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WS-07-1246Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 08/14/2007 Inspector: Grande, Claudio Owner: GUTTER, VIVIANE Job Address: 746 94 Street NE Miami Shores Village, FL Project: <NONE> Contractor: RRC DEVELOPMENT COMPANY Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number (305)758 -6902 Parcel Number 1132060141660 Block: Lot: Phone: (305)598 -8761 Building Department Comments IMPACT WINDOWS Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . 6i& 1 5 2 ? Inspector Comments Monday, August 13, 2007 Page 2 of 2 BUILDING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OG1 lq(01A4:,:\ riSa PERMIT APPLICATION FBC 2004 Permit No. `-� Master Permit No. IIECTEE'TEI it JUN 1�4jnX001 Ail BY: 11�" Ws '} -IZ46 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) \. ; G. n ° -cA\ Phone # SAS 751( (CC-jC R Owner's Address `*%L 1(.v )"--\ L I \r( I(z.e City'rn; State F-'Oc; Comic. zip 33 ∎3y Tenant/Lessee Name Phone # Job Address (where the work is being done) "71-1 (..0 IN 61c ee_-- City Miami Shores Village County Miami -Dade FOLIO / PARCEL # 1\ - (1)1L1 - Ca ( Is Building Historically Designated YES NO A Contractor's Company Name \2)9-) , C . \\ vet ®fir+ � �-, \- C C rlhone # 7 ®e- ( {-p I -C,( (,®S Contractor's Address 11'S— City ) ;c; i State \ ®,� Qualifier Name 9 r •} Phone # %6 - L f S State Certificate or Registration No. 009 5 (p -) Certificate of Competency No. ci )3C ( Zip ?ate 1 c ) Architect/Engineer's Name (ifapplicable) Value of Work For this Permit $ Type of Work: LlAs iition Describe Work: .L oo (]Alteration Phone # Square / Linear Footage Of Work: {]New R-pair/Replace ❑ Demolition * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Notary $ Scanning $ Ca 'CO-' Bond $ Structural Review. $ Permit Fee $ * * * ** Fees************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** G CCF $ 1 'YO CO /CC Training/Education Fee $ ©•(Q Technology Fee $ Radon $ DPBR $ Code Enforcement $ Double Fee $ Total Fee Now Due $ ! j 4! •C05 Zoning $ See Reverse side -+ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 l� � Ci�nn•2 Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this 1 L1 The foregoing instrument was acknowledged before me this �� 1 day of c , 20 by 'PV9LIC.STaTRopyti...., r'' a NOTARYwPUBSTATEOF�'LO; ii acknowledged or why. �'c who is personally known to m o} , son #DD65! iii n,,�•1 as identific.' e,• r�. Pf d ii c .� � 'ra?'� `; "• G. Der i i " ; + '� �d � •• :° sues' MAY 01 2011 - — -- -- -- --- AT ZCBONDING CO., INC. As identificati BONDED THEO ATLANTIC BONDING CO., INC. NOTARY PUBLIC: Sign: Print: Print: My Commission Expires: /0i14/ 2'1'1 3-4 (( My Commission Expires: d yf, 4 J, 2.4) (1 * * * * * * * * **** * *** * * * * * * ***, rat*************** * **** ** * * * ************ ** * * *, ** * * ** ***** * *** *** **** * *** * *** *** * * ** APPLICATION APPROVED BY: (Revised 02/08/06) Plans Examiner Engineer Zoning 37X508/8 H/R BRITTANY STYLE 691 A 06. 