47.50 84.45 126.7 136.5 140.0 130.8 140.0 37' 88.00 132.1 140.0 140.0 136.4 140.0 37' 61.85 92.45 99.60 134.5 95.45 140.0 48'84'87.80 101.8 109.7 140.0 105.1 140.0 48' 71.20 76.80 103.6 73.60 110.4 60' 54.30 81.45 87.75 118.4 84.10 126.1 60' 38.00 57.00 61.40 82.90 58.85 88.30 68' 49.35 74.05 79.75 107.7 76.45 114.7 68' 34.50 51.80 55.85 75.40 53.50 80.25 74' 44.00 66.05 71.15 96.05 66.20 102.3 74' 30.80 46.20 49.80 67.25 47.70 71.60 74' 40.70 61.10 65.80 88.85 83.05 94.60 74' 28.50 42.75 46.00 62.20 44.15 68.20 27' acr80• 112.6 140.0 140.0 140.0 140.0 140.0 27' 128' 80.45 120.6 130.0 140.0 124.6 140.0 37' 82.15 123.3 132.8 140.0 127.3 140.0 37' 58.70 88.00 94.85 128.1 90.90 138.4 48' 63.35 95.00 102.4 138.2 98.10 140.0 48' 45.25 67.85 73.10 98.70 70.10 105.1 50.65 76.00 81.90 110.5 78.50 117.7 60' 38.20 54.30 58.50 79.00 56.00 84.11 88' 48.00 69.10 74.45 100.5 71.35 107.0 66' 32.90 49.35 53.15 71.80 50.95 76.45 74' 41.00 61.65 86.40 89.65 65.35 95.45 74' 29.35 44.00 47.40 64.00 45.45 68.20 74' 38.00 57.00 61.44 82.90 58.85 88.30 74' 27.15 40.70 43.85 59.20 42.00 63.00 27' 105.6 140.0 140.0 140.0 140.0 140.0 27' 132' 78.80 115.2 124.1 140.0 118.9 140.0 37' 77.05 115.5 124.5 140.0 119.3 140.0 37' 56.00 84.00 90.55 122.2 86.80 130.2 48'98, 59.40 89.10 66.00 129.6 92.00 138.0 49' 43.20 64.80 69.85 94.25 66.90 100.3 60' 47.50 71.25 76.80 103.6 73.60 110.4 60' 34.55 51.80 55.85 75.40 53.50 80.25 86' 43.20 64.80 69.80 94.25 66.90 100.3 66' 31.40 47.10 50.75 68.55 48.65 73.00 74' 38.50 57.75 62.25 64.05 59.65 89.50 74' 28.00 42.00 45.25 61.10 43.40 65.10 74' 35.80 53.45 57.60 77.75 55.20 82.80 74' 25.90 38.85 41.85 56.55 40.15 60.20 27' 172 99,35 140.0 140.0 140.0 140.0 140.0 27' 138' 73.45 110.1 118.7 140.0 113.7 140.0 37' 72.50 108.7 117.2 140.0 112.3 140.0 37' 53.80 80.40 86.60 116.9 83.00 124.5 48' 55.90 83.85 90.35 121.9 86.65 129.8 48' 41.30 61.95 66.75 90.10 64.00 98.00 60' 44.70 67.05 72.25 97.55 69.25 103.9 60' 33.05 49.55 53.40 72.10 51.20 76.80 65' 40.65 60.95 65.70 88.70 62.95 94.45 68' 30.00 45.00 48.55 68.55 48.55 69.80 74' 36.25 54.35 58.60 79.10 56.15 84.25 74' 26.80 40,20 4.3.30 58.45 41.50 62.25 74' 33.50 50.30 54.20 73.15 51.95 77.90 74' 24.7537.15 , 40.00 54.00 38.40 57.60 27' 106' 93.85 140.0 140.0 140.0 143.3 140.0 27' 144' 70.40 1056 • 116.1 41536 4109.0 44140.0. 37' 68.45 102.7 110.7 140.0 106.0 140.0 37' 51.35 405 83.00 :11211• •j9.5: 139.3: 48' 52.80 79.20 85.30 115.2 81.75 122.6 48' 39.60 59.46. 64.011 X86.41 III 1.00: 50' 42.20 63.35 68.25 92.15 65.42 98.10 60' 31.65 40.56 MVP 889.10.449.00 •73.60• 86' 38.40 57.60 62.05 83.75 59.45 89.20 68' 28.80 43.20 46.55 62.80 44.60 66.90 74' 34.20 51.35 55.35 74.70 53.05 79.55 74' 25.85 38.50 41.50 56.00 39.75 59.65 74' 31.65 47.50 51.20 69.10 49.05 73.60 74' 23.75 604V40 51.111•J6.8••0.20 •• • . • • . •. . • • . .•. .• • ANCHOR DETAILS CROSS REFERENCE TABLE (RECTANGULAR MULLIONS) CONFIGURATIONS LOCATED ON At SHEETS 7 AND 8 OF 21 A2 SHEET 9 OF 21 93 SHEETS 10 MD 11 OF 21 81 SHEET 12 OF 21 H2 SHEET 13 OF 21 B3 SHEET 13 MND 14 OF 21 C1 SHEET 15 OF 21 C2 SHEET 18 OF 21 c3 SHEET 17 OF 21 02 SHEET 18 OF 21 03 SHEET 18 OF 21 04 SHEET 18 OF 21 DESCRIPTION OF ANCHORS PER TYPE SHE R OESCIPTION OF ATTACHMENT A TROUGH 1' 8Y 44000 BUCK INFO CONCRETE. MUWON PRODUCT MASONF6' 0R W060 SUBSFRAIE. 8 INTO CONCRETE SUBSTRATE O Iwo METAL SUBSTRATE 0 IMO METAL SUBSTRATE 01UWDN TO MINION) FOR ANCHOR CLIPS SEE DETAILS 1 AND ON SHEET 2 OF 21 FOR ANCHOR CUPS SEE DETAILS 5, 6, 7, 8, 9, AND 10 ON SHEET 2 OF 21 FOR MOOR CUPS SEE DETAILS 3MD4 ON SHEET 2 OF 21 FOR ANCHOR CUPS SEE DETMLS 3 AN0 4 ON SHEET 2 OF 21 FOR ANCHOR CUPS SEE DETAILS 1MID 2ON ON SHEET 2 OF 21 HORIZONTAL RECTANGUIM =ZING �a EI MUWON PRODUCT GLAZING GLAZING 0 PRODUCT -.--VERTICAL PRODUCT 3 RECTANGUWI � 1 MUWON GLAZING GLAZING PRODUCT PRODUCT G �� ' 1 MUWON SPAN FOR ANCHOR CLIPS SEE DETAILS 3 AND ON SHEET 2 OF 21 NOTES: 1.- INTERPOLATE FOR INTERMEDIATE VALUES OF SPAN AND/OR TRIBUTARY WIDTH TO DETERMINE THE DESIGN LOAD (ANCHOR CAPACITY). 2.- MULLIONS ON THIS CHART MAY BE ORIENTED VERTICALLY AND/OR HORIZONTALLY. 3. -• $EE MULLION CROSS SECTIONS ON • SII. 2 OF 21. TRIBUTARY WIDTH (W) = W1 + W2 2 HORIZONTAL MUWON TRIBUTARY MOTH (W) - 211 + 61 2 • • 4.-• $$EE ANCHOR CLIPS CROSS SECTIONS AND LOCATIONS • COOLS ON SHEET 2 OF 21. • • • • • ••• • • • . • • • Approved 6s co:nplyl9g with the Aloridu 8ukihiu COO*,. D6ic t�- yr..c i F;i N0,16Dad 1111anl_Deck Prattle! Cogrol 07- `°'',L%✓try;:: VERTICAL MULLION _ l fi �- ?- FRANCISCO \H -1 FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Placa Watso5, F7Mdo 33012 Ph: (305)364-9952 Fax:4305)828-5116 DM. 6Y N M Data: 2-11-13 Scalia NTS Revision: Revision: DRAWING NO. M2011 SHEET 5 OF 21 ••. • . • • ••• • • • • • • • • . • • • . .•. • • • • • • • . • . • • • • • • 00 • • • 00 00 R CTAAC. MUWON �a EI GLAZING GLAZING 1 PRODUCT PRODUCT 3 f � 1 TRIBUTARY MOTH (W) - 211 + 61 2 • • 4.-• $$EE ANCHOR CLIPS CROSS SECTIONS AND LOCATIONS • COOLS ON SHEET 2 OF 21. • • • • • ••• • • • . • • • Approved 6s co:nplyl9g with the Aloridu 8ukihiu COO*,. D6ic t�- yr..c i F;i N0,16Dad 1111anl_Deck Prattle! Cogrol 07- `°'',L%✓try;:: VERTICAL MULLION _ l fi �- ?- FRANCISCO \H -1 FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Placa Watso5, F7Mdo 33012 Ph: (305)364-9952 Fax:4305)828-5116 DM. 6Y N M Data: 2-11-13 Scalia NTS Revision: Revision: DRAWING NO. M2011 SHEET 5 OF 21 ••. • . • • ••• • • • • • • • • . • • • . .•. • • • • • • • . • . • • • • • • 00 • • • 00 00 MULLION AND ANCHOR DESIGN LOADS (MULLION AND ANCHOR CAPACITIES) FOR ROUND MULLIONS TABLE # 4 ................ '<"i';`:: , .:: ~ ,,,.. MUWON DESIGN LOAD - PSF ANCHOR DESIGN LOAD - PSFCROSS ANCHOR DETAH,S REFERENCE TABLE UPS,� FORANCHOR Sunshine Windows Manufacturing, Inc. 1745 W. 33r4 Pae* Mole 33012 Ph; (305)384-9952 Fom(305)828-5118 DIMENSIONS MULLON MULU011 ANCHOR TYPE D ANCHOR TYPE C (ROUND MULLIONS) NL�11 _� , 3 t/2' CONFIGURATIONS CONFIOURAIIONS 21 ON SHEET 2 OFI/2'04'0VERTICAL WID14 SPAN X 0.082' X 0.125' BR2 8R3 BR4 CR2 CR3 CR4 CONFIGURATIONS TOP VIEW LOCATED ON SECTION LOCATED ON ROUND ! 27' 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.013R209061 19 09 21 SHEET 21 OF 21 MUWON1jS MUWON 37' 116.9 140.0 140.0 140.0 140.0 140.0 140.0 140.0 8R3 SHEET 19 OF 21 SHEET 21 OF 21 FOR ANCHOR CUPS PRODUCE PRODUCT o ALUMINUM TUBE MULLION 48' 90.10 140.0 118.1 140.0 113.2 113.2 140.0 140.0 8R4 MEET 20 OF 21 SHEET 21 OF 21 SEE DL1NL 11 ON SHEET 2 OF 21 60' 39' 72.10 140.0 94.50 127.6 90.55 90.55 135.8 140.0 012 91EE1 19 OF 21 SHEET 21 OF 21 L 86' 65.55 129.0 85.90 116.0 82.35 82.35 123.5 140.0 CR3 SHEET 19 OF 21 SHEET 21 OF 21 WI w W2 74' 58.45 115.0 78.60 103.4 73.45 73.45 110.1 140.0 CR4 SHEET 20 OF 21 SHEET 21 OF 21 TRIBUTARY WIDTH (1Y) = W1 4' W2 2 VERI1CAL MUWON DESCRIPTION OF ANCHORS PER TYPE (ROUND MULLIONS) 80' 54.00 106.4 70.85 95.70 67.90 67.95 101.9 135.8 27' 93.70 140.0 140.0 140.0 140A 140.0 140.0 140.0 37' 68.35 134.5 117.2 140.0 112.3 112.3 140.0 140.0 48'51• 52.70 103.7 90.35 121.9 86.55 86.55 129.8 140.0 60' 42.15 82.90 72.25 97.55 69.25 69.25 103.9 138.5 88• 38.30 75.40 65,70 88.70 62.95 62.95 94.45 125.9 74' - 67.25 58.60 79.10 50.15 56.15 84.25 112.3 ANCHOR TYPE DESCIP11ON OF ATTACHMENT - 62.20 54.20 73.15 51.95 51.95 77.90 103.9 8 krt0 CONCRETE SUBSTRATE 80' INTO 11fW. SUBSTRATE C 27' 72.40 140.0 140.0 140.0 135.3 140.0 140.0 140.0 NOTES: 1.- INTERPOLATE FOR INTERMEDIATE VALUES OF SPAN AND/OR TRIBUTARY WIDTH TO DETERMINE DESIGN LOAD (MULLION AND ANCHOR CAPACITIES). 2.- SEE DETAILS OF ROUND MULLIONS ON SHEETS 19, 20 AND 21 OF 21. 3.- ROUND MULLIONS SHALL BE ORIENTED VERTICALLY ONLY. SEE MULLION CROSS SECTIONS ON SHEET 2 OF 21. 5.- SEE ANCHOR SLEEVE DETAILS, SECTIONS AND LOCATIONS ON SHEET 2 OF 21. 37' 52.85 104.0 103.0 139.1 98.75 140.0 140.0 140.0 48' 40.75 80.15 79.45 107.2 76.10 140.0 114.2 140.0 60' sr32.60 64.15 63.55 85.80 60.90 121.8 91.35 121.8 88' - 58.30 57.75 78.00 55.35 110.7 83.00 110.7 74• - 52.00 5150 69.55 49.35 98.75 74.05 98.75 60' - 48.10 47.65 64.35 45.65 91.35 68.50 91.35 27' 61.25 120.8 130.0 140.0 124.6 140.0 140.0 140.0 3? 44,70 88.15 94.85 128.1 90.90 140.0 136.4 140.0 46• 34.45 67.90 7310 96.70 70.10 140.0 105.1 140.04.- 60• 63' - 54.35 5&50 78.95 56.05 112.1 84.10 112.1 66' - 49.40 53.15 71.80 50.95 101.9 78.45 101.9 74' - 44.00 47.40 64.00 45.45 90.90 68.20 90.90 Drown by. NM 68• - 40.75 4.585 59.25 42.05 84.10 63.04 • • 84i1d : • • • • • • • Dob: 2-11-13 27' 36.31 81.65 109.2 140.0 104.6 140.0 140.11 •1404 • • • • • Susie: NTS 37' - 39.55• 79.70 107.6 76.35 140.0 1144 • • 14$.5 • • • • • • • • i4 -_ -- RwlNon; Revision: 48' 45.90 61.40 82.90 58.85 117.7 88.30 117.7 Approved as complying with t., � � MIMING NO. M2011 60' 75' - 36.70 49.15 66.35 47.10 94,20 70.65 94.21 Florid oldin9 Ced ,, .�'f.., Y•24-I3 86' - 33.40 44.85 6&30 42.80 85.60 61!20 • • • 5.!'.60 • Date ,-,n NOAH j A- FRANCISCO HER ANDEZ • • • • • • SHEET 6 0 F 21 74• - - 39.85 53.80 38.15 78.35 457.25 •• V6.35 _ e Product t 51393 • • • • • • • • A1.Ian4DedoProdeetConlro! FLORIDA PEN 51393 • izi.r<. 80' - - 36.85 49.75 35.30 70.65 52.58 �-• 80165 - D,4 �T � • • • • • • • Y -�- : . • • • - ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ANCHOR CONFIGURATION TYPE Al FOR 1" X 2" OR 1" X 3" MULLIONS NUMBER OF ANCHORS PER ENO = 2 . ....... WITH VI MULUON CUP SUBSTRATE: 1" BY W000 BUCK OVER CONCRETE / MASONRY 1," B ,.........•••;....::..::, 2' OR 3" VI MULUON CUP ALUMINUM V1 MUWON CUP 1 5/8" INT. LENGTH FOR Sunshine Windows FelALUM. • 1" 1" X 2" X 1/8" MULUON. Manufacturing, Inc. ts1 ---. 2 5/8" INT LENGTH FOR 1745 W. 33rd Place ALUM. VI MULUON CUP 1" X r X 1/8' MULUON. Hialeah, Florida 33012 t I 1 l' BY WOOD BUCKS BY OTHERSPh: SHALL BE PROPERLY ANCHORED 1 005)354-9952 Fox:(305)5213-5118 I I TO TRANSFER LOADS TO THE STRUCTURE MO r 1 1 A ALUM. TUBE MULLION lAsi SHALL BE APPROVED BY BUILDING OFFICIAL MUWON INSTALLATION I -1" BY WOOD BUCKS BY OTHERS ALUM. TUBE MULLION il I i II II 1 1 1 1 PRIOR TO 1/2" MAX. I I SHALL BE PROPERLY ANCHORED TO TRANSFER LOADS TO THE STRUCTURE AND SHALL 8E APPROVED BY BUILDING OFFICIAL 1" X 2" X 1/8" 0., IN I INSTALLATION 1" X 3" X 1/8" vi, --.. t .........—smn-..........-- PRIOR TO MULUON TOP VIEW 5. II . t, s, 11 b. I I. 4 • II 1 . 1] I I _ • • IN ,, I t ::.' .4 II ' N ..4 /4" ITIN BUILDEX TAPCON RIM TUBE MULLION L.M.1 V v • 1/4" ITIV BUILDEX TAPCON THROUGH 1' BY WOOD BUCK 1 3/4" MIN. EMBEDMENT INTO . . . , E.O. v . 1 THROUGH 1" BY W000 BUCK 1 3/4" MIN. EMBEDMENT INTO 1 3' 1 CONCRETE/MASONRY 2 1/2" MIN. CONCRETE/MASONRY NOTE: ANCHOR CONFIGURATION MULLIONS 1" X FOR ANCHOR DESIGN TYPE Al 2' X 1/8" AND 1' LOADS SEE AS SHOWN X TABLE MIN. (1) PER LEG (1) PER LEG IS VALID FOR 3" X 1/8'. SIDE VIEW A SIDE VIEW 8 1 2 ON SHEET 4 OF 21. ANCHOR CONFIGURATION TYPE Al 2" OR 3' 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 r X 1/8" MUWoN, FOR WITH 1" X 2" OR 1" X 3" MULLIONS NUMBER OF ANCHORS PER END = 2 2" X 2" X 1/8" ANGLES SUBSTRATE: 1" BY W000 BUCK OVER CONCRETE / MASONRY 5/8' 5/81 II / 1 B 1' 2" X 2" X 1/8" II II II II /14 S.M.S. (2) EA. ANGLE CL— ALUM. ANGLE 1" BY WOOD BUCKS BY OTHERS IF - II II -1" BY WOOD BUCKS BY OTHERS 2" X 2" X 1/8" • - • 11 /14 S.M.S. SHALL BE PROPERLY ANCHORED (2) EA. ANGLE (D 11 •-, $ II SHALL BE PROPERLY ANCHORED ALUM. ANGLE 1 ALUM. TUBE MULUON I TO TRANSFER LOADS TO ME STRUCTURE AND SHALL BE APPROVED BY BUILDING 1/2" MAX ._ .t. II - II II I TO TRANSFER LOADS TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL 114 S.M.S. .r4 OFFICIAL PRIOR TO MULLION INSTALLATION PRIOR TO MULLION INSTALLATION - - (2) EA. ANGLE I l' A ii ,i '1 , it . • • . ' I — — — 11 , . , b. I • IN , TN .1 k 4 II ALUM. TUBE MULUON 1" X 2" X 1/8" IML..-... ...J .... .........-° II II u 1/4' nvi BUILDEX TAPCON THROUGH 1" BY W000 BUCK 1" X 3" X 1/8" A., ..& • • • • • • • • E.D. 1 1 3/4" MIN. EMBEDMENT INTO ' • I I • CONCRETE/MASONRY t Drown by, NM b. , ,,•.• b. IIN - • Ho 9 • 2 1/2" MIN. ' • 4 - 4,64* ow BUILIEX4TAPION• (1) PER ANGLE caw 02-11-13 • • • TP/ROUGU:. 8,r vitioo:But'x • s••• .. SIDE VIEW 8 - °I - RipAWan: TOP VIEW 3 1 " 3/4" EMIkOMENT INTO Mk l Willon: CONCRETE/MASONRY MIN. (1) PER ANGLE Approved as complying with Ow 'V--1 . • • • • • • • • • Florida IlutdIngC74 , , ..., 2-.26% i SIDE VIEW 4 . . • • • • • • tme.ki , .., ... , FRANCISCO HERNANDEZ • DRAWING NO. M 20 1 1 NOTE: ANCHOR CONFIGURATION TYPE Al AS SHOWN IS VALID FOR• • • • • • . • • • • • • • FLORIDA PE # 51393 •SHEET In.11„,4ilit rre tiF.1tivilazi.,,/ MULUONS 1" X 2" X 1/8" MO 1" X 3" x 1/8". • • • • • • • • • • • • )t. • • • • ll7 7 OF 21 FOR ANCHOR DESIGN LOADS SEE TABLE 1 2 ON SHEET 4 OF 21. • • .1 . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0 0 0 • • • • 0 41 • • ANCHOR CONFIGURATION TYPE Al FOR 1" X 2" OR 1" X 3" MULLIONS NUMBER OF ANCHORS PER ENO = 2 ................ ............... WITH V1 MULLION CLIP SUBSTRATE: 2" BY WOOD BUCK OR WOODEN STRUCTURE B `= "...,. CL 1" ALUM. V1 MULLION CUP1 2" OR 3' — ALUMINUM V1 MULLION CLIP, 5/8" INT. LENGTH FOR 1" X 2" X 1/8'' MULLION. Sunshine Windows Manufacturing, Inc. 2 5/8° INT. LENGTH FOR VIHialeah, 1745 W. 33rd Place Florida 33012 ALUM. 4 —� 1' X 3" X 1/8" MULLION. P,,; (305),354-9952 MUWON CLF , 1 I 2' BY WOOD BUCK OR WOODEN STRUCTURE BY S 1 Fo":(305)828-8118 1,\I SHALL BEPROPERLY ANCHORED TO WITHSTAND LOADS IMPOSED BY GLAZING r 11 h 11 — 2' BY WOOD BUCK OR WOODEN STRUCTURE A ISI ALUM. TUBE MULLION Vn1 PRODUCTS TO THE STRUCTURE AND I 11 BY OTHERS. ALUM. TUBE MULLION 11 11 1111 11 11 SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLKIN INSTALLATION 1/2" MAX 1/2" 1 11 hPRODUCTS SHALL BE PROPERLY ANCHORED TO WITHSTAND LOADS IMPOSED BY GLAZING TO THE STRUCTURE AND BY BUILDING OFFICIAL 1` x 2' x 1/8° 1" x 3" x 1/8° 4. � �_ J_`�__ li II SHALL BE APPROVED PRIOR TO MULLION INSTALLATION II 11 1 — 1/4" ITW BUILDEX TAPCON I1 II U U 1/4" ITW BUILDER TAPCON 1 3/8" MIN. EMBEDMENT INTO WOOD U 1 3/8" MIN. EMBEDMENT INTO WOOD X TOP VIEW (1) PER LEG E.D. (1) PER LEG iUM TUBE MULLION L. 3" , 1" MIN. NOTE ANCHOR CONFIGURATION TYPE Al AS SHOWN MULLIONS 1" X 2" X 1/8" AND 1" X 3" FOR ANCHOR DESIGN LOADS SEE TABLE f MIN. 15 VALID FOR X 1/8". SIDE VIEW A 2 ON SHEET 4 OF 21. SIDE VIEW B ANCHOR CONFIGURATION TYPE Al 2" OR 3' 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" MULLION, FOR 1" X 2" OR 1" X 3" MULLIONS NUMBER OF ANCHORS PER END = 2 WOODEN STRUCTURE 5/8" 5/8' WITH '.` 2" X 2" 1/8" ANGLES SUBSTRATE: 2" BY WOOD BUCK OR B 014 S.M.S. (2) EA. ANGLE CL 1" 2' X 2" X 1/8" AWN. ANGLE If A 1 — 2' BY WOOD BUCK OR WOODEN STRUCTURE BY OTHERS. 2" X 2" X 1/8" �- `V #14 S.M.S. 2" BY WOOD BUCK OR WOODEN (2) EA. ANGLE m " II © I SHALL BE PROPERLY ANCHORED TO WITHSTAND LOADS IMPOSED BY GLAZING ALUM. ANGLE STRUCTURE BY OTHERS. 1 2° 4 pp PRODUCTS TO THE STRUCTURE AND NULUON I I I I SHALL BE PROPERLY ANCHORED TO WITHSTAND LOADS IMPOSED BY P— SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION. A (� Li-i� ALUM. TUBE ,qq 14 S.M.S.I' I I GLAZING PRODUCTS TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING II 1/4" ITW BUILDEX TAPCON (2) EA. ANGLE ,( iI OFFICIAL PRIOR TO MUWON U INTO WOOD " TUBE MULLION 11 11 11 INSTALLATION E.O. 1 3/8' MIN. EMBEDMENT (1) PER ANGLE 1" x 2'x 1/8" 1" x 3" x 1/8" f* --�-1 . • 11 11• 1" MIN. Drawn by: NM II 1 1y'4• 02-11-13 U U • 1B(SILDQQ(�.�TTT�CdN • �1 3'8"eAIN•EMPEDyENT IATA WOOD SIDE VIEW B Dols: sand: 3/8" - 1• • • • • • (0))4PER /NGLE • • • • Iisvislon: TOP VIEW 3°4pprovcd R."Islon: MIN. • na compiling Olathe Florida /inkling Cod . •� • • • ••• • • Date 1;,,r..:-:1 •,,,' '''Lr's ""2-46-lb DRAWING N0. M2011 • • •• • •• •• •• • •• NOAN,,— 'yr..7 �' FRANCISCO HERNANDEZ SIDE VIEW A• NOTE: ANCHOR CONFIGURATION TYPE Al AS SHOWN IS VAUD FOR• MULUONS 1" X 2" X 1/8° AND 1" X 3" X 1/8". . FOR ANCHOR DESIGN LOADS SEE TABLE # 2 ON SHEET 4 OF 21. • • • • • • • • • • nllnrol Dade1'raduct &51r°, FLORIDA PE # 51393 • •• • • • . • • • • By -:t.a.._-!-.'^;.i, • • • • SPIFFY 8 OF 21 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0 0 0 • • • • 0 41 • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR CONFIGURATION TYPE A2 B FOR 1" X 4" OR 2" X 4" MULLIONS NUMBER OF ANCHORS PER END = 4 WITH 2" X 5" X 1/8" ALUM. ANGLES SUBSTRATE: 1" BY WOOD BUCK OVER CONCRETE / MASONRY 2" X 5" X 1/8' ALUM. ANGLE 2' X 5' X 1/8' ■ _,; 4" 3 5/8" INT. LENGTH FOR ALUM. ANGLE 4" X 1' X 1/8" MULUON LENGTH FOR tri,`4i ''`•::::::::''ri ALUM. TUBE MULLION i 1' OR 2" j—t- 2" X 5" X 1/8" 3 3/8" INT. 4" X 1" X 1/4" MULLION Sunshine Windows 1" x 4" x 1/8" / 1" x 4' x 1/4" 2" x 4" x 1/8" -- ALUM. TUBE MUWON x 4' x i/8' I ` I ALUM. ANGLE#14 S.M.S. 2 EA. ANGLE () 1 1 1 1 ® 3 5/8" INT. LENGTH FOR 4" X 2" X 1/8" MULLION Manufacturing, Inc. 9. 1�4s W. 33rd P1o.. 1745 D«wc aw12 HIalso1' N 1" x 4" x 1/4" {{14 S.M.S. t Ph: (305)364-0052 A oC=] 2" x 4" x 1/8" (2) EA. ANGLE— 1/2• MAX { 1" BY WOOD BUCKS BY TONERS vo■(305)62e-511e - 1 11 _ ` 1 a MUST BE PROPERLY ANCHORED TO TRANSFER LOADS TO THE STRUCTURE • --_— II u . . u u `'e u Nil. it s'. 11 II I-1 e . u e . t, II A N II 11 E D 1 . PRIOR TO APPROVED BY NSTALLA INSTALLATION OFFICIAL 1/4" ITW BUILDEX TAPCON THROUGH 1° BY WOOD BUCK M TUBE MULLION L.M.I. i „ ---- ■ 4" 111V BUILDEX TAPCON 1" BY WOOD BUCKS BY OTHERS, / 2 1/2" MIN. SHALL BE PROPERLY ANCHORED THROUGH 1" BY WOOD BUCK TO TRANSFER LOADS TO THE STRUCTURE AND 1 3/4" MIN. EMBEDMENT INTO NOTE: ANCHOR CONFIGURATION MULLIONS 1" X 4' X FOR ANCHOR DESIGN 1/2' TYPE 1/8", LOADS -14 1/2" TOP VIEW A2 AS SHOWN 1" X 4" X 1/4" SEE TABLES 1 SHALL BE PRIOR TO MULRUON INSTALLATION BUILDING OFFICIAL CONCRETE/MASONRY (2) PER ANGLE SIDE VIEW A SIDE VIEW 8 IS VALID FOR AND 2' X 4" X 1/8". 2 ANDY 3 ON SHEETS 4 AND 5 OF 21. 1 3/4" MIN. EMBEDMENT.INTO CONCRETE/MASONRY (2) PER ANGLE ANCHOR CONFIGURATION TYPE A2 FOR 1" X 4" OR 2" X 4" MULLIONS NUMBER OF ANCHORS PER END = 4 4" 2" X 5' X 1/8" ALUM. ANGLE 3 5/8" INT. LENGTH FOR 4" X 1" X 1/8" MUWON B WITH 2" X 5" X 1/8" ALUM. ANGLES SUBSTRATE: 2" 8Y WOOD BUCK OR WOODEN STRUCTURE Y X 5" X 1/8"_______ 3 3/8" INT. LENGTH FOR ALUM. ANGLE TUBE MUWON 114 S.M.S. 1" OR 2' (2) EA' ANGLE 11 4" X 1" X 1/4" MULLIONALUM. 3 5/8" INT. LENGTH FOR 1"x4"x 1/8' 1" x 4" x 1/4' --- j--{-2"X5°X 1/8"kk ALUM. ANGLE 1/2' MAX. t II ® 4'X2"X 1/8" MUWON 2" x 4' x 1/8" N ALUM. TUBE MULUON 1" x 4` x 1/8' ! ; #14 S.M.S. 2" BY WOOD BUCK OR WOODEN STRUCTURE BY OTHERS. A o ! R!� 1" x 4" x 1/4' •I 2 FA ANGLE () �� MUST BE PROPERLY ANCHORED 2' x 4' z 1/8' _ TO WITHSTAND LOADS IMPOSED BY GLAZING — E.D. PRODUCTS TO THE STRUCTURE T II V 0 11 1" MIN. SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION 1,1 1/4" ITV! BUILDEX TAPCON N 1/4" RW BUILDEX TAPCON 1 3/8" MIN. EMBEDMENT INTO WOOD 2" BY WOOD BUCK ORoW8C1bEN•SZfgJCTQRE•• 1.3/8" IAIN.E MBOAICNT SIDE VIEW 8 (2) PER ANGLE b,• NM ---- ■ BY OTHERS. OOWOQD 0ol.02-11-13 14- .1, • • SWILL BE PROPERLY Af1CjjORED • • • • •• • ) 1ER • liOkE • Soot.: 1/4" a 1" TO WITHSTAND LOADS IMPOSED 8Y OIAZIMG • • • • • • 1/2• 1/2' PRODUCTS TO THE STRYOiURE ANS • • • • • • • •wwron. ''',.,.__I--1 R.daw.: SHALL 8E APPROVED BY BUILDING OFFICIAL � f 1 TOP VIEW PRIOR TO MUWON INSTALLATION Approved ascompIyIngwith the `'( fJt1.( J FloridaPuling' C9.4. 2-27-t3 SIDE WEW 4 • • • • • • Date E rr r -' j ry `' FRANCISCO HERNANDEZ DAInu0 u0. M2011 NOTE ANCHOR CONFIGURATION TYPE A2 AS SHOWN IS VAUD FOR • • MULUONS 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 12 AND # 3 ON SHEETS 4 AND 5 OF 21. • • • • • • • • • • NOAa_,L'j,;.. • • • ••• • • MImalDadeProd vet Control FLORIDA PE # 51393 • • • • • • • • • • • fix, /" l,--; p -=y SHEET 9 OF 21 • • • • ••• ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • v. ANCHOR CONFIGURATION TYPE A3 B FOR 1" X 4" OR 2" X 4" MULLIONS NUMBER OF ANCHORS PER END = 6 WITH 2" X 5" X 1/8" ALUM. ANGLES SUBSTRATE: 1" BY WOOD BUCK OVER CONCRETE / MASONRY 2" X 5" X 1/8' ALUM. ANGLE 3 5/8" INT. LENGTH FOR ................. ................ 2" X 5` X 1/8'4" ALUM. ANGLE 1 --CL 1" OR 2" 4" X 1' X 1/8" MULLION 3 3/8" INT. LENGTH FOR 4" X 1" X 1/4" MUWON .".Y:" ............. I -t--t. 2" X 5" X 1/8' 3 5/8" INT. LENGTH FOR Sunshine Windows ALUM. TUBE MULUON r x 4" x 1/8' 1' x 4" x 1/4' 2" x 4" x 1/8' ---„ ALUM. TUBE MULUON 1" x 4" x 1/8" 1" x 4" x 1/4' 1 ' •o ALUM. ANGLE 114 S.M.S. (3) EA. ANGLE N14 S.M.S. (3) EA. ANGLE : -- (--'CL + t 1 ® 4" X 2" X 1/8" MULLION 1" BY WOOD BUCKS BY TONERS. SHALL BE PROPERLY ANCHORED Manufacturing Inc. 1743 W. 33rd Pfo . Incl«n nonan 33012NillPh: (305)304—Y932 A 2' x 4' x 1/8" 1/2" Fox;(303)828-3113 o Ri�iii� __ __ - TO TRANSFER LOADS TO THE STRUCTURE ANO •Ta SHALL 8E APPROVED BY BUILDING OFFICIAL - I 4----:: I 1 �'ri 11 °II • It is � a II II V . 0. • 0 y ' ° E.D. II ° -It : N , IIsII . • u ° u ' u PRIOR TO MULLION INSTALLATION 1/4" fIW BUILDEX TAPCON THROUGH 1" BY WOOD BUCK 1 3/4" MIN. EMBEDMENT INTO 11 TUBE MULLION L.M.I. N Q4._ 1 rCL' ;, _ 4" I1W BUILDEX TAPCON 1" BY W000 BUCKS BY OTH1ERS. /2 1/2" SHALL BE PROPERLY ANCHORED THROUGH 1' BY WOOD BUCK TO TRANSFER LOADS TO THE STRUCTURE AND 13/4' MIN. EMBEDMENT INTO SHALL BE APPROVED BY BUILDING OFFICIAL CONCRETE/MASONRY MIN. NOTE: ANCHOR CONFIGURATION MULUONS 1' X 4' X FOR ANCHOR DESIGN 1/2" TYPE 1/8", LOADS . .44 1/2" TOP VIEW A3 AS SHOWN 1" X 4' X 1/4" SEE TABLES # PRIOR TO MULLION INSTALLATION (3) PER ANGLE SIDE VIEW A IS VALID FOR AND 2" X 4' X 1/8". 2 AND N 3 ON SHEETS 4 AND 5 OF 21. SIDE VIEW B CONCRETE/MASONRY (3) PER ANGLE ANCHOR CONFIGURATION TYPE A3 FOR 1" X 4" OR 2" X 4" MULLIONS NUMBER OF ANCHORS PER END = 6 WITH 2" X 5" X 1/8" ALUM. ANGLES SUBSTRATE: 2" BY WOOD BUCK OR WOODEN STRUCTURE 2" X 5" X 1/8" ALUM. ANGLE 3 5/8" INT. LENGTH FOR 4" X 1" X 1/8" MULLION 2" X 5" X 1/8" ALUM. ANGLE ALUM. TUBE MULUON 1"x4"x 1/8" i . _ l- CLi 1" ALUM. TUBE MULLION 1"x4"x 1/8" OR �t I ` 2" ALUM. X 5" X 1/8" ANGLE 14 S.M.S. 114 S.M.S. (3) FA ANGLE MEI — Cl 1 t 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 1" x 4' x 1/4' /1" 2" x 4" x 1/8"(3)EA r, ---;; i x 4` x 1/4' 2' x 4" x 1/8' .I ANGLE 1/2" MAX. . I 1 2" BY WOOD BUCK OR WOODEN STRUCTURE BY OTHERS. o A o R!�• . -- —' -- ii ti ii a SHALL BE PROPERLY ANCHORED TO WITHSTAND LOADS IMPOSED BY GLAZING I 1 u 5 u PRODUCTS TO THE STRUCTURE MID _ _ E.D. SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION MI 1/4" ITW BUILDEX TAPCON 1" MIN. 2" 8Y WOOD BUCK OR WOODEN STRUCTURE 1 3/8" MIN. EMBEDMENT 1/4" I1W BUILDEX TAPCON 1 3/8' MIN. EMBEDMENT INTO WOOD N 1 -CLI 4_ _ BY OTHERS. INTO WOOD SIDE VIEW 8 (3) PER ANGLE SHALL BE PROPERLY ANCIV$ED• • • • (3}PER ANGYE • • Drown by: NM TO WITHSTAND LOADS 'NOSED BY GYIZING • • • • • • Dote: 02-11-13 1 11 PRODUCTS TO THE STRUCTURE AND • • SHALL BE APPROVED BY WILDING�PFICUIL • • • • • • • seek.: 1/4" - 1' 1/2" 1/2" PRIOR TO MULUON INSTALLATION • • • • • • • • f 1_ nm,ww: •• ••• •• • • • •• am.Ioe: SIDE VIEW A +✓L/N TOP VIEW eppwvedxaconlpllingwith the / PI a Dulding CqI --Jq•ZS -tS onto{ ,1, DRAWING NO. M2011 NOTE: ANCHOR CONFIGURATION TYPE A3 AS SHOWN IS VAIJD FOR • • • • • / NOAI i s/— .) FRANCISCO HERNANDEZ • • • •• MULUONS 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 N 2 AND N 3 ON SHEETS 4 AND 5 OF 21. • • • • • • • • h11n tlllfd•ProductCanlml FLORIDA PEN 51393 • • • • . • • • • • • • • • 11x...4, r__ rip? • • • • SHEET 10 OF 21 ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR CONFIGURATION TYPE A3 V' B FOR 2" X 6" MULLIONS NUMBER OF ANCHORS PER END = 6 WITH 2" X 5" X 1/8" ALUM. ANGLES SUBSTRATE: 1" BY WOOD BUCK OVER CONCRETE / MASONRY 2' X 5" X 1/8' ALUM. ANGLE 5 5/8" INT. LENGTH FOR 2' X 6' X 1/8' MULUON ;;;:;;..