0214.02 MULL BAR MEAN ROOF HEIGHT 20' 4S- 181" XXXX 1FRENCH DOOR 3 H/R WINDOWS VIVIANE GUTTER 748 N.E. 94 STREET MIAMI SHORES, FLORIDA 33138 308.7888902 HOME 305.789-1337 WORK MRS X)00: )0000 E Di! 9 FA XXX 1=4 • • • • •••• • • • •• • •••• • • • • • •• • • • • • • •••• • • • • • • •••• • • • • • •• •• • • • • • • • •••• • • • • •••• • • • • • •• • ••• • • • • • •• • • • Print Information: P: \FL1 \KA \CADD \Caddd2 \Asce \02 - 280 \R10 \02- 280_JWK.dwg MCantu 01 /05/2007 08:53: 52am 01 /05/07 08:53 FLORIDA BUILDING CODE 2004 DESIGN WIND LOADS FOR C PQNENTS 'CLADDING WALLS AND VERTICAL $liitattS BUILDINGS WITH A MEAN RQpF,HEIGa7560 FEk'F ": BASIC WIND SPEED = 146 MPH OSUfif'C'I- R;1'=?I.00 GENERAL NOTES: 1. THESE WIND LOADS ARE FOR USE ON GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION AND ARE NOT APPLICABLE TO ESSENTIAL FACIUTIES OR PLACES OF ASSEMBLY. 2. TABULATED DESIGN WIND LOADS ARE BASED ON CHAPTER 6 OF ASCE 7-02 SPECIFICATIONS FOR COMPONENTS AND CLADDINGS. THE FOLLOWING DESIGN CRITERIA ARE USED PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET. B. EXPOSURE CATEGORY, AS NOTED. C. BASIC WIND SPEED (3 SECOND GUST) AS NOTED. D. AN IMPORTANCE FACTOR OF 1.0 FOR CATEGORY II STRUCTURES. NOT VALID FOR ASSEMBLY OCCUPANCIES OR ESSENTIAL E. TNWI D AREA 15 ACCEPTABLE. F. ANY ROOF SLOPES. G. ENCLOSURE CLASSIFICATION: GCPI = ±0.55: FOR USE ON ALL BUILDINGS UNLESS THE ENCLOSURE CLASSIFICATION IS DETERMINED TO BE AN "ENCLOSED BUILDING" BY THE BUILDING OFFICIAL, ARCHITECT, OR ENGINEER. ONLY ±0.18: RESISTANCE S REQ�UI��FOR ALL GLAZED OPENINGS AND THE BUILDING IS DETERMINED TO BE AN "ENCLOSED BUILDING" BY THE BUILDING OFFICIAL_, ARCHITECT OR ENGINEER. H. DIRECTIO FACTOR, AS NOTED L TOPOGRAPHIC FACTOR, Kzt = 1.0 FOR FLAT TERRAIN. N APPUCABLE FOR HILLY TERRAIN. 3. POSITIVE AND NEGATIVE DESIGN LOADS FOR EXTERIOR WALLS ARE BASED UPON THE MEAN ROOF HEIGHT OF THE BUILDING OR TU 4. DESIGN LOADS ARE BASED ON THE EXPOSURE NOTED AND ARE NOT VAUD FOR OTHER EXPOSURES. EXPOSURE CATEGORY SHALL BE AS DETERMINED BY THE BUILDING OFFICIAL OR A SITE SPECIFIC EVALUATION BY AN ARCHITECT OR ENGINEER. 5. UNEAR INTERPOLATION MAY BE USED FOR ALL VALUES BETWEEN TABULATED ELEVATIONS. 6. THESE OF WIND L VACCORDAN E WITH THE GENERAL NOTES. 7. THIS SCHEDULE SHALL NOT BE MARKED UP OR MODIFIED. 