`.; 2' X 5" X 1/8' ALUM. ANGLE __ 6.. 5 3/8' INT. LENGTH FOR I E- CL�2" 2" 2" X 5' X 1/8" X 6" X 1/4' MULLION Sunshine Windows Manufacturing, Inc. 1745 W 33rd Placa lodaah, Florida 33012 Ph: (305)354-9952 Fo":(305)528-5118 i ALUM. ANGLE 1' BY WOOD BUCKS BY TONERS. ALUMINUM TUBE MULUON 2" X 6' X 1/8" ALUM. TUBE MULLION 2` X 6" X 1/B` #14 S.M.S. #14 S.M.S. (3) EA. ANGLE CL ` - w ;: 1 SHALL BE PROPERLY SEALED AND ANCHORED TO TRANSFER LOADS TO THE STRUCTURE SHALL BE APPROVED 8Y BUILDING OFFICIAL 2'X6'X 1/4" 2'X6"X 1 4" / "�. =i 1 -i I 1 li (3) EA. ANGLE 1/2' M. 1 PRIOR TO MULLION INSTALLATION A N i I I_ - - ALUMINUM TUBE MULLION L.M.I. } _4_ ____ 4,... II . a R " n l ,n II aD m n : e' u n u e u, V _ar y 1 . uta .II .1 1/4' ITW BUILDEX TAPCON n P `11" o II ' b. THROUGH 1' BY WOOD BUCK • u• V u E.D. 1 1 3/4" MIN. EMBEDMENT INTO M CV - I- CLi _ 1/a" RI BUILDEX TAPCON 1" BY WOOD BUCKS BY OTHERS. CONCRETE/MASONRY SHALL BE PROPERLY ANCHORED THROUGH 1" BY WOOD BUCK 2 1/2' MIN' (3) PER ANGLE TO PRO D BY BUILDINGG OFFICIAL AND EMBEDMENT INTO SHALLBE APPSTRUCTURE LOADS TO THE CO CRETE/MASONRY PRIOR TO MULLION INSTALLATION (3) PER ANGLE SIDE VIEW A SIDE VIEW 8 1 1/2" 1 1/2" TOP VIEW NOTE: ANCHOR CONFIGURATION TYPE A3 AS SHOWN IS VAUD FOR MUWONS 2' X 6` X 1/8" AND 2' X 6" X 1/4'. FOR ANCHOR DESIGN LOADS SEE TABLES jJ 2 AND jJ 3 ON SHEETS 4 AND 5 OF 21. 'w.ANCHOR CONFIGURATION TYPE A3 FOR 2" X 6" MULLIONS NUMBER OF ANCHORS PER END = 6 B WITH 2" X 5" X 1/8" ALUM. ANGLES SUBSTRATE: 2" BY WOOD BUCK OR WOODEN STRUCTURE 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' MULUON -2' BY WOOD BUCK OR WOODEN STRUCTURE BY OTHERS. SHAH BE PROPERLY ANCHORED TO WITHSTAND LOADS IMPOSED BY GLAZING TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL 2' X 5' X 1/8" ALUM. ANGLE I -CLI 2' 2' X 5" X 1/8" 6" t ALUM. TUBE MULLION t ALUM. ANGLE #14 S.M.S. (3) EA. ANGLE 5/8' S/8' ALUMINUM TUBE MULLION 2" X 6" X 1/8' �h ip14 S.M.S. 2" X 6" X 1/8" 2" X 6' X 1/4' +- 2" X 6' X 1/4" 1 (3) EA. ANGLE r X'— CL ; A i 1 ET___=....,la�uu, �1 J1-11 1 1 11 1/2' MA,c, 1 ". 1 ell 1PRODUCTS l 1 V u a 1 1/4" 11W BUILDEX TAPCON r Nom- P i�"11 PRJOR TO MULLION INSTALLATION TAPCON 1 3/8" MIN. EMBEDMENT u 1.1----i---....,1/4" 2" BY WOOD BUCK OR WOODEN STRUCTURE' INTO WOOD • (4) RER ANGIE E.D.1" 1 3/8" MIN. EMBEDMENT INTO W000 (3) PER ANGLE M I --CCI 8Y OTHERS. • • • • • • • SHALL BE PROPERLM ANCHORED • • • •• •• • • MIN. TO WITHSTAND LOASS IMPOSED � S'jI JG •. • : .: • • PRODUCTS TO THE CT RREE D. • • • • • SIDE VIEW B Drawn by: NM We: 02-11-13 �•; i/4 - t• SHALL BE APPR B 1 G FA�IAL • • • •• / Revision: INSTALLATION t PRIOR TO MULUON I STALLATION _ r '„�--// RaNabn: SIDE VIEW A / 1 1/2” 1 1/2" • • • • • • • • • • Approved 9a complying will' tin T �E%u Florida nuldlugC • • • • • • • • • Dole j..j r.,•t_ Yr [ '2 DRAWING N0. M201 1 TOP VIEW NOTE: ANCHOR CONFIGURATION, TYPE A311AS SHOWR 160VALID FER rvonx FRANCISCO HERNANDE2 MULLIO�CS 21),6"•R 10""Al42'•X �' X•1/3'. . : MlRatIDsdePraluclConl FLORIDA PE # 51393 FOSACHOR•DESIGN LOADS SEE4ITABLES 11 2 /CD b e ON SHEETS 4 AND 5 OF 21. a Dry f=�' =� SHEET 11 OF 21 • • • • • • •—•-• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • 0 • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR CONFIGURATION TYPE Bl FOR 1" X 2" OR 1" X 3" MULLIONS NUMBER OF ANCHORS PER END = 2 WITH V1 MULLION CLIP SUBSTRATE CONCRETE 2" OR 3" ............................... ............................... .............................. "' CL rrr ALUMINUM VI MULUON CUP Sunshine Windows Manufacturing, Inc. ' 1 5 BINT. /LENGTH FOR " ALUM. V1 MUWON CLIP { `i ALUM. TUBE MUWON I 1 I 1 /'Al ALUM. VI MULLION CUP r i Y y 1" X 2" X 1/8" MULLION 2 5/8" INT. LENGTH FOR 1" X 3" X 1/8" MULLION 1745 W. 33 d Place W % Flodd 312 Fox:(305)828-5118 11 11 I 1 ► A ISI 11 I i 1111 MAX {i ALUM. TUBE MULLION — —mit....—..—.i/2" IL 1"x2"x 1/8" 1" x 3" x 1/8" f. yr ° If p ° II ° � �• �. ° p p • II' p 4 ° ° 1 1 VARIES p n p• ° ° p ° 1/4" RTW BUILDER TAPCON 1 3/4" MIN. EMBEDMENT INTO t, p [) . 1/4" I1W OUILDEX TAPCON 1 3/4" MIN. EMBEDMENT INTO CONCRETE (1) PER LEG UM TUBE MULLION L.M.I. r d 1 CONCRETE E.D. 3" (1) PER LEC 2 1/2" MIN. TOP VIEW MIN. SIDE VIEW A NOTE: ANCHOR CONFIGURATION TYPE 81 AS SHOWN ON THIS SHEET IS VAUD FOR MUWONS 1" X 2" X 1/8" AND 1" X 3" X 1/8". FOR ANCHOR DESIGN LOADS SEE TABLE fi 2 ON SHEET 4 OF 21. SIDE VIEW B ANCHOR CONFIGURATION TYPE B1 2" OR 3" FOR 1" X 2" OR 1" X 3" MULLIONS NUMBER OF ANCHORS PER END = 2 WITH 2" X 2" x 1/8" ANGLE SUBSTRATE: CONCRETE 5/8" 5/8 i 2" X 4" X 1/8" ALUM. ANGLE 7 1" i — 1 5/8" INT. LENGTH FOR S.M.S. B1 { qII 1" X 2" X 1/8" MUWON 2 5/8" #14 (2) EA ANGLE CLH I R II 1 INT. LENGTH FOR 1" X 3" X 1/8" MULLION 2" X 2" X 1/8". N ALUM. TUBE MUWON 1 I /14 S.M.S. (2) ANGLE \ ©II II ALUM. ANGLE 14 S.M.S. �r 2" X 2" X i/8` ALUM. ANGLE 1/2" MAX. q II I (2) ANGLE 11c ► A T Ct�l� II I� p ° 1 ' p ° p 1 —. - �_`. - pu 1/4"11W BUILDEX TAPCON ALUM. TUBE MULLION p p 11 p p p II p ° II II • . ' I E.D. 1 3/4" MIN. EMBEDMENT INTO CONCRETE 1" x 2" x 1/8" 1" x 3" x 1/8" ry yr 4.t! / ° tj. a 1/4" ITV/u �BUILDER TAPCON A 1 PER ANGLE • CQNC.+ F�AREpMEQT I�TO •• 2 1/2` MIN. ( ) NM 3• L. • • • • • • 414 PTR ANGLE • • • • • SIDE VIEW B w.." by: Dots: 02-11-13 MIN. • • • • • • • • • • soel•: 3/8" - I" VARIES • l • • • • • • • • • • / R•NNon: SIDE VIEW A RMNon: TOP VIEW 'IPProved al Complytag Wilk QIC ` ,__i FIorkh, nnldl c • ••• • •••e • • Rp wk 2-2"S !3 • • • • • • • • Dxlt N .+moi z t_'^ FRANCISCO HERNANDEZ DRAWING NO. M 201 1 • :.,� < FLORIDA PE # 51393 NOTE ANCHOR' CONFIGURATION TYPO f AS SHOWN ON•Ilils SIi�ET3S VAUD FOR Nora �" Mierol ede Prof"et ogirol MUWONSIT X 2: g le •1" ; 3 DX T/8� • • • FOR ANGIiOR DESIGN LOADS %E TAU! # 2 ON SHEET 4 OF 21. n7 r /i.'' ;..- SHEET 12 OF 21 ••• • • • • ••• • • • • • • • • • • • • • ••• • • 0 • • • • • • •• •• • • • •• •• ••• • • • ••• • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR CONFIGURATION TYPE B2 FOR 1" X 4" OR 2" X 4" MULLIONS NUMBER OF ANCHORS PER ENO = 4 '`. 1► WITH 2" X 5" X 1/8" ALUM. ANGLES SUBSTRATE CONCRETE B 2' X 5' X 1/8" ALUM. ANGLE ■---- •' 4' 2" X 5" X 1/8" ALUM. ANGLE Sunshine Windows ALUM. TUBE MUWON 1" OR 2" 3 5/8' INT. LENGTH FOR 4' X 1" X 1/8" MUWON Manufacturing, Inc. 1745 W. 3301 Pfau j--{- 2' X 5" X 1/8" 3 3/8" INT. LENGTH FOR Hialeah, Florida 33012 1" x 4" x 1/8' / i" x 4" z 1 4=---- / 1/8" _ ALUM. TUBE MULLION Ir1 I ALUM. ANGLE Ni4 S.M.S. (2) IX ANGLE i 1 4" X 1' X 1/4" MUWON 3 5/8" INT. LENGTH FOR Ph: 005)384-9952 Fax:005)828-5118 2" x 4' x N 1 1" x 4' x 1/8' ' A 1! -----.it 1" x 4' x 1/4' 2" x 4' x 1/8" Li,i #14 S.M.S. (2) EA. ANGLE 1/2" MAX.4_, IS ® 4" X 2' X 1/8' MUWON n •• ! 11 ! If 11 ' a !.. i1 • • ° •i1 ° • .11 ° 1/4" ITV BUILDEX TAPCON 1 3/4" MIN. EMBEDMENT INTO CONCRETE (2) PER ANGLE p• X 5" X 1/8' ALUM. ANGLE M TUBE MULLION L.M.I. 11 , 4 11 11 a n R11 N n : a! 9 ° 9 V ° V, • V N IIII' I F ' �IV • — — 1/4' ITW BUILOEX TAPCON 21 W 1 3/4" MIN. EMBEDMENT INTO ■ CONCRETE —SIDE /244 441/2" TOP VIEW VIEW A (2) PER ANGLE SIDE VIEW B NOTE: ANCHOR CONFIGURATION TYPE B2 AS SHOWN IS VALID FOR MUWONS 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 # 2 AND jl 3 ON SHEETS 5 AND 6 OF 22. 1 ANCHOR CONFIGURATION TYPE B3 FOR 1" X 4" OR 2" X 4" MULLIONS NUMBER OF ANCHORS PER END = 6 • B WITH 2" X 5" X 1/8" ALUM. ANGLES SUBSTRATE: CONCRETE 1 1 4' X " X 1/8" MULLION 2' X 5" X 1/8" ALUM. ANGLE 3 5X INT. LENGTH FOR ALUM, TUBE MUWON /14 S.M.S. 1" OR 2" fi 2" X 5" X 1/6" (3) EA. ANGLE I ICL I 3 3/8" INT. LENGTH FOR 4' X 1" X 1/4" MULLION ALUM. ANGLE �y 3 5/8" INT. LENGTH FOR 1" x 4' x 1/8" 1" x 4" x 1/4" --- „ ALUM. TUBE MUWON 1' x 4' x 1/8" �— 1/2" �• le T 4" X 2" X 1/8' MUWON 2" x 4" x I/8" Is, 1' x 4" x 1/4" le 114 S.M.S. 4' 9 • e p 411/a • A _ _ _ ■i�l�l■ 2" x 4" x 1/8' I li (3) EA ANGLE H` ° ° ii' !I" :iI 1/4" ITW BUILDEX TAPCON 4)____II x v 11— II N nII , '• 11 ' • ° 9 • ii •° ° 9 ° N ° b n •u° a. II 1 3/4' MIN. EMBEDMENT INTO CONCRETE I En1 PER ANGLE M . . .e. NII II n .'a ! II II 21/Y IW. (3) V I---1/4" I1W BUILDEX TAPCON SIDE VIEW B 1 I --CLI _ SID ite& A • • • • 1.3/4+: MINP6MBEOMENT INTO 7�• Drown by NM \, • • • • • • I Dote: 02-11-13 41/2" • • ( ALE y Scold: t/4" - 1" 1/2"� • • • • • • • • • • • •• R.,+aon: •• ••• •• l Rerlalon: Approved at oempiyingwith tho J! -�6 Florida Bold1P0 CST Y.:^ - 2-2-1-� • • • • • • • • • • UMe r,; -,1. , FRANCISCO HERNANDEZ 86 AS SHO N IS NJ¢ FOR - ORANIN0 N0. M201 1 TOP VIEW NOTEI ANlHOR f.ONFlGURAI<IOMTYPE rloao_J« �Q UONY 1" X 4' X 178",•1• X 4�X �ANg 2,,x 4" X 1/8". MI2,al6adeProducSConirol FLORIDA PE # 51393 •F0 ANCQOR DESIGN1.QADS•SE6TABLES jl a AND 03 ON SHEETS 4 AND 5 OF 21. Ily f,, , ;,, I ,..•• • SHEET 13 OF 21 ••• • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR CONFIGURATION TYPE B3 FOR 2" X 6" MULLIONS NUMBER OF ANCHORS PER END = 6 WITH 2" X 5" X 1/8" ALUM. ANGLES SUBSTRATE: CONCRETE ............................... ..,,`''•'' Sunshine Windows Manufacturing, Inc. 1745 W. Jiro Ploe• Moloch, F104da 33012 Ph: (305)384-9952 Fax,(305)828-5118 B 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 ALUMINUM TUBE MULLION L.M.I. 2" X 5" X 1/8" n ALUM. ANGLE T i T 2" 2" X 5" X 6 5/8" 5/8 t t• ALUM. ANGLE/8" 14 S.M.S. ALUM. TUBE MULLION 2" X 6" X 1/8" ALUM. TUBE MULLION 2" X 6' X tie �— r. (3) EA. ANGLE (3) 2' X 8" X 1/4" I 2" X 6' X 1/4° —114 S.M.S. - I i 1 1 . (3) EA. ANGLE 1/2" MAX., A N �_ ! 1 1 ° ° 11 ° ° 11 > ° °> 11 11 > > ° C. _ °I4 .Il ° e ° ° tall pH _4,_____+_ • . • ° o ° 11 ° • u u ° • II .11 1/4' ITW BUILDEX TAPCON °. u, •u• °•u 1 3/4" MIN. EMBEDMENT INTO I E.D. CONCRETE + 1 (3) PER ANGLE r -a —1/4" I1W BUILOEX TAPCON • 1 3/4" MIN. EMBEDMENT INTO 2 1/2" MIN. CONCRET(3) PERE ANGLE SIDE VIEW B SIDE VIEW A 1 1/2" 1 1/2' TOP VIEW •• ••• • • • • • •• • 0roxn by; NM • • • pato; 02-11-13 • • • • I Soon.: 1/4" .. 1" • 1 • • ••J •• ••• •• Blo re -�` Approved ea fOJtplyl9g wt0 the Li iI--1 Florida BIdIn5Cg15, r, 2 Q-25-1 • ••• • ••• • • Duty x A-� DRAWING N0. M2011 NOTE.AN111HOR tONFIGURA�ION•TYPE ASS ty�l � FOR NOA9�j • J J,. / FRANCISCO HER ANDEZ s.X `'�� MIgal0 duelZb9Rs{ FLORIDA PE 51393 • 7 08" SND u uoNs'2" x s' 2' Y s. 4. . jj j ro! ANCQ DESIGY LOADS•SE6 TABLES V *AND 103 ON SHEETS 4 AND 5 OF 21. Dy /j/a!/e,:.-r ,Ayz ••• • • • • • SHEET 1 4 OF 21 •• • • • • • • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • ANCHOR CONFIGURATION TYPE C1 FOR 1" X 2" OR 1" X 3" MULLIONS NUMBER OF ANCHORS PER END = 2 WITH V1 MULLION CLIP SUBSTRATE: METAL 2" OR 3" • 11/ 1" ALUMINUM VI MULLION CLIP B CL 1 5/8" INT. LENGTH FOR ......,., Sunshine Windows 1 I 1" X 2' X 1/8" MUWON 2 5/8' INT. LENGTH FOR Manufacturing, Inc. ALUM. V1 ALUM. TUBE MUWON I I 1" X 3' X 1/8" MULLION 43 17 W. 33rd Ploa MUWON CUP _ _ n J �nl II 11 1 r y 1 I ANY APPROVED MUWON OR Wolooh. Floddo 33012 Ph: (305)384-9852 Fax:(305)828-0118 A 11 11 11 110 1 I I METAL STRUCTURAL MEMBERS BY OTHERS SHALL WITHSTAND ANCHOR SHEAR FORCES ALUMINUM TUBE MULLION L.M.I. 1/2" MAX' MINIMUM THICKNESS = 1/8" NOTE 7 ON SHEET 1 ----gym' --.. 1/4" S.M.S. GRADE 5 THROUGH METAL r ALUM. TUBE MULUON 1' x 2" x 1/8" 1' x 3" x 1/8" t:', • - i i (1) PER LEG MULLIONANY APPROVED METAL STRUCTURAL MEMBERS BY OTHERS i t I (SEE) i SHALL 8E APPROVED BY BUILOING OFFICIAL i PRIOR TO MULUON INSTALLATION SHALL WITHSTAND ANCHOR SHEAR FORCES MINIMUM THICKNESS = 1/8" (SEE NOTE 7 ON SHEET 1) E.D. 1/4" S.M.S. GRADE 5 THROUGH METAL (1) PER ANGLE TOP VIEW SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MUWON INSTALLATION SIDE VIEW A NOTE: ANCHOR CONFIGURATION TYPE C1 AS SHOWN IS VAUD FOR MUWONS 1" X 2' X 1/8" AND 1" X 3" X 1/8". FOR ANCHOR DESIGN LOADS SEE TABLE J 2 ON SHEET 4 OF 21. 1" MIN. SIDE VIEW 8 ANCHOR CONFIGURATION TYPE Cl 2" OR 3" FOR 1" X 2" OR 1" X 3" MULLIONS NUMBER OF ANCHORS PER END = 2 WITH 2" X 2" X 1/8" ALUM. ANGLES SUBSTRATE: METAL ALUMINUM 2" X 2" X 1/8" ANGLE 1 5/8" INT. LENGTH FOR 1" X 2" X 1/8" MUWON 7 1" B 1p14 S.M.S. 2 5/8' INT. LENGTH FOR 1" X 3' X 1/8" MULLION ANY APPROVED MUWON OR METAL STRUCTURAL MEMBERS BY OTHERS WITHSTAND ANCHOR SHEAR FORCES MINIMUM THICKNESS = 1/8" CL—I (2) EA. ANGLE If ---- 11 4 pQ 11 2' X 2° X 1/8' ALUM. ANGLE -SHALL ALUM. TUBE MULUON t1 2" X 2' X 1/8" 1/2" MAX. , �� l �� #14 S.M.S. - X14 S.M.S �I ALUM. ANGLE _ (2) EA ANGLE _-- (2) EA. ANGLE II' r i S (SEE NOTE 7 ON SHEET 1) SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MUWON INSTALLATION ' A �� 11 1 1 i J �� -. J_`�_ ALUM. TUBE MULLION 1' 2" 1/8" vy ^1' i i' 1/4" S.M.S. GRADE 5 THROUGH METAL (1) PER ANGLE E.D. 1/4" S.M.S. GRADE 5 THROUGH METAL 1 (1) PER ANGLE x x • 1" x 3" x 1/8" ANYAPP"�" Me�QQ�N • • • 1" MIN, ApprovedasoanpUlapnkbthe NM • • METAL STRUCTURAL MGMBEl 1Y DTHQts • • • F•wrlop'Iambi('9 c ,� ., SHiAR•FO ES• Dnte Drawn b: Data: 02-11-13 SHALL WITHSTAND AMOR, • • rA • NDA• iU. Seel*: 3/8 - 1' _• MINIMUM jFj(CT(NEf 1�8'�S EPNO� TONS SHEET •1) )\flnall�edo P(0011 ti Control • • Revision: SHALL BE APPROVEDsBY BUILDING AFF1CIA! • PRIOR TO MULLION INSTALLATION 111 f'//', y! asNslon: v �, '( / TOP VIEW • •91®E VIEW Jt • • • •• SIDE VIEW B --�p'2`3-1� • • • • • • . . • • FRANCISCO HERNANDEZ • DRAWING N0. M201 1 MOW: AN:HORipOt1F1iL1RAT TYPE C1•AISCHOYYNOS VALID FOR FLORIDA PE # 51393 • • • MICRONS 111X 8" X• 1/4" 41D I3"•X 1/8". PIR ANCHOR DESIGN ROADS SEE TABLE 1 Z N SHEET 4 OF 21. SHEET 15 OF 21 • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • •• •• • • • •• •• 0•• • • • 0•• • ALUM. TUBE MULUON 1" x 4" x 1/8" 2" x 4' x 1/8" A o B ANCHOR CONFIGURATION TYPE C2 FOR 1" X 4" OR 2" X 4" MULLIONS NUMBER OF ANCHORS PER END = 4 WITH VI AND V2 CLIPS SUBSTRATE: METAL ALUM. MULLION CUP 1' OR 2" V1 CUP FOR 1" MULL V2 CUP FOR 2" MULL 4 4 1/2" TOP VIEW 1/2" ALUM. TUBE MULUON 1/4" S.M.S. GRADE 5 THROUGH METAL (2) PER LEG ANY APPROVED MUWON OR METAL STRUCTURAL MEMBERS BY OTHERS SHALL WITHSTAND ANCHOR SHEAR FORCES MINIMUM THICKNESS = 1/8" (SEE NOTE 7 ON SHEET 1) SHALL BE APPROVED 8Y BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION SIDE VIEW A 4" SIDE VIEW B NOTE: ANCHOR CONFIGURATION TYPE C2 AS SHOWN IS VALID FOR 1" X 4" X 1/8" AND 2" X 4" X 1/8" MULUONS. FOR ANCHOR DESIGN LOADS SEE TABLES # 2 AND 1 3 ON SHEETS 4 AND 5 OF 21. ALUMINUM V1 MULUON CUP 3 5/8" INT. LENGTH FOR 1' X 4" X 1/8" MULLION ALLUMINUM V2 MUWON CLIP 3 5/8" INT. LENGTH FOR 2' X 4" X 1/8" MULLION ANY APPROVED MUWON 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 1/4" S.M.S. THROUGH METAL (2) PER LEG 2' X 4" X 1/8" ALUM, ANGLE ALUM. TUBE MUWON 1"x4'x 1/8" 2"x4'x 1/8" A N 0 B TOP VIEW 1/2" ANCHOR CONFIGURATION TYPE C2 FOR 1" X 4" OR 2" X 4" MULLIONS NUMBER OF ANCHORS PER END = 4 WITH 2" X 2" X 1/8" ALUM. ANGLES SUBSTRATE: METAL ALUM. TUBE MULUON #14 S.M.S. (2) EA. ANGLE 1" OR 2" #14 S.M.S. (2) EA. ANGLE 4" 1/2' MAX. 1/4" S.M.S. GRADE 5 THROUGH METAL (2) PER ANGLE ANY APPROJBD 11US ON OR • METAL SrUCTURAL MEMBERS•BYATHERS•• i • • • SHALL WFTI4STAND HOR SMEAR• FORCE$ • • MINIMUM THIOKNESS v 1 8`:SEE NQTE OR SHE! T 1) SHALL BZ'APARP/L�D•BY BYIYDING OFFICI�I • • • PRIOR TO MUWON INSTALLATION E.D. 1' MIN ••• sloe 'VIEW A • ••• • •• • • • • NOTE: AkkkHOR•CO SRA o TYPE C2 R9•SH;WN.ON THIS SHEET IS VALID FOR • • • 1.1t 4" X 4f84 1.x a" )i 1/1 44D:" X 4" X 1/8" MULUONS. FoiR ANCHOR SESIGN LOADS SEE T S / AND # 3 ON SHEETS 4 AND 5 OF 21. 2° X 2" X 1/8" ALUM. ANGLE 3 5/8" INT. LENGTH FOR 4" X 1" X 1/8" MUWON 3 3/8" INT. LENGTH FOR 4" X 1" X 1/4" MULUON 3 5/8" INT. LLENGTH FOR 4" X 2" X 1/8" MUWON ANY APPROVED MUWON 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 1/4" S.M.S. GRADE 5 THROUGH METAL (2) PER ANGLE Approved ea co:uplylagwlUl OwSIDE VIEWFirkin 110191. C r 2-26—ta J FRANCISCO HERNANDEZ MIe91 )ode Produel jonttr FLORIDA PE 51393 0/j.-Aipd/2241, Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, Florida 33012 Ph: (305)304-9952 Fox:(305)828-5110 Drawn by N M Dale: 02-11-13 Scale: RMxion: Revision: ORA111N0 N0. M2011 SHEET 16 OF 21 ••• • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • .• .• •• • • • •• •• ••• ANCHOR CONFIGURATION TYPE C3 FOR 1" X 4", 2" X 4' OR 2" X 6" MULLIONS NUMBER OF ANCHORS PER END = 6 ALUMINUM V1 MUWON CUP ................ • ." B SUBSTRATE: METAL WITH VI AND V2 CLIPS 4' OR 6" 3 5 8 INT. LENGTH FOR / ALUM. TUBE MULLION ALUM. MUWON CUP VI CLIP FOR 1" MULL 1" OR 2" 1" X 4" X 1/8` MULLION ALLUMINUM V2 MULLION CUP 1" x 4" x 1/8" 2" 4" 1/8" V2 CLIP FOR 2" MULL 3 5/8" INT. LENGTH FOR 2" X 4" X 1/8" MULLION Sunshine Windows x x I Monufec(08ng, Inc. 2" x 6" x 1/8" r �� ' �/ 1 1 I 1745 W. 33rd Place fleldo 33012 yr ALUM. TUBE MULLION ini II II Ir -I 11 I ANY APPROVED MUWON OR PhIllo(3oh. Ph: (305)354-9952 Fa":(305)828-5115 N 11 11 I METAL STRUCTURAL MEMBERS 8Y OTHERS Imiiiiiiiiimai 11 11 11-__ d I SHALL WITHSTAND ANCHOR SHEAR FORCES A o 1/2' MAX. • ___gym`___ _ MINIMUM THICKNESS = 1/8" i ` 1/4" S.M.S. GRADE 5 THROUGH METAL (3) PER LEG • ' i i $ S 1 (SEE NOTE 7 ON SHEET 1) SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MUWON INSTALLATION 1,4 `e 1r OA ANY APPROVED MULLION OR METAL STRUCTURAL HERS MBERSHEAR S BY FORCES D 1/2' 1 I � I SHALL WITHSTAND ANCHOR E 4 4 MINIMUM THICKNESS = 1/8" (SEE NOTE 7 ON SHEET 1) 1/2" SHALL BE APPROVED 8Y BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION TOP VIEW SIDE VIEW A 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 # 2 AND if 3 ON SHEETS 4 AND 1/4" S.M.S. THROUGH METAL " MIN (2) PER LEG SIDE VIEW 8 5 OF 21. 1-1 z Q ANCHOR CONFIGURATION TYPE C3 FOR 1" X 4", 2" X 4" OR 2" X 6" MULLIONS NUMBER OF ANCHORS PER END = 6 2" X 2" X 1/8" ALUM. ANGLE 3 5/8" INT. LENGTH FOR ALUM. TUBE MULLION 1" x 4" x 1/8" 1" x 4" x 1/4" B WITH 2" X 2" X 1/8" ALUM. ANGLES SUBSTRATE: METAL 4" OR 6' 1" X 4" X 1/8" MULLION 3 3/8' INT. LENGTH FOR 2"x4'x1/8" 6" 1/8" 2" X 4` X 1/8" ALUM. ANGLE 1"OR 2" 1" X 4"X 1/4"MULLION 3 5/8" INT. LENGTH FOR 2" x x 2" x 6" x 1/4` ON 5 5/8° INT. ILEENGTHLFOR 1' I 1 1 I- CL 1 2" X 6" X 1/4" MULLION 0 ty ALUM. TUBE MULLION `� Ir l �, U N /14 S.M.S. (3) EA. ANGLE IIS j1 p14 S.M.S. (3) EA. ANGLE :i , 11 l CP 4 ANY APPROVED MULLION OR METAL STRUCTURAL MEMBERS BY OTHERS A o ____ ��_�_)� C_ 1 j1 I 1/2" (. 11---__ NI" SHALL WITHSTAND ANCHOR SHEAR FORCES ��`___ 1/4' S.M.S. GRADE 5 - MINIMUM THICKNESS = 1/8" j� _y] _ THROUGH METAL (2) PER ANGLE r... _ I I" I" (SEE NOTE 7 ON SHEET 1) i SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION 0 .l _) ti ± ANY APPQOTAtb IPUD_ )N LR • • • • • • METAL STRUCTURAL ► M Ijs:BY RS• E.D. THROUGH METAL oe«n by NM • 1/4" S.M.S. SHALL WITHSTAND At4IHON SIIFAP••FOgCE; • 1" MIN opts: o2 -t t-13 • • ( Jr2 PER LEG I Scale: 3 t 4 K MINIMUM•lylt�(NFS$ i 1'/$" SER NOTE 1 01 SHEET•1) 1/2" SHALL BE APPROVED BY 80ICDING 1 Fnadt. • • • ./j:11- rtwielon: 1/2" PRIOR TO MUWON INSTALLATION -_ ReMdon: v -- • PDtroveJ9xm:nplyt9gwithihe i.�Jp_25-t3 TOP VIEW • •• $111E VIEW •A • • • • • SIDE VIEW torlJa nuldin9 cxle • • • • • • • • • Dme � r j ✓, Ql;• FRANCISCO HERNANDEZ DRAWING NO. M2011 NDTE:AMOR CONIFIGURACON TIE (�•A: SI�)W/ IS VAIJD FOR MULLIONS 1" X 4" X 1/8", ��^�-�1_- j ' FLORIDA PE # 51393 / n1lnminnJe Product Control • • • �X 4' X•1110, T X04` X 1/8",•Y X 6. X 1/8' AND 2' X 6" X 1/4". �-; FOR ANCHOR OESIGN•LOADS SEE TABLES•# 2 AND I1 3 ON SHEETS 4 AND 5 OF 21. 1l k /ljlav•_j SHEET 17 OF 21 • • • • • • • • • • • • • • • • • • • • • • • 0041 • • • • • • • • • • • • • • • 0 0 • • • • •0• • •41 • •• • • 4141• • • IAC IAC 2' 2' 5/8' 5/8' 15/8 5/8' 0 UU V—�—�—i ANCHOR CONFIGURATIONS D2, D3 AND D4 MULLION TO MULLION CONNECTION FOR 1" X 2", 1" X 3" AND 1" X 4" MULLIONS WITH U CLIPS SUBSTRATE: METAL —t1 2• 5/8' 5/8'1 U 2' 3' 4" OR 6 I►C I/C I 'c I I I 4 3" 1, 5/8" 1 5/8" 1 I I,5® I /8' 7/8' 7/8' I ® I 5/81 I 11 TTU 3' I'c 4' OR 6' I , C L"U" CUP (TYPICAL) I ANCHOR CONFIG. D2 ANCHOR CONFIG. D2 ANCHOR CONFIG. D2 ANCHOR CONFIG. D3 ANCHOR CONFIG. D3 FOR 1" X 2" TO 1" X 2" 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" CONNECTION CONNECTION CONNECTION CONNECTION CONNECTION 1" 11 "U" CLIP •• ••• • • • • • •• U SEE "" CLIP DETAIL • • • ON SHEET 2 OF 21 • • • •• ••• •• • • • •• SECTION C -C i NOTE: ALL SCREWS USED FOR MUWON TO MUWON CONNECTIONS SHOWN •OR THIS•SH!ET SHALL•BE #.1d S.M.S. COADE 5. • FOR A24 FIOgS DEIGN LOAD: sq TAB # 2 OM SHEET•4 QF 21. •• • • • • ••• • • • •• • • • • . • • ••• • . • • • I 'c 4' I � 1� 5/8' 5/8 4I L ®15/16" 5/81 ® 15/16'® / I 11 5/81 /15/16'/ I 1 1—`61--./5\ 1" 17 UUUU 4. OR 6" I'c ANCHOR CONFIG. D4 FOR 1" X 4" TO 1" X 4" CONNECTION 4pproved es eo:BpU•Ing with the FIorIJa nldl " N MJ•n4 Dade Prod el Cogirol 2.2,5.13 FRANCISCO HERNANDEZ FLORIDA PE fi 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd PM. Hialeah. F1%Me 33012 Ph: (305)354-9952 Foa:(305)828-5118 Drown by: NM Dot,: 02-11-13 Scotto 1/2" a 1" Revision: Revision: (*AMC N0. M2011 SHEET 18 OF 21 ••• • • • • ••• • . • • • • • • • • • ••• • • • • • • • ••••• . • • • • • ••• • • • •. •• c ALUM. SLEEVE FOR 3 1/2"0 OR 4"0 ALUM. TUBE MULLION STRUCTURAL WALL/BEAM —3 1/2"Q 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 1/8" THICK ALUM. CIRCULAR PLATE WELDED TO ALUM. SLEEVE. e en r7 r7 en 'IIIII 1/2" :170 ‘...... _i VARIES 5 1/2" FOR 3 1/2" (4IUWON 6" FOR 4"0 MULLION ANCHOR CONFIGURATION BR2 AND CR2 FOR 180' ANGLE STRUCTURAL WALL OR BEAM 90' STRUCTURAL WALL/BEAM 3 1/2"� OR 4"95 ALUM. TUBE MULLION ALUM. SLEEVE FOR 3 1/2"0 OR 4'0 ALUM. TUBE MULLION 3 1/2"0 OR 4"0 ALUM. TUBE MULLION ALUM. SLEEVE FOR 3 1/2"0 OR 4"95 ALUM. TUBE MULLION •• ••• • • • • • •• • • •• ••• • ••• • • • NOTE: FOR MUWON AND ANCHOR DESIGN LOADS SEE TABLE Y 4 ON SHEET k •)F 2: • •• ••• • • •5 1/2" FOR 3 1/2'0 MUWON • • • t•F01; 4"II5 IOL10N • • • • • • • Asi(;HQRXNFIURATION • • • B*3 ANT/CR3 FOR 90' ANGLE • ••• • • • • • . • • • • • • • • • • • • • • ••• • • • • • • • 5 1/2" FOR 3 1/2"0 MUWON 6" FOR 4'0 MULLION 1/8" THICK ALUM. CIRCULAR PLATE WELDED TO ALUM. SLEEVE. ANCHOR CONFIGURATION BR3 AND CR3 FOR 135 ANGLE Approved es ooloplylog with the Florida Bolding Cod) NMDO/ N 7_ Mlorul tlnde rodeet Control D/ 12-06—la FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Moloch, Florida 33012 Ph: (305)384-9952 F0:(305)528-5118 z o a F Drown by NM Dote: 02-11-13 Saole: 1/4" .4 1' Rerlelon: Revlelon: DRAWING N0. M201 1 SHEET 19 OF 21 • • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • •• •• • • • • • • ••• • • •• .