8. WHERE THESE SCHEDULES ARE USED FOR PERMIT, THE CONTRACTOR AND BUILDING OFFICIAL SHALL VERIFY THE USE IS APPROPRIATE FOR A SPECIFIC SITE. 9. ORIGINAL �SIGNATU�RE, DATE AND EMBOSSED FOR OSSSED SEAL. WITHOUT MAXIMUM DESIGN WIND LOADS (PSF) • • • • • • • .6Ctpt= 554See Note 2G) MEAN ROOF HEIGHT (FT.) POSITIVE ZONE (4) & (5) NEGATIVE ZONE (4) NEGATIVE ZONE (5) >0 -15 71.8 -76.5 -90.3 >15 -20 76.3 -81.2 -96.0 >20 -25 80.0 -85.1 -100.6 >25 -30 83.1 -88.5 -104.5 >30 -40 88.3 -94.0 -111.0 >40 -50 92.5 -98.5 -116.4 >50 -60 96.2 -102.4 -120.9 GCpi = t0.18 (See Note 2G) MEAN ROOF - POSITIVE ZONE _.. NEGATIVE .. NEGATIVE • , 5 a - 54.7 -59.3 -73.2 - -7-777- >20 -25 60.9 -66.0 -81.5 >25 -30 63.3 -68.6 -84.7 >30 -40 67.2 -72.9 -90.0 >40 -50 70.5 -76.4 -94.3 >50 -60 73.2 -79.4 -98.0 HeGHT PEAK (pt9ORONE PERMIT ONLY ORIGINAL SIGNATURE & IMPRESSION J.W. Knezevich Pmfftsionai Engineer FL License No.: PE 0041961 h= = MEAN I ZONE: 1O% OF MIN. BUILDING WIDTH 40% OF MEAN ROOF HEIGHT h), WHICHEVER IS Ste, BUT NO LESS THAN EITHER 4% OF MINIMUM WIDTH OR 3 FEET. ThorntonTantase 330 N, Andrews Ave., 'Suite 400 -Pt. Lauderdale, FL 33301 T 954:522.3690 • F 954:522,3691 + COA # .7519 Website: www.` borniefiTor ,tasettt tern Copyright © 2007 Thornton- Tomasetti, Inc. BUILDINGS <_ 60 FT. FLORIDA BUILDING CODE 2004 COMPONENTS & CLADDING EXPOSURE "C" 146 M.P.H., Kd =1.00 no date by 8 01/13/20061WK 9 09/10/2006 701 10 01/05/2007 JWK 1 ue ates description MODIFIED GCPI OPTIONS GENERAL REVISION BORDER UPDATE drawn by (design by MCR) IWK) (checked by JWK drawing fro. 02 -280 (sheet 1 of 1 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Sunshine Windows Manufacing, Inc. 1745 West 33"' Place Aialeah, 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 by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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 AM may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "1650" Aluminum Horizontal Sliding Window Impact APPROVAL DOCUMENT: Drawing No. HS99 -04, titled "Series 1650 Aluminum horizontal Sliding Window (XO) 3/8" Heat Strengthened Laminated", sheets 1 through 3 of 3, prepared by Francisco Hernandez, P.E., dated 8/16/99 with revision on 1/7/03, signed and sealed by Francisco Hernandez, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufac u er or its distributors and shall be available for insertion at the job site at the request of the Building Official. This NOA renews NOA # 99- 0%9.05 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Jaime Eisen, P.E. • • ••. • • • •1• •• •• • • • •• •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • ••• • • • • ••• MIAMI DADE COUNTY, FLORIDA • • • • • • M>Df FLAGLER BUII.DING • • • • • • :14D $G4GLIR STREET, SUITE 1603 • • • • • . SEW, FLORIDA 33130 -1563 • • • • • • • (305) 375 -2901 FAX (305) 375 -2908 ..•.• .� • •••• • • •• ••' '•• • • • • • • • • • •• •• • • • ••• •• • NOA No 03-0116.12 Expiration Date: March 17, 2008 Approval Date: February 27, 2003 Page I • • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • ••• • • • • . • • • ' • • • • • t•• • • • • ••• Sunshine Windows Manufacturing., Inc. •-• •" •• • • • • NOTICE OF ACCEPTANCE: 'E;V ACt �'!1'�R► (For File ONLY. Not pdrt of NOAH ' DRAWINGS 1. Manufacturer's die drawings and sections"' :: •' . ' • • • 2. Drawing No. HS99 -04, titled "Series 16.5.11ARaini �,I9px�zontal.$liding Window (XO) 3/8" Heat Strengthened Elated, seeds 1'fhrbugh 3 of 3, prepared by Francisco Hernandez, P.E., dated 8/16/99 with revision on 1/7/03, signed and sealed by Francisco Hernandez, P.E. B. TESTS Submitted under NOA# 99-0909.05 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 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 24113.2.1.and TAS 202-94 along with the manufacturer's marked up design drawings of window w/ Glasslam Safety Plus interlayer film azing, prepared by Fenestration Testing Laboratory No. FTL -2316, dated June 15, 1999, signed and sealed by Jose D. Mitrani, P.E. CALCULATIONS Submitted under NOA# 99- 0909.05 1. Comparative analysis and anchor calculations dated August 28, 1999, prepared, signed and sealed by Francisco Hernandez, P.E. D. MATERIAL CERTIFICATIONS Submitted under NOA# 99-0909.05 1. Notice of Acceptance No 97- 0527.04 issued to Glasslam Safety -Plus Laminated Glass" dated 09/09/97, expiring on 09/09/2000. 2. Aggregate Certification, dated November 10,1995, by CSR Rinker Materials for No. 6 coarse mineral aggregate per ASTM D- 1863 -86 "Standard Specification for Mineral Aggregate Used on Built-Up Roofs ". D. STATEMENTS 1. None F. OTHER 1. Notice of Acceptance No. 99- 0909.05 Sunshine Windows Manufacturing, Inc., Series 1650 Aluminum Horizontal Sliding Windo , approved on 3/17/00 and expiring on 3/17/03. E -1 Jaime Eisen, P.E. Product Control Examiner NOA No 03- 0116.12 Expiration Date: March 17, 2008 Approval Date: February 27, 2003 • • • • Sunshine Windows tiartufactiring, klc. 170 w p� i 37e12' P!a -. • %: 5118 DROWN MEM& CHART °PRP 18 3/4" onus WO ALUMINUM ROBIZONIAL SUMO WINDOW ULM 3m" HEAT NSW TED IMPACT "DOW MMENSION .4IWRO€It FROG i 91le0T)iIX55301:0 w��rwe•w�wr�ww 3 1/2" MAX. 0 MAX. 0 0 0: 'm ^ , ikg 821 pm HEV pot slme S 3N• SELL 3' SB.L I WIDTH HEIGHT EXT. INT. EXT. INT. IM ACT GLASS IMP GLASS 2e 1/2" 37" 53 1/8" 74° �, 3 3 53.3 90.0 80.0 90.0 ' - -__ -_ v= �_� �:�► Ll __ =__ =1 .,,. ====== --- 3 53.3 90.0 80.0 90.0 4 ' 83.3 90.0 80.0 90.0 1S �7 6 53.3 90.0 80.0 90.0 28 1/2° 37' 8371/8° 4" 4° 3 - 4 53.3 90.0 80.0 90.0 8 _ 53.3 90.0 80A 90.0 n 4 ~ 83.3 90.0 80.0 90.0 FALSE MU 1IN (SURFACE ���, BE USED 8 83.3 90.0 80.0 90.0 37° 63 1/e' 74" e/e" 3 5 83. 80.0 90.0 18 3/4" II 3 • ••• • • .3 i• k••••• • } • I • • • 4 X90.0 9440 80.0 90.0 3 1/2" MAX. 8 53.3 /90._0 80.0 90.0 WINDOW WIDTH 37' 53 1/ 74° 53" 3 8 :..3. ,: •.• 80.0 90.0 4 ` j 0 80.0 90.0 TYPICAL ELEVATION (X0) IMPACT RESISTANT WINDOW •• • •. • ••• •••• • • • •. • :. FOR NUMBER OF ANCHORS REQUIRED FOR EACH • UNIT SIZE REFER TO ANCHOR SCHEDULE COLUMN • IN THE DESIGN PRESSURE CHART •••�• •••• aa, rwN6t8o1 .