• ALUM. SLEEVE FOR 3 1/2'0 OR 4'0 ALUM. TUBE MULUON STRUCTURAL WALL/BEAM 3 1/2"0 OR 4"0 ALUM. TUBE MULUON 1/8' THICK ALUM. CIRCULAR WELDED TO ALUM. SLEEVE. TOP VIEWS FOR ANCHOR CONFIGURATION TYPE BR4 AND CR4 ROUND MULLIONS 3 1/2'0 AND 4''0 PLATE 3 1/2'0 OR 4'0 ALUM. TUBE MULLION ALUMINUM SLEEVE FOR 31/2'0 OR 4"0 ALUM. TUBE MULLION 5 1/2" FOR 3 1/2'0 MULLION 6' FOR 4'0 MULUON ANCHOR CONFIGURATION BR4 AND CR4 FOR 180' ANGLE STRUCTURAL WALL OR BEAM 90' 44, 3 1/2'0 OR 4'0 ALUM. TUBE MULLION ALUMINUM SLEEVE FOR 3 1/2'0 OR 4'0 ALUM. TUBE MULLION •• • • • • •. ••• • •5 VI" FOR 3 1/2'0 MULLION • • • • 6"•FOIC 4'ID 40111N • •• • • • • • • • :ACCa(ot CODIFR4%JRATION •• • BIt'4 itNISCR4 FOR 90' ANGLE • ••• • • . • ••• • ••• NOTE: FOR MULLION AND ANCHOR DESIGN LOADS SEE TABLE A 4 ON SHEET•6 OF 21. • •• ••• • • • • • . • • • • • • • • • ••• • • • . • • • 5 1/2' FOR 3 1/2'0 MUWON 6' FOR 4'0 MUWON ANCHOR CONFIGURATION BR4 AND CR4 FOR 135' ANGLE 1/8' THICK. ALUM. CIRCULAR PLATE WELDED TO ALUM. SLEEVE. Approved e3 eoSlpi iaswllh the. Florida iialdl.D Crd NOA11_( /�, f hlland Dade Produtt Conl roll / n. FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, k1. 1745 W. 33rd Place Hialeah, Derldo 33012 Ph: (305)364-9952 Fox:(305)828-5118 Drown NM Dote: 02-11-13 5,01.: 1 /4' - 1' R.vi.lon, Revision; DRAWING N0. M2011 SHEET 20 OF 21 ••• • • • • • • • • • • • • ••• • • • . • • • • • • • • • .•• • • • .•• • • • • • • • • •• • • • •• •• SIDE VIEWS FOR ANCHOR CONFIGURATION TYPE BR2, BR3 AND BR4 ................ ............... ................ ................ ROUND MULLIONS 3 1/2"0 AND 4"0 - , ............................. ''-r SUBSTRATE: CONCRETE 3 1/2"0 OR 4'0 3 1/2"0 OR 4"0 3 1/2"65 OR 4"0 Sunshine Windows Manufacturing, Inc. 5 ALUM. TUBE MULLION ALUM. TUBE MUWON ti , ALUM. TUBE MUWON 1745 W. 33rd Noce 19oleob. MHO33012 r, f g 1/8" THICK. ALUM. CIRCULAR PLATE rt 1/8" THICK. ALUM. CIRCULAR PLATE •---r 1 1N 1 1/8" THICK. ALUM. CIRCULAR PLATE Ph: (305)304-9952 Fox:(305)828-5118 I, WELDED TO ALUM. SLEEVE. WELDED TO ALUM. SLEEVE. i WELDED TO ALUM. SLEEVE. OE MULLION L.M.I. :11 • b. ; 11, • DI I• N iti 11p 11 a AI 1• Ila • .1 b. • i t. • TAPCON —1/4" ITW BUILDER TAPCON n e • • s 1/4" ITW BUILDER • o e • 11• • . 1/4" ITV/ BUILDER TAPCON s • 11 • " o 1 3/4" MIN. EMBEDMENT INTO 1 3/4" MIN. EMBEDMENT INTO 1 3/4" MIN. EMBEDMENT INTO CONCRETE CONCRETE CONCRETE (2) PER PLATE (3) PER PLATE (4) PER PLATE SIDE VIEW C SIDE VIEW D SIDE VIEW E ANCHOR CONFIG. BR2 ANCHOR CONFIG. BR3 ANCHOR CONFIG. BR4 NUMBER OF ANCHORS PER END = 2 NUMBER OF ANCHORS PER END = 3 NUMBER OF ANCHORS PER END = 4 NOTE: FOR MULLION AND ANCHOR DESIGN LOADS SEE TABLE 14 ON SHEET 6 OF 21. SIDE VIEWS FOR ANCHOR CONFIGURATION TYPE CR2, CR3 AND CR4 ROUND MULLIONS 3 1/2"0 OR 4"� g ALUM. TUBE MULLION 3 / N 4"� SUBSTRATE:METAL 3 1 II 1 11/8" THICK ALUMINUM CIRCULAR PLATE WELDED TO ALUMINUM SLEEVE. li N� METAL STRUCTURAL MEMBERS BY OTHERS 3 1/2"� OR 4•953 1/2"0 OR 4"� MINIMUM THICKNESS = 1/8" ALUM. TUBE MUWON I ALUM. TUBE MULLION I I (SEE NOTE 7 ON SHEET 1) 1/8" THICK. ALUM. CIRCULAR PLATE N WELDED TO ALUM. SLEEVE. 1/8" THICK ALUMINUM CIRCULAR PLATE WELDED To AL MINUM SLEEVE. SHALL WITHSTAND ANCHOR SHEAR FORCES AND SI -(AU. BE APPROVED BY BUILDING \ I MEMBERS BY OTHERS i METAL STRUCTURAL MEMBERS BY OTHERS E.D. OFFICIAL PRIOR TO MUWON INSTALLATION — U METAL STRUCTURAL MINIMUM THICKNESS = 1/8" MINIMUM THICKNESS = 1/8" 1" MIN. I (SEE NOTE 7 ON SHEET 1) —_— — I I — I (SEE NOTE 7 ON SHEET 1) SHALL WITHSTAND ANCHOR SHEAR FORCES 1/4" S.M.S. GRADE 5 THROUGH METAL E.D. SHALL WITHSTAND ANCHOR SHEAR FORCES AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO MULLION INSTALLATION E 0 AND SHALL BE APPROVED BY BUILDING SIDE VIEW E (4) PER PLATE OFFICIAL PRIOR TO MUWON INSTALLATION ANCHOR CONFIG. CR4 1" MIN. 1" MIN. 1/4" S.M.S. GRADE 5 THROUGH METAL NUMBER OF ANCHORS PER END = 4 PIR KATE.. ••• ••` •• i 1/4" S.M.S. GRADE 5 THROUGH METAL NM •{3) • • (2)PER PLATE • gZE•JIDate: C � • •• Drown by 02-11-13 SIDE VIEW • .•,•• • seolr: 1/4" - 1" ANCHOR CONFIG. CR2 • • AW OlecCI VFIG. CR3' • • Rsvlelon: • • • • NUMBER OF ANCHORS PER END = 2 NUMBER OF ANCHORS PER END = 3 f Revision: _� 7,„ Approval as complying with the V /'ii/ • • • • • • • • • PiorW•LljBahlinn�7 Cale ✓ T{} 25 /g • • • • • • • • • • NonM =j r `FFG' z FRANCISCO HER ANDEZ LOADS SEE TABLE f 4 ON SH 6 OF C. •• DRAWING N0. M2011 NOTE: FOR MUWON ANO ANCHOR DESIGN • . • • • • • • • • bflnml lif& pro�dOCt ConInal FLORIDA PE # 51393 • • •. • • • • . • i •••• • By lk �(,LLI,� ,� ,%> .� SHEET 21 OF 21 •• i> 0041 • 4 • 4 *00 • • • • • • • • • 4 • • • • • • • • • • • • • • •• • • •• • ••• • • •••• 0441 • • •• •• UNIT A.1 AND A.1R UNIT B.1 AND B.1R UNITB.2 AND B.2 R UNIT C.1 AND C.1R BUILDING TYPE 1 UNIT B.2 9 $ 32,809.95 UNIT B.2R 11 $ 40,101.05 TOTAL $ 72,911.00 HIGH RIDGE APARTMENTS $ 2,652.67 $ 4,141.54 $ 3,645.55 $ 4,142.01 QTY UNITS/ BUILDING BUILDING TYPE 2 UNIT C.1 6 $ 24,852.06 UNIT C.1R 6 $ 24,852.06 UNIT B.1 6 $ 24,849.24 UNIT B.1R 6 $ 24,849.24 TOTAL $ 99,402.60 BUILDING TYPE 3 UNIT B.1 6 $ 24,849.24 UNIT B.1R 6 $ 24,849.24 UNIT A.1 6 $ 15,916.02 UNITA.1R 6 $ 15,916.02 TOTAL $ 81,530.52 TOTAL BUILDING BUILDING TYPE 1 BUILDING TYPE 2 BUILDING TIPE 3 CLUBHOUSE OTAL PROJECT QTY 2 $ 145,822.00 2 $ 198,805.20 4 $ 326,122.08 1 $ 42,634.73 $ 713,384.01 • • • • • • •• • • •••. • • •••• ••.• ••.. • •••• • •• • • • • • •• •• • •• ••• • • • • • • • • • • • • • • • • •• • • • • • • • . • •• • • • ••• • • • • • •• • PCS Glass Color laminated glass description solar heat gaining coefficient u -factor Visible Transmittance single hung GRAY/SB60 1/8" - 0.09 lam - 1/8" 0.31 1.05 0.40 french door GRAY/SB60 1/8" - 0.09 lam - 1/8" 0.31 1.03 0.32 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 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be "valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perforin in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miatni-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "1650 (XOX)" Aluminum Horizontal Sliding Window — L.M.I. •••••• APPROVAL DOCUMENT: Drawing No. 11R08-02, titled "Series 1650 Aluminum HIorizontalVal% Window (XOX) Impact Resistant Glass", sheets 1 through 6 of 6, dated 07/21/08, 14414,@vision #jrted 03/09/12, prepared by manufacturer, signed and sealed by Francisco Hernandez, PX.,.tteacing the Miami- . Dade County Product Control Renewal stamp with the Notice of Acceptance numbe» sad expira4ion ciate by • the Miami-Dade County Product Control Section. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy MISSILE IMPACT RATING: Large and Small Missile Impact Resistant .. . . . . . . .•• •• •• . LABELING: Each unit shall bear a permanent label with the manufacturer's i4a 1e.or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved:", un1 s•Qttrgrwise* noted herein. • RENEWAL of this NOA shall be considered after a renewal application has been filed and t1 p:l 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 renews NOA # 12-0320.01 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI DADS COUNTY APPROVED NOA No. 13-0416.13 Expiration Date: August 19, 2018 Approval Date: July 04, 2013 Page 1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No HR08-02, titled "Series 1650 Aluminum Horizontal Sliding Window (XOX) Impact Resistant Glass" Sheets 1 through 6 of 6, dated 07/21/08, with revision #1 dated 03/09/12, prepared by manufacturer, signed and sealed by Frank Hernandez, P.E. (Submitted under previous NDA#12-0320.01) B. TESTS 1. Test reports on: 1) Air Infiltration Test, per TAS 202-94 2) Uniform Static Air Pressure Test, Loading per TAS 202-94 3) Water Resistance Test, per TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94, (#6 aggregate gravel) 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window with .34" laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5352, dated 12/07/07, signed and i4ecl by Carlos Rionda, P.E. •. •• . •••••• • (Submitted under NOA#07-0810.06) • • • •••• . •••• . . . . C. CALCULATIONS •••• •• • • 1. Anchor verification calculations and structural analysis, complytngwith FBC-'2004, . • dated 07/15/08, prepared, signed and sealed by Francisco Hern'ah'd'e'z� P.E. . (Submitted under NOA#08-0820.12) . 2. Glazing complies with ASTM E1300-04 ••• • D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) . . . . • .. . . • ... . • . •• . .•• E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. E-1 Mann CI Pere%P.4 Product Control EKaminsr NOA No. 13441613 Expiration Date: August 19, 2018 Approval Date: July 04, 2013 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated March 12, 2012, signed and sealed by Francisco Hernandez, P.E. 2. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated March 12, 2012, signed and sealed by Francisco Hernandez, P.E. (Submitted under previous NOA#12-0320.01) G. OTHER 1. Notice of Acceptance No. 12-0320.01, issued to Sunshine Windows Manufacturing, Inc. for their Series "1650 (OXO)" Aluminum Horizontal Sliding Window — L.M.I., approved on 05/17/12 and expiring on 08/19/13. .... • • • .• • .. . .... • . • .... . • .... .. . • • . • ....• . • .. .. . . . . . • ..• .. ... . . • • . . • . • • •. . . • . .. . .... . • . . • • Manu ' ere .E. Product Control Exlimine NOA No. 13-0 Expiration Date: August 19, 2018 Approval Date: July 04, 2013 E-2 TYPICAL ELEVATION (XOX) 25/50/25 TYPICAL ELEVATION (XOX) 33/33/33 O13NSRAL NCTBS% 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 20.10 FBC. 2.- XOX CONE 0Uj3ATf0N' APPLIES TO 215X -609--2091-p 0PORRTIONS' FOR ALL.DIMENSIQNS ON CHART. XOX CONRF0.URATION APPLIES TO :33%-33%-3% PROPORTIONS (=oR WIDTH DIMENSIONS UP TO 84". 3,- 1) , SHU)1'tRS IZE NOf BEQUIIRED, 4.- FOR NUMIQER' OF. ANCHOR FOR UNIT SIZE! REFER TO. DESIGN .PRESSURES CHART. B.- yyry.9 AiTT jM�te TAN, 90N OR SOR (R14 ITS IO 1, �S•YANUO5E� 1 ; DIAM.... �U�4pT G��N .QNY�ELCO F 70Rf1 A'I 5410 T I��O tl o.. 4 !Pi. STRE 9R 5 l". 4 ' M" U4Y�t/ & I ELA OCf. WITH 1 7,,2 . N. BLRM . O W00D 1 "MI., c. .. tS1 T NNCg FOR AT1' QHM . I META US 1/4" DIAN, GRADE 6 SHEET M AL SCREWS WITH 1" M1IN, Spot OISTANc , 6.- CONCRETE STRENGTH f'a-3,200 al MIN., CMU PER ASTM 0901 FILLED CMU fm -2,000 p61 MIN. 7.- USE NON SHRINK NON METALLIC GROUT 3 KSI MIN. AS REQUIRED. 8.- WOOD HOST STRUCTURE SHALL B "SOUTHERN YELLOW PINE" 04 0.55 OR GREATER DENSITY. 9.- THE THICKNESS OF THE STEEL/A6UMINUM HOST STRUOTURE SHALL BE NO LESS THAN 1/8", ALUMINUM SHALL BE 8083-T6; STEEL SHALL BE Fy- 38 KSI MIN. 10.- WOOD BUCKS (DY OTHERS) SHAL BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND SHALL E APPROVEDBY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION, 11.- ALUMINUM IN CONTACT WITH DIS NEAR MATERIALS SHALL BE PROTECTED (BY OTHERS) AS SPECIFIED IN SECTION 2003, (4 OF THE 2010 FBC. I •• ••• • • • • 1 •• °LASE;j�44 •Uv�yQ+1, [[�� • OF 0.125" HE4 S�Et4iiT NE G S•jUWITH is 0.090" INTERLAYER /NM DUPONT BUTACITE RUB, EN•TME TWO LITES OF GLASS. LAMINATED BY TECNO0tASS. • • IMPACT RESISTANT WINDOWS : • : : : �.' •• • • • • • •• • • • •' ••• • • • • • • •• ••• • • • • • • • PRODUCT RIOVISED 01 complying with gm Florida Dulldfng Code Acceplaeo4N, /'-09' ,0/ dImlfonJato 40.lVus Ot8 • 13 RODUCT RENE1Veb, - coniplyin8 it llb the Hortdt guiding Cale acceptance No f Enplrnllon Date .2117.1lG'LO/8 i odeP .uctC-oa Sunshine Nindows Msnu(oc udng, Inc, 1746 W. Jird Pl0l• Moiwh, Florldo 33012 PM (308)304-6062 Fo81(308)828-8110 9 -12 -ax. FRANCISCO:HERNANDEZ FL'ORJDA'•'94 # 91393 ORAWINO No, HSO8-O2 DATE: 01-21-05 SCALE, 112'-1" SHEET 1 OF 8 • • • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• • • • • ••• • • DESIQN 'I4 B CHART- PSF �+T 54dsp 33f(1 - 'ALU[rt(NU1Mit t4Z4b `IO WINDOW (XOX) I111'A1'I' R39iSTANT GLASS wi�ldcaly D1MRHSI. A! $ tI)IE HURRI4ANBPR018C1YON ISNO1IU3QUIREID ivoT,i HeoH! k 810 I. rot, cl(T6ldop (4) 0428102 (-) 74' 1061/4' 28' 3 8:g190 60,00 13. 