• • .�I Iri •4".1 • 1 • • • •. •." •.•• • ..• 8 .3 90.0 80.0 90.0 1 24" 3e° 4e° �" 7Y 24• 3 3 53.3 90.0 80.0 90.0 3 53.3 90.0 80.0 90.0 4 53.3 90.0 BOA 90.0 5 53.3 90.0 80.0 90.0 8 63.3 90.0 80.0 90.0 24" 32" 4e° e e" 72° 3e" 3 4 53.3 90.0 80.0 90.0 3 53.3 90.0 80.0 90A 4 53.3 90.0 80.0 90.0 6 53.3 90.0 80.0 90.0 8 63.3 90.0 80.0 90.0 • 6- 111 -9i. 38" 4e' sr 72" 3 53.3 90.0 80.0 90.0 a•m1 /2 "•1' • 4 53.3. 90.0 80.0 90.0 45451dou 1 -7-03 8 6 83.3 53.3 90.0 90.0 80.0 80.0 90.0 90.0 BASED ON FTL -2316 VIED 6 -15 -99 TEST SIZE= 74 X 63 (X0 TEST LOADS= +120.0 -135.0 PSF DESIGN INFILTRATION +80.0 -90.0 8 0 AND 12.0 PSF TESTED GLASS- 3/8" HEAT STRENTHENED LAMINATED CYCLIC WIND LOAD TEST= +90.0 -90.0 PSF Woken 3e° 4e" wr 72' ar 3 a 53.3 90.0 80.0 90.0 1 11174 88w8ro H599 -04 4 53.3 90.0 80.0 90.0 t -12- -n3 FRANCISCO HERNANDEZ FLORIDA PE # 51393 8 83.3 90.0 0 90.0 SHEET 1 OF 3 8 53.3 90.13 80.0 90.0 • • • • .t • _ • • 3/18• TAPCONS 1 1/4• MIN. EMBEDMENT INTO MASONRY (FOR NUMMR OF ANCHORS AND MAX EPACINB REEFER TO SHEET 3.) 1 ATTAaMENT TOMABONRY VERTICAL SECTION (2) 2• WEEP HOLES 4 VERTICAL SECTION wrTE SILL RISER 3/18° TAPCONS 1 1/4• MIN. EMBEDMENT 94TO MASONRY (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO SHEET 3.) IMNTO8W000 (FOR NUMBER OF ANCHORS ON AND MAX. SPACING REFER TO SHEET 3.) MASONRY (3p /tii stir TAPCONS 1 1/4.- MIN. EMBEOMMT AND 0? AN TO SHEET 3.) t EU WOOD BUCIS NOT SY SUNSHINE WINDOWS MUST SUSTAIN LOADS TMPOS BY GLAZING SYSTEM. 1/4• MAX. . ; .51UM SPACE ABTA IMENTTO WOOD VERTICAL SECTION +• ' AT1'A1 VT1OMASONTEYDBTATL. � . 3/18• TAPCONS 1 1/4• MIN. EMBEDMENT NM MASONRY: (FOR NUMBER OF AIRS AND MAX. SPACING REFER TO SHEET 3.) • IMPACT RESISTANT WINDOW 3/18• SMS 1 1/2• MIN INTO Y!� (FOR NUMBER OF ANON AND MAX. SPACIC REFER TO SHEET • • • • • •• • • 000000 • GLAZING • -•••• MATERIAL 3/S• OVER*U. LAMS EO GLASS two UGHmS. • OF8 1/V HHEAT STRENGTHENED_ ay AN 0.010' 1ERIA HLMc BLASSLAM SAFETY AND 3/8• WIDE CLOSED CELL FOAM. FRANK :I:I2" AND GASKET S-10. ON EACH SIDE OF FILM AT PERIMETIar EDGE. •.•.•. METHOD: • • • USU4G A COLp>�D ZONE! P TION • • EIGRUDED &W NW SNAP ON► r, 4 • c VATH • A VIN14. BULB 8E1%4E EL 'AD GLAZING BEAD WAS FAWN IN TEST • • • UNIT writ, NO. II BY 1" FtISMS IWO AT EACH E THREE A EACH VERTICAL SEM PENETRATION ... .• .• • •. • • • • 1 •• ••• • • .• • •••.• • • MH '• tliantrentgraVaDIN bate #,677".17 "IZ FRM1SCO H NANDEY FLORIDA PE # 81393 • •• • 4 M3 TO PIXEO PANEL SW -014 6053 -76 O/PAcr CLAMS BEAD SSW-101 8093 -T6 FIXED MEMO RAIL S5 -40111 6083 -T8 MOVING MEETING RAIL SW-017 6083 -T6 2077 ----( FRAME MO 1D MOVING PANEL 8W -013 5083 -16 0.192 1.000 0.810 I.