8q.00 co.00 qv. 144 . 60. °. 84 ;0511, 744 . 332 3/6•4.3 9.. 4 40,0.0 . 10;00 -rltbt/ Q�00:.. :e4t ' 111' 14 66,hQ^ .80 01 . 74i9 ,A;CQQ ,. ' -...54i . 1. i0a` :1/4`' 1"2 5 60'G ` ic),p:. jt1• 14 (46 74. 9 -'OQ 4:1., ,8,0`0¢ 14,1%4' a3' 13 8 .8li;(1). . 5.8,. 111• 14 adpp ,5#411,o MODULAR SEMS ' o O V -+.1:41#114;1;141-41.4't .k 9 3 ,. O6 00,., . .. ,R9i0.0 11 040 80.00 24• 12 60,00 8040 13 89.00 80.00 9 80'40 80:00 11 80;00 60.00 sr 12 4 8Q;Q0 60.00 13 86,09 80:00 M 9 60;00 60.00 118 84,94 80.00 12 80,00 60.00 13- 60P 60.00 2 0 9 8 80100 80.00 11 80.00 80.00 12 80.00 80.00 13 56.40 88.40 TYPICAL ELEVATION (XOX) 25/50/25 TYPICAL ELEVATION (XOX) 33/33/33 O13NSRAL NCTBS% 1.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 20.10 FBC. 2.- XOX CONE 0Uj3ATf0N' APPLIES TO 215X -609--2091-p 0PORRTIONS' FOR ALL.DIMENSIQNS ON CHART. XOX CONRF0.URATION APPLIES TO :33%-33%-3% PROPORTIONS (=oR WIDTH DIMENSIONS UP TO 84". 3,- 1) , SHU)1'tRS IZE NOf BEQUIIRED, 4.- FOR NUMIQER' OF. ANCHOR FOR UNIT SIZE! REFER TO. DESIGN .PRESSURES CHART. B.- yyry.9 AiTT jM�te TAN, 90N OR SOR (R14 ITS IO 1, �S•YANUO5E� 1 ; DIAM.... �U�4pT G��N .QNY�ELCO F 70Rf1 A'I 5410 T I��O tl o.. 4 !Pi. STRE 9R 5 l". 4 ' M" U4Y�t/ & I ELA OCf. WITH 1 7,,2 . N. BLRM . O W00D 1 "MI., c. .. tS1 T NNCg FOR AT1' QHM . I META US 1/4" DIAN, GRADE 6 SHEET M AL SCREWS WITH 1" M1IN, Spot OISTANc , 6.- CONCRETE STRENGTH f'a-3,200 al MIN., CMU PER ASTM 0901 FILLED CMU fm -2,000 p61 MIN. 7.- USE NON SHRINK NON METALLIC GROUT 3 KSI MIN. AS REQUIRED. 8.- WOOD HOST STRUCTURE SHALL B "SOUTHERN YELLOW PINE" 04 0.55 OR GREATER DENSITY. 9.- THE THICKNESS OF THE STEEL/A6UMINUM HOST STRUOTURE SHALL BE NO LESS THAN 1/8", ALUMINUM SHALL BE 8083-T6; STEEL SHALL BE Fy- 38 KSI MIN. 10.- WOOD BUCKS (DY OTHERS) SHAL BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND SHALL E APPROVEDBY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION, 11.- ALUMINUM IN CONTACT WITH DIS NEAR MATERIALS SHALL BE PROTECTED (BY OTHERS) AS SPECIFIED IN SECTION 2003, (4 OF THE 2010 FBC. I •• ••• • • • • 1 •• °LASE;j�44 •Uv�yQ+1, [[�� • OF 0.125" HE4 S�Et4iiT NE G S•jUWITH is 0.090" INTERLAYER /NM DUPONT BUTACITE RUB, EN•TME TWO LITES OF GLASS. LAMINATED BY TECNO0tASS. • • IMPACT RESISTANT WINDOWS : • : : : �.' •• • • • • • •• • • • •' ••• • • • • • • •• ••• • • • • • • • PRODUCT RIOVISED 01 complying with gm Florida Dulldfng Code Acceplaeo4N, /'-09' ,0/ dImlfonJato 40.lVus Ot8 • 13 RODUCT RENE1Veb, - coniplyin8 it llb the Hortdt guiding Cale acceptance No f Enplrnllon Date .2117.1lG'LO/8 i odeP .uctC-oa Sunshine Nindows Msnu(oc udng, Inc, 1746 W. Jird Pl0l• Moiwh, Florldo 33012 PM (308)304-6062 Fo81(308)828-8110 9 -12 -ax. FRANCISCO:HERNANDEZ FL'ORJDA'•'94 # 91393 ORAWINO No, HSO8-O2 DATE: 01-21-05 SCALE, 112'-1" SHEET 1 OF 8 • • • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• • • • • ••• • • 2 1/2" MIN. 2 1/2" MIN. `— �BNiR•e..`,�r�l� J►7aI ISI ii 11 1 pig/ALAI ATTACHMENT Tb MASONRY 1/4" ULTRACON 1 1/4" MIN. EMBEDMENT INTO MASONRY THROUGH 1 BY WOOD BUCK. FOR MAX, ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURES CHART ON SHEET 1 OF 6), TYPICAL FOR HEAO. 1 BY WOOD BUCK BY OTHERS. MUST BE PROPERLY ATTACHED TO TRANSFER OIAZINO 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 F ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURES CHART ON SHEET 1 OF 6). TYPICAL HEAD. DET ILA3 ATTACHMENT TO METAL STRUTTERS (STEEL OR ALUM. 1/6" MIN. THICKNESS) 1". MIN.' r JO MIN, 1/4" ULTRACON 1 1/2" MIN. PENETRATION INFO WOOD. POR MAX. ANCHOR SPACING AND NUMBER OP ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURES CHART ON SHEETS 1 OF 6). TYPICAL FOR HEAD. SAI Hu1IMi DETAIL A2 ATTACHMENT TO WOOD 2 BY WOOD BUCK BY OTHERS. MUST., SE PRQPE1�R1LY ATTACHED TO TRANTO TRE $TRUU QR smut LOADS BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. 1/4" SMS THROUGH METAL. (FOR MAX. ANCHORSPpACIND ANQQ NUMBER OF ANCHOR$ REFeit TO.:ELEVM)ON$.AND DESIGN PErSSVRte CHART ON 'SHEET 1 OF 6). TYPICAL FOR HEAD. MIAMI-DCOUNTY APROVEO -MULUON, (UNDER SEPARATE APPROVAL) ==— it I �_ =—.J F=111,w 11 • • • • • • • • • u. fII ••• : 'AE. X • •• ••• • • AthCI VIErrT' MULLION • ••• • ••• • • TYPICAL; YEAH • SECTIONS • • • • • • • •• • • • • • • • • • • • • • • RODUCT RP.NEW 6b as compT)j ITh the Flora Bolding Code Act affiance No / -0 Ea ,kaftan Dale By Mian Prddn $Co, w. r3 Sunshine Windows Manufacturing, Inc, 1746 W. Mrd Plan l0dseh, NANA 32012 PIM (306)364-0002 Fox,(306)628"6116 PRODUCT REVISED m oomplYing with UsPIWIda Bulldlhg @d• Aicc•ptaaoa-N• / -03 0.1 Exp rayon Dab:1/Lr/ Lr/W4;4,/c; I 3-1 Z-12. FRANCISCO;NERNANDEZ FLORIDA, F{E # 6lp3 �.rn6i:es. DRAWING No. HR08-02 DATE: 07-21-0e SCALE; 1/2"-1" SHEET 2 OF 6 ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• • ••• • • • ••• • 3/4" MAX. NON -SHRINK GROUT OR 1" BY' WOOD BUCK (1/4" ULTRACON 1 1/4" MIN. EMBEDMENT 11170 MASONRY MAX. SPACING ER OF REFER ELEVATTIIONS R AND OES ON PRESSURES CHART ON SHEET 1 OF 8). TYPICAL FOR SILL ONLY. RETAIL B1 ATTACHMENT TO PRE -CAST SILL MIN. DETAIL B3 1/4' SMS THROUGH METAL. (FOR MAX, ANCHOR SPACING AND NUMBER •MIN► • • • OF ANCHORS REFER TO ELEVATIONS AND • • • • DESIGN PRESSURES CHART ON SHEET 1 OF 6).• • •-• TYPICAL FOR SILL. • • • • • DETAIL 04 1/4' ULTRACON 1 1/4" M N. EMBEDMENT INTO MASONRY THROUGH 1' BY WOOD BUCK OR NON -SHRINK NON-METAI.UC OROUT (FOR MAX. ANCHOR SPACING AND NUMBER OF. A�lN�N HQRpOg REFER TO ELEVATIONS AND Cal PRL'S8(RES CHART ON SHEET 1 OF 8). TYPICAL FOR SILL ONLY. ATTACHMENT TO MASONRY r- 1 If ATTACHMENT TO METAL STRUCTURE (STEEL 0R ALUM. 1/8" MIN. THICKNESS) • • • • • • DETAIL BS • ATTACHMENTTOMULLION (STEEL OR ALUM. 1/8" 1.41N. THICKNESS) • ••• • ••• • • • • •• • • • • • TYPICAL' g'LL ECTIC1NS• • • • • • • II MIAMI-DADE COUNTY APROVED —MULUON. (UNDER SEPARATE APPROVAL) 1/4" SMS U0H METAL. PI L�HO SPACING AND NUMBER H S EFTOTO ELEVATIONS AND F�4 RL8 trHART ON SHEET 1 OF 8). R EL. • • • • •• • •• • • • • ••• • • • • • • • • 2 SY W000 BUCK BY OTHERS. MUST BE PROPERLY ATTACHED TO TRANSFER BLAZINQ SYSTEM LOADS TO THE STRUCTURE. SHALL BE APPROVED BY SUILOING CIAL PRIOR TO WINDOW INSTALLATION. MIN. 1/4" ULTRACON 1 1/2" MIN. PENETRATION INTO WOOD. (FOR MAK, ANCHOR SPACING AND NUMBER or AHORORB'[�EFER TO ELEVATIONS AND D.ESIOQN PRESSURES CHART ON SHEET 1 OF 6). TYP(0AL FOR SILL. DETAIL 132 ATTACHMENT TO WOOD 41000CT RENEW& es complying with the FioriOt 9olding Code 4ccrptonce Noee �9�' • F.o Iret1on Dett/IL's// By Mom ode Product Cent 6 /8 Sunshine Windows hionufac lying, Inc. 1746 W. 33rd Plaee MOO, Ronde 13012 P0, (306Ne4-6062 Foxl(306)626-6118 PRODUCE REVISED no complying. with the FIOMa Dulldio8COM Acceptance No Seplmlion DIN 3-12•l:Z FRANCISCO. HIRNANDE2 FLORIDA,.„FEi t8d•3O3 DRAWING No. HR08-02 DATE; 07-21-08 SCALE; 1/2".1" SHEET 3 OF 6 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4" MAX. SHIM SP¢CE DETAIL EI ATTACHMENT TO MASONRY r I 1/4' TAPCONS 1 1/4' MIN. EMBEOMENT INTO MASONRY THROUGH 1' BY WOOD BUCK 0R NON SHRINK NON METALLIC. OROUT (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURES CHART ON SHEET 1 OF 8). TYPICAL FOR JAMBS. 1/4" SMS THROUGH METAL. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURES CHART ON SHEET 1 OF 8). TYPIOAL FOR JAMBS. L---MIAMI -DADE COUNTY APROVED MULLION. (UNDER SEPARATE APPROVAL) DETAIL E4 ATTACHMENT TO MULLIONS DETAIL 2 8Y W QQ BUCK BY OTHERS. MUT RINOR RI..Y ATTACHED TO TRANS O SYSTEM LOADS S TO "0"1� 44l BE AP PROVED SY QIALP 10R To WIND ON, •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• i//4' LION 1 1/2" MIN. PENETRATION INTO WOOD. ((PpR s. ANCHOR SPACING A140 NUMBER OP ANskoS'AE. TO ELEVATIONS AND OESION9Rj§$UR CHART ON SHEET 1 OF 8). TYAICAL FON JAMBS. !MAIL E2 ATTACIBUNT TO WOOD 1/4' MAX. SHIM SPACE • ••• • ••• • • • • • • • • • •• TYPICAL JAM): $G S7VNS •• • • • • • • ••• • • • • • • • ••• • • • • • 1/4" SMS THROUGH METAL. (FOR MAX. ANCHOR SPACING AND NUMBER F ANCHORS REFER TO ELEVATIONS AND DESIGN PRESSURES CHARS ON SHEET 1 OF 8). j TYPICAL FOR JAMBS. DETAIL E3 ATTACHMENT TO METAL STRUCTURE (STEEL OR ALUM. 1/8" MIN. THICKNESS) i10DUCT RENEWED nx complying w11h the Florldt �ivlAlnl; Code Ai rt ptxnce No E Irnlion Dele 11 h1(un 4, / ade Ptddua Coal SunsI ne Windows Manufactunng, Inc. 1748 W. 33rd Pfau Weep, Rafdo 33012 PhI (308)384-11882 Foxt(308)828-8118 PRODUCT RBVISBD as oomplylna with the Plaids Bulidibg Code Acceptanoo Na / •mull Expiration Data --- !'111111 -.1p..1 FRANCISO.. }IERNANDEZ FLORIDA 1,,B1#• 11393 nn„ DRAWING No. HR08-02 DATE: 07-21-08 SCALE: 1/2"-1" SHEET 4 OF 8 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • o 0 0 0 Air 11111111 : x.3/4` % 3/8 STEE4 RAR 00 00 WINDOW WIOTH HORIZONTAL SECTION (XOX) 0 (2) 2' WEEP HOLES VERTICAL SECTION WITH SILL RISER • • • • • • • • • • •. • • • • • • • •! •• •• ••• •• • • •. •• • ••• • ••• • • • • • • • • • • • •• • • • • • •• • • • • ••• • • • • • • • • ••• • • • • • • • RODUCT RENEWED er complying whh the Floriet 9ulding Code 6ecepimnv No / Csplrotlon Dale li .e Pruducl Co Sunshine Windows Monufoctwing, Inc. 1745 W. 33r4 Pae* 19eheh. Wee 33012 Ph: (306)364-0262 Poet(306)628-6118 2 N PRODUCT REVISED n comptying WlthiM Alalia Eulid•g Codo Maputo* N• 2.0910.01 O,l . Ion Date : ►LiR'i•L3 3— tr-tL FRANCISCO. )IERNAND€Z FLO?)DAt.PJ 2 DRAWING No. HR08-02 DATE: 07-21-08 SCALE: 1/2'"'1' SHEET 6 OF 0 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MATERIAL LIST 11844. PART. READ. DESCRIPTION MATERIAL 1 SW -019 1 FRAME HEAD 6063-18 2 SW -019 1 FRAME SILL 6063-T6 3 SWxxx21 1 INSERT TRACK 6063-T6 4 6sw-10t AS RQO IMPACT GLAZING BEAD 6083-T8 8 SW -012 2/VENT SLIDER TOP/BOTTOM RAIL. 6063-76 8 SW3019 AS RQ0 TIN SEAL PILE FELT 7 SW1620 AS RO0 CIAZWO TAPE FOAM 8 SW321W 2/VENT WHEEL BRASS 0 SW -017 1/VENT MOVING MEETNO RAIL 6053-T6 10 SW40111 2 FIXED MEETLHO RAIL 8063-76 11 SW -AS AS RQD ASSENOLY SOROS A 8X1' PH PHILUP CRS 12 SW -013 2 JAMB 6063-T6 13 SW -018 1/VENT 1,109IN0.$94 RAID. 6083-76 14 SW3257 AS ROD . WkATH&Ii .$$FLAP BULB VINYL 1a SW -607 A9 RQ0 LATCH ZINO le SW -S10 2/SILL RETICULATED FILTER FOAM 17 - AS RDD SIUOONE DOW CORNING 899 • 18 SW4077- 1 SILL RISER 8063-78 1, GLAZING DETAIL 0.000' pupONT-BUjACITE PVB t/6' HEAT 1/8" HEAT STRENGTHENED . STRENGTHENED ■I��I 3/8'OLASS SITE (TLPICAL) •• • • SILICONE DOW CORNINO aol • •• ••• ---O..+104 0.306 11_ 40 2} i 50 ..L 0.812 I n leo �I I. MOVING l 7e 1.625 1,1 0.612 MEETINO —0 T8 0.050' '— . RAIL IMPACT 01A2I110 DEAD SSW -101 6063 -TO FIXED MEETING RAIL SW -4011106 6063-16 -I. 0100 0.810- SODER TOP sW-012 6063-08 0.612 0 1_0 W AND BOTTOM RAIL. 1'000 1.675 MOVING _ 1.000 S1DE SW -016 8083-76 RAIL 780 INSERT TRACK SWC -00X21 9083-18 1,f30. 'fi 'T , 0.075 1. 09 SILL 881-40771 6063-T5 3. RISER 62 2.750 FHL . 1.780 0_L 2.077 -H FRAME JAMB SW -013 8063-18 FRAME HEAD MD SU. SW -019/13W-44267 6093-76 I • • • • •' • • ••• • ••• • • • • • • • • • •• ••• • •. • •• • •• • • •. •• ;-)RODULTRENEWtj9 4.06mplying van. tie:L0181 Bolding Code Accephnn N. • • • • •! •E ration Mu • • • i • ti• • • • ••• • It • • • • •. • • • • • • • • • • • - • • M 1. • Q7',i14(//J • Pt891iA� 8 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd PI00. MNoo., Fiodde 33012 Mu (300)364-0902 Fox,(30e)828-6118 2 A PRODUCTRBVI81D . oomplyingwith thoPlotid6 Bulldog Code Acceptmon."l Ed • miionD.l..10,S11WM' d V/ 13y MIO Dago Product •J-IZrttd+ FRANC .CO:HERNANDEZ FLOFjf t..P,E\ 9 i. 93 2 DRAWING No. HR08--02 OMS: 07-21-08 SCALE: 1/2".1" SHEET 5 OF 6 ••• • $ • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 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 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER— Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miatni—Dade County) and/ or the AHJ (in areas other than Miami—Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "2001" 8'-0" Outswing Aluminum French Door — L.M.I. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 w\% miamidade.eov/eeonomv APPROVAL DOCUMENT: Drawing No. FD01-13, titled "Series 2001 Aluminrm pe.nch Dovrc••fmpact Resistant Glass, sheets 01 through 08 of 08, dated 04/02/08, with the latest revision d'Ited04/19/14: repared by manufacturer, signed and sealed by Francisco Hernandez, P. E., bearing the Miatrfr"- Jtde CAW Product Control Section Renewal stamp with the Notice of Acceptance number and Expirafa:cdate 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 nam* or logo,'dity, state, series, and following statement: "Miami—Dade County Product Control Approved?, Ass othgtwisp noted herein. REVISION of this NOA shall be considered after a renewal application has beenfdediand five in 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 manufactureof 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 and renews NOA No. 13-0416.16 and consists of this page 1 and evidence pages E-1 and E-2, and Green Sustainable Attributes (GSA) page G-1 as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MANMADE COUNTY APPROVED NOA No. 14-0109.06 Expiration Date: May 08, 2018 Approval Date: May 08, 2014 Page 1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. FD01-13, titled "Series 2001 Aluminum French Door - Impact Resistant Glass, sheets 01 through 08 of 08, dated 04/02/08, with the latest revision dated 04/19/14, prepared by manufacturer, signed and sealed by Francisco Hernandez, P. E. B. TESTS 1. Test report on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Side -Hinged Door Systems, per FBC, chapter 2411 3.2.1, TAS 202-94 and per AAMA 1304-02 along with marked -up drawings and installation diagram of an Aluminum swinging Glass Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No, FTL-7262, dated 05/15/13, signed and sealed by Marlin D. Brinson, P. E. 2. Test report 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 ?01,94 •• •••• • 5) Cyclic Wind Pressure Loading per FBC, TAS 2(73-94 : • • • 6) Forced Entry Test, Side -Hinged Door Syssgias .per AT:chapter. 2411 3.2.1, TAS 202-94 and per AAMA 131k1-402 .. along with marked -up drawings and installation diagram of a.AIuminu;n swingi n ng• •: • • • Glass Door, prepared by Fenestration Testing Laboratory, ¶fiv,• fest Regft No. FTL-3399, dated 08/16/02, signed and sealed by Joseph C. Cha; a 1 E. •' • • • • (Submitted under previous NOA No. 02 1104.03) •• •• •. • C. CALCULATIONS • . • . • .. .. • ..•. • . .. 1. Anchor verification calculations and structural analysis, complyingwith the Florida Building Code, prepared, dated 10/15/13, signed and sealed by Francisco Hernandez, P. E. 2. Glazing complies with ASTM E1300-98/04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Jaime. D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-0109.06 Expiration Date: May 08, 2018 Approval Date: May 08, 2014 E-1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 03/28/13, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance and complying with FBC-2010 and with AAMAJ WDMAJ CSA 101/ I.S. 2/ A440, issued, dated 12/05/13, signed and sealed by Francisco Hernandez, P. E. 2. Statement letter of no financial interest and independence, issued, dated 12/05/13, signed and sealed by Francisco Hernandez, P. E. 3. Laboratory compliance letter prepared by Fenestration Testing Laboratory, Inc., for Test Report FTI. -7262, dated 05/15/13, signed & sealed by Marlin D. Brinson, P. E. 4. Laboratory addendum letter prepared by Fenestration Testing Laboratory, Inc., for Test Report No. FTL-3399, dated 04/24/03, signed and sealed Joseph C. Chan, P. E. (Submitted under previous NOA No. 02-1104.03) 5. Laboratory compliance letter prepared by Fenestration Testing Laboratory, Inc., for Test Report No. FTL-3399, dated 08/16/02, signed and sealed Joseph C. Chan,.P. E. (Submitted under previous NOA No. 02-1104.03) • • • • • • • .... G. OTHERS 1. Notice of Acceptance No. 13-0416.16, issued to Sunshine WindomManufactw• ing, . Inc. for their Series "2001 French" 8—Ft. Outswing Aluminum Naaed Doo; approved on 05/09/13 and expiring on 05/08/14. • • •••••• 2. NFRC U Factor, SHGC, VT & Condensation Resistance • computer Simulation Report on: DDFR "Test Procedure for Measuring the Stead/ State Thermal. Transmittance of Fenestration Systems" of the series 2001 Aluminum glazed otitswing• French door at all members, along with attached Description 1 b1e•Abbrpvicttipns irr Appendix, submittal Form and Drawings, marked—up by Fenestration resting Laboratory, Inc., Simulation Report No. FTL-7625, pages 01 to 05 of 05, including Miami—Dade County NOA No. 12-0209.05 approval drawings, sheets 01 to 07 of 07, dated 12/03/13 and signed by Jose Sanchez, NFRC Certified Simulator—In— Responsible—Charge (CSIRC). Jaime D. Gascon,: E. Product Control Section Supervisor NOA No. 14-0109.06 Expiration Date: May 08, 2018 Approval Date: May 08, 2014 E-2 . . . . • .• • Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I. GREEN SUSTAINABLE ATTRIBUTES (GSA) SCOPE: This document is solely for the purpose of verification of Sustainable Attributes of construction materials. The documentation submitted has been reviewed by Miami -Dade County, Departtnent of Regulatory and Economic Resources (RER), Product Control Section (PCS). - - ll� C O t . E IA . ` 1[ i�lll`i 't�11i AT-11,tT/ i3 i q ` x ' ?,',, ••• �' :1? _� G CTOI ( o Alts ) PVB Poly Vinyl Interlayer 4� z r GAIN C0ET?FIcIENT) BTU� )f )�2R T _._ ID No. Simulation Report No.: Product Description Glazing Components: SB60 G.8: U -Value G.9: SHGC 01-00 FTL-7625 DDFR 3/16 Clear 1.07 0.57 01-01 3/16 Solar Bronze 1.07 0.46 01-02 3/16 Solar Gray 1.07 0.43 01-03 3/16 Solex 1.07 0.45 01-04 1/4 Clear 1.07 0.56 01-05 1/4 Solar Bronze 1.07 0.44 01-06 1/4 Solar Gray 1.07 0.41 01-07 1/4 Solex 1.07 0.43 02-00 1/8 clr./ 0.090 Saflex IIIG/ 1/8c1r. 1.03 0.51 02-01 1/8 clr./ 0.090 Saflex IIIG/ 1/8 bronze 1.03 0.45 02-02 1/8 bronze/ 0.090 Saflex IIIG/ 1/8 bronze 1.03 0.40 02-03 1/8 clr./ 0.090 Saflex IIIG/ 1/8 gray 1.03 0.43 02-041/8 gray/ 0.090 Saflex IIIG/ 1/8 gray 1.06. •0.37 03-00 • 1/8-SB60/ 0.090 PVB 1/8 clr. • • • • : . 1.03 • _•.0.32 . 04-00 1/8 Solar gray/ 0.090 PVB 1/8-SB60 1.[)•; • 0.31 . 05-00 1/8 Solar gray/ 0.090 PVB l/8-SB7OX1. ' 1.03 . 0.27 . •••• • • •••• •. Lezend ••• Abbreviations: Description: • • . PVB Poly Vinyl Interlayer • •• • Saflex IIIG Clear Saflex Interlayer • clr. Clear glass • SB60 PPG Solarban 60 or 70 @ #2 Surface Typical " SB70XL PPG Solarban 60 or 70 @ #2 Surface Typical G-1 • •• • • • • • •• •• • • • • •• • • •• • • • •• • • • • • • •• • • • • ••• • • • •• • • • Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-0109.06 Expiration Date: May 08, 2018 Approval Date: May 08, 2014 5" 12" MAX. 10 i0 MAX. x J c 5" 12" MAX. 37" MAX, DOOR FRAME WIDTH MAX. 5"I 12" MAX. SEE INTERLOCK CLUSTER DETAILS ON SHEET 2 OF 8 e I, T ia EMEIMMIPL11,00.i / 25 7/8'/ 1JIMI MAX. DOOR WIDTH 1 MAX, D.L.O. W DTH /% STRIKE PLATES ^ (NOMINAL) 86 3/8' IM D.LO. HpGIHT / I � \\ 0\\\ o \ID .ffikriMMEll __ 77.13 I 5" MAX. ELEVATIONS INDEX OF DRAWINGS 1 OF 8 : DOOR ELEVATIONS, DESIGN PRESSURES CHART, GENERAL NOTES AND INDEX OF DRAWINGS. 2 OF 8 : INTERLOCK CLUSTERS DETAILS 3 OF 8 : TYPICAL HEAD SECTIONS. 4 OF 8 TYPICAL JAMB SECTIONS. 5 OF 8 TYPICAL SILL SECTIONS. 6 OF 8 : HORIZONTAL SECTIONS & INSTALLATION NOTES. 7 OF 8 : VERTICAL SECTIONS & MATERIAL UST. 8 OF 8 : CORNER DETAILS. 12" MAX. ON SECLUSTER DETAILS 72" MAX. DOOR FRAME WIDTH DESIGN PRESSURES DOOR LEAF DESIGN PRESSURE (PSF) MAX. DOOR WIDTH FRAME HEIGHT (NOMINAL) EXT. (+) INT. (—) 3'-0" 77.13 77.13 8'-0" 2'-6" • 80.00 89.13 • • 4 i0',� • �GAO...•.•90.gpj j �- •• 2'-a" ' : o4 • ; 90'p00 • • • • • • • • • IL. • • — FOR DOOR LEAF•UNDEfi 3'•0 ,SEE.NualE 11. • •• ••• •• • • • •• FLUSH BOLTS: • 01 03 Of GENERAL NOTES: 1.— THIS PRODUCT MEETS THE REQUIREMENTS OF 2010 FBC. 2. SHUTTERS ARE NOT REQUIRED. 3.— REFERENCE TEST REPORT FTL — 7262 DATED ON 4/15/2013. 4. FOR INSTALLATION REFER TO INSTALLATION NOTES ON SHEET 6 OF 8. SEE CLUSTERS DETAILS ON SHEET 2 OF 8 AND ALSO TYPICAL DETAILS ON SHEETS 3, 4 AND 5 OF 8. WOOD BUCKS (BY OTHERS) SHALL BE PROPERLY ATTACHED TO SUSTAIN AND TRANSFER LOADS IMPOSED BY GLAZING SYSTEM TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION. WOOD HOST STRUCTURE SHALL BE SOUTHERN YELLOW PINE G — 0.55 OF GREATER DENSITY. CONCRETE / MASONRY STRUCTURE FOR DOOR ATTACHMENT SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: — CONCRETE STRENGTH fc'28 — 3000 PSI MIN. — CMU AS PER ASTM C90.—NORMAL WEIGHT WITH A MINIMUM COMPRESSIVE STRENGTH OF CONCRETE MASONRY UNIT OF 1900 PSI. — FILLED CMU fm' = 2000 PSI MIN. THE THICKNESS OF THE ALUMINUM HOST STRUCTURE SHALL BE NO LESS THAN 1/8". ALUMINUM SHALL BE 8063—T6. ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED (BY OTHERS) AS SPECIFIED IN SECTION 2003.8.4 OF THE FBC. 10.— STEEL HOST STRUCTURE SHALL BE NOT LESS THAN 18 GAUGE IN THICKNESS WITH Fy = 36 KSI MIN. 11.— DOORS REQUIRING FULL USER PASSAGE SHALL COMPLY WITH EGRESS REQUIREMENTS PER 2010 FLORIDA BUILDING CODE, SECTION 1008.1.1 402.2.3(MEANS OF EGRESS) N (CLEAR WIDTH AND D OMANEUVERI M12 FLORIDA ANEUVERING SSIBILITY CODE, SECTION CLEARANCES). 12.— COLONIAL MUNTINS CAN BE APPLIED, 13.— SEE FRAME CORNERS AND PANEL CORNERS DETAILS ON SHEET 8 OF 8. 14.— USE NON—SHRINK, NON—METALLIC HYDRAULIC CEMENT GROUT PER ASTM C1107/C1107M STANDARD SPECIFICATION FOR PACKAGED DRY. PRODUCT RENBWRD 1.— TOTAI. OF a A AT ACTI'4E LEVE l�JD 2 INACTIVE, m come%ht8 tib the P1oriJ: LEAS At HEAS AND AT•SIL OF Boi1J1i'80od` • 11111111 • • • • • )• • • �Accz nwtceT4, 2.— ALL ODOR FLUSH COLTS, SHAIL BE G 1GACED•IN • • "' at ORDER •TO AOMEVE TH[ DISION PRESSURES SHOWN • , Y _ ON •TAL• CHART ABOVE. • • • • Miami bade Product Cana °l 86 FRANCISCO HERNAND FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Moloch. Florida 33012 Ph: (305)354-9952 Fo":(305)828-5118 i DRAWING No. FD01-13 DATE: 05/18/2013 SCALE: N.T.S. SHEET 1 OF 8 ••• • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • • • • • • • •• •• ( DOUBLE DOOR CENTER UNE 4 — 1/4" 0 ULTRACONS WITH 1 1/4" MIN. EMBEDMENT INTO CONCRETE. " 4" 4" 4" CLUSTER DETAIL FOR ATTACHMENT TO CONCRETE WITH OR W/O WOOD BUCKS AT FRAME HEAD AND FRAME SILL DOUBLE DOOR CENTER UNE 4" 4" 4" 4" 4 — 5/16" 0 ULTRACONS WITH 1 1/2" MIN. EMBEDMENT INTO WOOD. CLUSTER DETAIL FOR ATTACHMENT TO WOOD AT FRAME HEAD AND FRAME SILL (-DOUBLE DOOR CENTER LINE 4" 4" 4" 4" 4 — 1 /4"0 KWIK—FLEX SELF DRILLING SCREWS THROUGH METAL WITH MIN. 3 THREADS BEYOND THE SUBSTRATE. CLUSTER DETAIL FOR ATTACHMENT TO METAL AT FRAME HEAD AND FRAME SILL IN'ICERL OtK CLUS.TFJS DETAILS • • • • • • •• ••• •• • • • •• PRODUCT RENEWED • • • •• • • • . meqptplyln8wilhllioFlorida 0 6 • •• •• •• •• •• •• B�IdiiC<'do �O •••••A epi tce o _as /2 le • • • • • • • • • E'' • •• • • • • • ••• • • • • 1'a Miami Dade Product Control .111141 4- VI— 2i`t FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Plot• Hlaleoh. Florida 33012 Ph: (305)364-9952 Foa:(305)828-8118 2 DRAWING No. FD01-13 DATE: 05/18/2013 SCALE: N.T.S. SHEET 2. OF 8 ••• • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • • • • • • • •• •• 2 1/2" MIN. EDGE DISTANCE 1/4"� ULTRACON WITH 1 1/4" MIN. EMBEDMENT INTO CONCRETE. FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 8 AND CLUSTER DETAILS ON SHEET 2 OF 8. EXTERIOR 7/8" MIN. FLUSH BOLT ENGAGEMENT INTO FRAME THROUGH 1" X HOLE. INTERIOR ATTACHMENT TO MASONRY THROUGH 1 X WOOD BUCK MIAMI-DADE COUNTY APPROVED MULUON. 