- StmER TOP 0782 BOTTOM RAE. 5063-75 INSERT TRACK 9W-ro1 6083 -75 FRAME HEAD AND SILL SW-019 6063 -76 6063 -76 0075uk SILL RJR S8 -40771 8053 -15 MATBRIALLIST f PA638 De9a/PTIOR 1 95-019 1 FRAME HEAD 8083 -75 2 1W-01 5 1 FRAME SILL 9093 -T8 3 SWma21 1 INSERT TRACK 9083 -T0. 5 SW -012 2 9LEDER TOP/BOTTOM RAE. 8063-78 5 983016 AS R00 FIN 505. PILE FEL7 9 SW321W 2 WHEEL BRASS 9 SW •017 1 INNING MEETING RAIL 6063.78 10 SW40111 1 FIXED MEEUNO RAE. 6083 -T8 11 SW-AS AS RQD ASSEMILY SCANS #8X1'055. 12 SW-013 1 JAMB 7D MOVING PANES. 8083 -75 13 68-016 1 MOVING SEW RAE. 8083 -18 14 853257 AS ROD WEATHER 81RIP BULB 16 05 -657 AS R00 LAicH 2010 16 P-810 2/06L REROCIA1ED FILM P040 17 8540771 1 SILL RISER 6063_76 18 S8 -014 1 JAMB TO FOXED PANEL 19 AS MO SEXXX4E SW-101 AS R00 %PACT 01AVNG 0540 8005 -79 • • •• DD -765 gRAAVta7 21 05-9n. 1 3/8' x 3/4• FLAT BAR 22 SW-AS 4. ASSENG0.Y SCREWS 8115417171 - 814... #8X2•1J% 000000 • • •• •• 000000 • • • • • • • • • • •• • • • • • • • • • •• • • • •Il• • • •• •• • ••• • ••• •• •• • • • • ♦• • • •• • MOH ,• • • .Orn 8- 1•R --99 • ••• sm•1/2'�1• •• • • • A•trm�1 -7 -03 9ewM•L, MOS NO. HS99-04 SHEET 3OF3 MIAMIOADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE OA • • •.• •• • . • • . • • • • • • • • • • ••• • • • • • • • • • • Sunshine Windows Manufacturing, Inc. 1745 W. 3314 Place Hialeah, Florida 33012 SCOPE: •• • •• • • • • • • • • ••• • • •• •• • • • • • • ••. • • • • • • • • • • • MIAMI DADE COUNTY, FLORIDA .; • MGTRQDALy;FLAGLLRBUIIDING 1.� Virar FliikiLER 'STREET, SUM 1603 • I11I4U, FLORIDA 33130 -1563 • • • (305) 3'%5 -2801 FAX (305) 375 -2908 •• • • • • . ; ; •. :• •• • : '` . : • ••• • • • • This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AH)). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (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 AEI may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Maori Dade County Product Control Division 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 High Velocity Hurricane Zone ofthe Florida Building Code. DESCRIPTION: Series 2001 Almninum French Door Impact Resistant. APPROVAL DOCUMENT: Drawing No. FDI -1, titled "Series 2001 Aluminum Fri Door Impact Resistant ", sheets 1 through 3 of 3, prepared by the manufacturer, dated 09/16/02 with no revisions signed and sealed by F. 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 Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a Immanent label with the manufacturer's name or logo, city, state and following statement " Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purpose; shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be mum for termination and removal of NOA. ADVERTISEMENT: The NOA n un ber 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 donee in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the mamrfacturer 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 as well as approval document mentioned above. The submitted documentation was reviewed by C Font, P.E. .x117/3 NOA No 02- 1104.03 Expiration Date: May 08, 2008 Approval Date: May 08, 2003 Page 1 Sunshine Windows Manufacturing. Inc. • • ••• .•• •• • • • • • • • • • • • • • • ••• • • • • • ••• • • • • • • •• •• • • • • • • • • • • ••• • • • • • •• • ... • O; • • • • • • • • • ••• • • • • NOTICE OF ACCEPTANCE: EVIDENCE SU1 MJTTED (For File ONLY. Not parr pfjsiQAA A. DRAWINGS • • • • •• ••• ••••• '.:'••••••• . •• •• • • • • •• ••• 1. Drawing No. FDI -1, titled "Series 2001 Aluminum French Door Impact Resistance ", sheets 1 through 3of 3, prepared by the manufacturer, dated 09 /16/02 with no revision, signed and sealed by F. 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 20294 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 an aluminum swinging glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. 3399, dated 07/24/02, signed and sealed by Late Gilbert Diamond, P.E., reviewed. by J. 0. Chan, P. E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, prepared by Francisco Hernandez, PE, dated 01/10/02, signed and sealed by F. Hernandez, P.E. D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 0205.02 issued to Solutia, Inc. for "Saflex/Keepsafe Maximum ", expiring on 05/21/06 2. . Die drawings prepared by Alcan ExtrusionsAWC -36, 37, 38, .39, 47 & 57, dated • 2003. E. STATEMENTS 1. No Interest Letter issued by Francisco Hernandez PE, PA., on 11 /14 /02.signed and sealed by F. Hernandez, PE. 2. Code Compliance letter issued by Francisco Hernandez PE, PA, on 11/14/02 signed and sealed by F. Hernandez PE. 3. Test Compliance letter issued by Fenestration Testing Laboratory, Inc on 08/16/02 signed and sealed by J. Chan, PE. OTHER E -1 Candido F. Font, P.E. Senior Product Control Examiner NOA No 02- 1104.03 Expiration Date: May 08, 2008 Approval Date: May 08, 2003 • • • • • ,t$1, FOR ANCHOR OPTIONS SEE NOTE #1 THIS SHEET ' FOR ADDITIONAL INFO REFER TO SECTIONS ON SHEETS 2 OF 3 AND 3 OF 3. , 0 — I I I I' 1 26 1/8° I— — 26 MAX. DAYLJGHT 81 -0° 1 . MAX , — .. C 4 / ,....1 - M 70.0 70.0 6' -13• — CY J 70.0 70.0 _ // a 1 i 0 -- ...I I 1t ( J (R 0 — DOOR DOOR I 1 1 I I I I— — 26 1 /8°' 26 1/8° 81 -0° 1 — MAX , DAYLIGHT LA .. MAX DAYLIGHT a / 70.0 - - 70.0 70.0 6' -13• 21 -6• J 70.0 70.0 E ,/O, r 1 i -- ...I I J I. ! — I REV. ELEVATIONS 72° MAX DOOR WIDTH DESIGN PRESSURES IN PSF DOOR DOOR W/0 SIDELITE F WIDTH HEIGHT POS. NEG. 3' -0• 70.0 70.0 81 -0° 2' -6• 70.0 70.0 3' -0• 70.0 70.0 6' -13• 21 -6• 70.0 70.0 ' 1. ANCHOR OPTIONS NOTES: EL0O TAPCONS 1 1/2° 1�&I. EIABEDMENr INTO ' CONCRETE BLOCK OR 14 WITH 1 1 j2° i EMBEDMENT INTO 2BY WOOD BUCK OR 14 S.M.S. X 1 1/ DI METAL - • 2. FLUSH BOLTS. ' • • •. ALL DOOR FLUSH BOLTS SHALL BE ENGAGED**ttRDIN TO ACHIEVE DESIGN PRESSURES ABOVE •••••• • • 