1/8" MIN. THICKNESS. (UNDER SEPARATE NOA) 1" MIN. 2 1/2" MIN. EDGE DISTANCE Z 1/4"0 ULTRACON WITH 1 1/4" MIN. EMBEDMENT INTO CONCRETE. FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 8 AND CLUSTER DETAILS ON SHEET 2 OF 8, d ° 1" BY WOOD BUCK BY OTHERS MUST BE PROPERLY SEALED AND ANCHORED TO TRANSFER LOADS TO THE STRUCTURE AND APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 5/8" EXTERIOR 7/8" MIN. FLUSH BOLT ENGAGEMENT INTO FRAME THROUGH 1" X HOLE. INTERIOR EXTERIOR 7/8" MIN. FLUSH BOLT ENGAGEMENT INTO FRAME THROUGH 1" X 5/8" HOLE. INTERIOR ATTACHMENT TO CONCRETE WITHOUT WOOD BUCK MIN. E.D. 1/4"0 KWIK FLEX SELF DRILLING SCREWS THROUGH METAL WITH MIN. 3 THREADS BEYOND THE SUBSTRATE. FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 8 AND CLUSTER DETAILS ON SHEET 2 OF 8. 1/4" ULTRACON WITH 1 1/2" MIN. EMBEDMENT INTO WOOD. FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 8 AND CLUSTER DETAILS ON SHEET 2 OF 8. FOR CLUSTER USg•5/;�'(� • • ULTRACON WITH•1 1/2" • • • • MIN. EMBEDMENT INTO WOOD.• • • • • • • 5/8" •• ••• •• 1 EXTERIOR 1/4"0 KWIK FLEX SELF DRILLING SCREWS THROUGH METAL WITH MIN. 3 THREADS BEYOND 1" THE SUBSTRATE. MIN. FOR MAX. ANCHOR SPACING E.D. SEE ELEVATIONS ON SHEET 1 OF 8 AND CLUSTER DETAILS ON SHEET 2 OF 8. fr: 41. METAL STRUCTURAL MEMBER BY OTHERS SHALL BE MINIMUM 18 GAUGE AND SHALL WITHSTAND ANCHOR SHEAR FORCES. INSTALLATION SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. INTERIOR ATTACHMENT TO METAL STRUCT. WOODEN STRUCTURE OR 2 X WOOD BUCK (BY OTHERS). WOOD BUCK MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND APPROVED BY BUILDING • OFFICIAL PRIOR TO WINDOW INSTALLATION. 7/8" MIN. • FLUSH BOLT • ENGAGEMENT • INTO FRAME THROUGH 1" X 5/8" EXTERIOR HOLE. • ••. PRODUCT RBNRENEWED • IrtT•ERIOR as complyLgadh" TYPICAL HEAD $ C' IOJ" SI •• •• Duieptanc°de 1 • •• . Accplo' 0 No • • • . • • • • • • • 5a8imHryl 17a1c ATTACHMENT TO MULLION • • • • • ATTACHMENT ?O WOOD By Milani Dade Product Centro FRANCISCO eleHERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Plaoe Hialeah, florid. 33012 Ph: (305)364-9952 Fox:(305)828-5118 a i DRAWING No. FDO1-13 DATE: 05/18/2013 SCALE: N.T.S. SHEET 3 OF 8 • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • �rr e d 1/4" MIN. fit I I„„„.„,,14 o 1” X WOOD BUCK BY OTHERS MUST BE PROPERLY SEALED AND ANCHORED TO TRANSFER LOADS TO THE STRUCTURE AND APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 1/4"0 ULTRACON WITH 1 1/4" MIN. EMBEDMENT INTO CONCRETE. FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 8. INTERIOR 1/4" SHIM EXTERIOR MAX. (TYP) ATTACHMENT TO CONCRETE THROUGH 1 X WOOD BUCK 4 zo 1/4"0 ULTRACON WITH 1 1/4" MIN. EMBEDMENT INTO CONCRETE. FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 8. INTERIOR WOODEN STRUCTURE OR 2 X WOOD BUCK (BY OTHERS). WOOD BUCKS MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND SHALL BE APPROVED BY BUILDING, OFFICIAL PRIOR TO WINDOW INSTALLATION 1/4" SHIM MAX. (TYP) 1/4"0 ULTRACON WITH 1 1/2" MIN. EMBEDMENT INTO WOOD. FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 8. MIAMI—DADE COUNTY APPROVED MULLION (UNDER SEPARATE NOA) 1/4"� KWIK FLEX SELF DRILLING SCREWS THROUGH METAL WITH MIN. 3 THREADS BEYOND THE SUBSTATE. FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 8. INTERIOR EXTERIOR 1/4" SHIM MAX. (TYP) ATTACHMENT TO MULLION • EXTERIOR . za •• ••• • • • • • •• • • •• • •. •• • ATTACHMENT TO CONCRE'1rE • WITHOUT WOOD BUCK •: • • • • • • TYPICAL JAMB SECTIONS • • • • • • • • PRODUCT RENEWED • • • • • as c&nnlyinB with the Florida E7litdi, Code AA • • • • ••• APcep No No — _1 12 • • • •• • • • ate i r CCCJ • • • ,"°:° • • 4 Miami Dade Product Comm, INTERIOR Sunshine Windows llonufacluring, Inc. 1745 W. 33rd Ploc4 Hl teoh, Dodd* 33012 Ph: (305)354-81152 Fox:(305)128-5118 1/4" SHIM MAX. (TYP) EXTERIOR ATTACHMENT TO WOOD 19 Iii METAL STRUCTURAL MEMBER BY OTHERS SHALL BE MINIMUM 18 GAUGE AND SHALL WITHSTAND ANCHOR SHEAR FORCES. INSTALLATION SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. 1/4"0 KWIK FLEX SELF DRILUNG SCREWS THROUGH METAL WITH MIN. 3 THREADS BEYOND THE SUBSTATE. FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 8. INTERIOR EXTERIOR ATTACHMENT TO METAL STRUCT. 4 -ti- 2mtq HERNANEZ FLORIDACOPE # 51393 S 0 DRAWING No. FDO1-13 DATE: 05/18/2013 SCALE: N.T.S. SHEET 4 OF 8 ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • •4• • • • ••• • • • • • • • • • •• •• HIGH STRENGTH GROUT. MUST BE MIN. 3 KSI. NON SHRINK, NON METALIC PER ASTM F 1117. EXTERIOR 7/8" MIN. FLUSH BOLT ENGAGEMENT INTO FRAME THROUGH 1" X 5/8" HOLE. 5 INTERIOR ae a HIGH STRENGTH GROUT. MUST BE MIN. 3 KSI. NON SHRINK, NON METALIC PER ASTM F 1117. 1/4"� ULTRACON WITH 1 1/4" MIN. EMBEDMENT INTO CONCRETE. • FOR MAX. ANCHOR SPACING SEE 4 ELEVATIONS ON SHEET 1 OF 8 AND • CLUSTER DETAILS ON SHEET 2 OF 8. ATTACHMENT TO CONCRETE HIGH STRENGTH GROUT. MUST BE MIN. 3 KSI. NON SHRINK, NON METALIC PER ASTM F 1117. EXTERIOR 7/8" MIN. FLUSH BOLT ENGAGEMENT INTO FRAME THROUGH 1" X 5/8" HOLE. METAL STRUCTURAL MEMBER BY OTHERS SHALL BE MINIMUM 18 GAUGE AND SHALL WITHSTAND ANCHOR SHEAR FORCES. INSTALLATION SHALL BE APPROVED BY BUILDING OFFICIAL PRIOR TO DOOR INSTALLATION. INTERIOR 1 1 1" IN. EDGE DIST %X" • • —1/4"� KWIK FLEX SELF DRILLING SCREWS THROUGH • • METAL WITH MIN. 3 THREADS BEYOND THE SUBSTRATE. • • FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 8 AND CLUSTER DETAILS ON SHEET. 2 .0;4,8. • • • • • • • • • • ••••• • •• • • ••• • • EXTERIOR 7/8" MIN. FLUSH BOLT ENGAGEMENT INTO FRAME THROUGH 1" X 5/8" HOLE. INTERIOR MIN. EDGE DIST. OPTIONAL WATERPROOFING. WATERPROOFING DESIGN, MATERIAL AND INSTALLATION BY OTHERS. WOODEN STRUCTURE OR 2 X WOOD BUCK BY OTHERS. WOOD BUCKS MUST BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS TO THE STRUCTURE AND APPROVED BY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION 1/4"� ULTRACON WITH 1 1/2" MIN. EMBEDMENT INTO WOOD. FOR MAX. ANCHOR SPACING SEE ELEVATIONS ON SHEET 1 OF 8. FOR INTERLOCK CLUSTER USE 5/8"0 ULTRACONS WITH 1 1/2" MIN. EMBEDMENT INTO WOOD. SEE CLUSTER DETAILS ON SHEET 2 OF 8. ATTACHMENT TO WOOD GLAZING DETAIL • TXPPC,AJ_. Ifil,09ECTIONS • • • • ••• •• • • • •• ATTACHMENT TO METAL ••• • • • • • • • PRO • ••• • • • • • UCC RUNEWED as r yhf5::•i1h the Florida U Idi, eeN 24 .n1 A ep..:cc l b �g J;au Date Miami Dade P,od: i' 1/8" HEAT STRENGTHENED GLASS EXTERIOR 1/2" GLASS BITE (MINIMUM) 0.090" PVB INTERLAYER BY E.I. DUPONT. 1/8" HEAT STRENGTHENED GLASS ARCHITECTURAL PERIMETER TRIM (OPTIONAL) SILICONE DOW CORNING 899 2.8 FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Mae* mown, noddo 33015 Ph: (305)364-9952 Fo,(305)828-5118 a 2 DRAWING No. FD01-13 DATE: 05/18/2013 SCALE: N.T.S. SHEET 5 OF 8 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EXTERIOR INSTALLATION NOTES 1.- FOR ANCHOR MAX. SPACING SEE DOOR ELEVATION ON SHEET 1 OF 8. 2.- FOR ANCHOR INSTALLATION AND CLUSTER DETAILS SEE SHEET 2 OF 8 AND TYPICAL SECTIONS ON SHEETS 3, 4, & 5 OF 8. 3.- FOR ATTACHMENT INTO CONCRETE THROUGH 1 X WOOD BUCK USE 1/4"0 ULTRACON BY ELCO WITH 1 1/4" MIN. EMBEDMENT INTO CONCRETE AND 2 1/2" MIN. EDGE DISTANCE. 4.- FOR ATTACHMENT TO CONCRETE WITHOUT WOOD BUCKS USE 1/4"O ULTRACON BY ELCO WITH 1 1/4" MIN. EMBEDMENT INTO CONCRETE AND 2 1/2" MIN. EDGE DISTANCE. 5.- FOR ATTACHMENT TO WOODEN STRUCTURE OR 2 X WOOD BUCK USE 1/4" 0 ULTRACON BY ELCO WITH 1 1/2" MIN. EMBEDMENT INTO WOOD AND 1" MIN. EDGE DISTANCE. (SEE CLUSTER DETAIL) 6.- FOR ATTACHMENT TO STEEL MEMBERS (18 MIN. GAUGE) OR ALUMINUM MEMBERS (1/8" MIN. WALL THICKNESS) USE 1/4" KWIK-FLEX SELF DRILLING SCREWS. 7.- USE HIGH STRENGTH, NON -SHRINK, e ACLIC• • • GROUT (MIN 3 KSI) BETWEEN•THE DOOlc SIL D• • THE CONCRETE SLAB CONTINI VSLY AWNG •THL• SI!L. • • • • • • • DOUBLE DOOR FRAME WIDTH • • • • • • ••• • • •• HORIZONTAL SECTIONS INTERIOR Q o— O 0 EXTERIOR SINGLE DOOR FRAME WIDTH • • •• • • ••• • •• • • • •. • • •• • .•• • • •• • • ••• • • • ••• : • • • • • • • 0• • •• PRODUCT RENEWED as complying with the Florida �/ /'� /'�(/� Building Code 4 1�/ Q 0 Acceptance f3Dh,�pott Q ie Lta d� to CC�J [j Hy Miami Dode Product Conlr —(� - 20L41 FRANCISCO HERNANDEZ FLORIDA PE # 51393 ................ ............... Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah, Florida 33012 Ph: (305)364-9952 Fout(305)828-5118 6 2 DRAWING No. FD01-13 DATE: 05/18/2013 SCALE: N.T.S. SHEET 8 OF 8 •• • • • ••• • • • • ••• • • • • •• •• • • • • • • • • 00 • 00 • • • • • • • • • • SEE NOTE 1 ON SHEET 7 OF 8 11 ® INTERIOR OR FRAME HEIGHT LAMINATED L.M.I. RESISTANT GLASS (1/8" H.S. GLASS + 0.09 PVB + 1/8" H.S. GLASS) BY E.I. DUPONT MATERIAL LIST No PART QTY PART DESCRIPTION MATERIAL 1 GAS -46913 1 FRAME HEAD 8063—T6 2 GAS -46912 2 FRAME JAMB 6063-16 3 GAS -46915' 1 FRAME SILL 6063-18 4 GAS -46914 4 PANEL TOP AND BOTTOM RAIL 6063-15 5 GAS -46910 4 PANEL STILE 6083-16 8 GAS -46917 3 / LEAVE HINGE 6063-15 7 GAS -48916 1 ADAPTER 6063-75 8 GAS -40928 AS REQ'D FLAT FILL COVER 6063—T5 9 OAS -46911 OPTIONAL PERIMETER TRIM 6083-15 10 1LY73 AS REVD # 10 X 1" SCREWS GRADE 5 STEEL 11 11.4816 AS REO'0 # 10 X 1 1/2" SCREWS GRADE 5 STEEL 12 SEALANT AS REQ0 DOW CORNING 899 SILICONE 13 W33321NK0020 AS REVD ULTRA RN WEATHERSEAL BY ULTRAFAB .187 X .320 POLYPROPYLENE 14 RA-2090L3RZA838P 1 LOCK (LATCH) ZINC 15 RA-209DZ1ABBP 1 LOCK (DEAD BOLT) ZINC 16 FLUSH BOLTS 2 / LEAVE FLUSH BOLTS ZINC / STEEL 17 X109HT-100 AS REVD D SECTION FOAM RUBBER SEAL EPDM O SEE NOTE 1 ON SHEET 7 OF 8 VERTICAL SECTIONS NOTE: 1.- 7/8" MIN, FLUSH BOLT ENGAGEMENT. 4.00 • • •• •• . Id '• • • •• •• ••• • • :•: • • • •_• •• • • • • • • • S • • • ••• • • • • • ••• • • • • • • • • • • •• • •• • • ••• • • ••• • • .078" 1 N O 5.00 03 n O 03 0 4.375 PRODUCT RENEWED O9 o complying with 10e Florida 0 Building Code /f Acceptwtcc No "4. n......2335) / �jG Expi : ',atu G ..-.c,..d-Prndnri rnnl rol 8 O 01 to 5.00 O .687" .062" O FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hlol.ah, flerldo 53012 Ph: (305)364-9952 F0,0(505)B28-8118 2 DRAWING No. FDO1-13 DATE: 05/16/2013 SCALE: N.T.S. SHEET 7 OF 8 • • • • ••• • • •:• • • • •• . •• • • •• • ••• • • • • • ••••* •• • • ••• •• TOP CORNER 2 # 10 BY 1" PH. PAN HEAD SMS 2 # 10 BY 1 1/26 PH. FIAT HEAD SMS 2 # 10 8Y 1 1/2" PH. FLAT HEAD SMS 2 # 10 BY 1" PH. PAN HEAD SMS BOTTO11dSOV.INER• •• • . • • • • • • • • • • •• • • DOOR FRAME COANFRS SOLE: NTS • 4 8 • ••• • • •�• • •••• • • • •• • • • • • • • • • • • ••• • •• • ••• • • • ••• • a•• • BOTTOM CORNER DOOR PANEL CORNERS SCALE: NTS PRODUCT RI'.PivP:IdD rs can![.1gio^ r, ilt!c Florida Cc10 �'c 17n, ,)u6'rrca,c; Cunlro O� (1_ 'T FRANSCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 334 Paco Mach. Dorldo 33012 Ph: (305)364-9952 Fo!c(305)826-8118 z o_ 2 DRAWING No. F008-01 DATE: 05/16/2013 SCALE: N.T.S. SHEET 8 OF 8 • • • • • • • • • • • • • • • • ••• • • • • • ••• •• ••• •••• •• ••