3. GLAM. / • or OVERALL LAMINATED GLASS MADE UP 7•L OF 1/6° - • ISAT SIR. GLASS WITH A 0.090' INNER L F%M SAFW{- KEEPSAFE MAXIMUM BY SOLUTIA INC. N.0 Q.02 ' •••• GL4TING PENEIRAITON _0533' - • Sunshine Windows !landed/kg, Inc. 1745 W. 33rd Plots I U 196 •••••• 4. COLONIAL MUNTINS CAN BE APPLIED. ' • • • • •• •• /••i efr FROM CORNERS AND THE REST TICT MAX. FOR ANCHOR OPTIONS SEE NOTE 1 ON SHEET 1 OF 3 (TYP DOM JARS) 1BY OR 2BY WOOD *BUCK WY OTHERS SHALL WITHSTAND ALL CLAM BY LOADS (TYP FOR ALL WOOD Rao L& WALL ve SHIM RA "' 411. , 0 111. _s -ar FIL •11•• • •• • • • • • • 0000 49 • • .4 •• ✓ . • •••• 0\'. • • • • • • 000 • • • • , • REV =al ma cosmplylag with die • --tn: kkic.nr-LIvz, HORIZONTAL SECTIONS HMSO° HERNANDEZ FL. PE 513113 :1 • • i* a 000 •4 •1• • t• •• • O o 000 MOM NO. FDI-1 SHEET 2 OF 3 IBY OR 2BY WOOD BUCK BY OTHER SHAH WITHSTAND AU. GAZING SYSTEM LOADS (IYP FOR ALL ODD BUCKS) 1 9P ACT MASS. FOR INFO REFER ,. TO NOTE j3 ON SHEET 1 OF 3 STRUCTURAL. SUCCOR DOW CORNING DR SIMILAR p p� Sr FROM CORNERS AM THE REST 012' p.C. MA%. FOR ANCHOR OPTIONS SEE NOTE 1 ON MET 1 (11W FOR )OF 3 VERTICAL SECTIONS MATERIAL LIST ITEM # PART # REQD. DESCRIPTION MATERIAL 1 SW -38 1 FRENCH DOOR HEAD 8063 —T8 2 SW -39 4 FRENCH DOOR TOP AND BOTTOM RAIL. 8083 —T6 3 SW -38 4 FRENCH DOOR VERTICAL STILE 8063 —T6 4 SW -37 2 FRENCH_ DOOR JAMB 8063 —T6 8 SW -40928 (4°) 1 PER ANCHOR FLAT FILL COVER 8063 —T5 8 SW -40 1 FRENCH DOOR SILL (MILL FINISH) 8083 —T6 7 SW -47 1 FRENCH DOOR ADAPTER 6083 —T5 8 SW -3332 AS REQ'D FIN PILE WEATHER STRIP (VYNIL BULB) POLYPROPYLENE 9 SW-57 3 PER LEAF 8" BUTT HINGE 6063 T5 10 SIUCONE AS REQ'D DC 995 /PECORA 895 SIUCONE 11 SW—L1 1 LOCK (LATCH) METAL 12 SW —L2 1 YALE NEW TRADIm0NS' 800 SERIES DEAD BOLT LOCK KEY OPERATED ON THE EXTERIOR AND THUMB TURN ON THE INTERIOR METAL 13 SW —FB 2 PER LEAF SERIES 2510 CONCEALED FLUSH BOLT BY REGENT METAL 14 SCREWS AS —REQ'D # 10 X 1" SMS 15 SCREWS AS —REQ'D # 10 X 1 1/2° SMS 16 SW -30 AS —REQ'D APPLIED PERIMETER TRIM 8063 —T5 17 SCREWS AS—REQ'D # 8 X 1/2° SMS 18 SW —H 1 SURFACE MOUNT HANDLE METAL OFD HEAD (SW -38) e .e.creLi Florida Pas /25& LX NOM 4/riPti(!W. A1Lamt11°d® q « �e�nn '8.00° 40 F0 JAMB (SW-37) 4.W° ° .1 OFD TOP & BOTTDM RAIL. (SW -39) ,1 Sunshine *doors Martufactuchig, In 1745 W SVd Plum F —8118 od i41!'d 11:111:3 310° 444 • el • •• • • • O FD ViiD9AM QRLE (SW -3)r. • • • b' • OFD FIAT FILL COVER (SW- 409280) 5.L0" ' 0 FO SILL (SW -40) • OFD ADAPTER(SL6 -47) FD NGL� (T-57) •••• • ••• • • • ••• • • • •• • ••• ° • • • • • odok-1. Szak.. sa** 1 /2 °m1 °•• • • Thrridos • • 1 • • • MIAMI :11E COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Sunshine Windows Manufacturing, Inc. 1745 W 33"' Place Hialeah, FL 33012 SCOPE: This NOA is being issued under the applicable rules • • ••• • •• •• • • • • • • • • • • • • ••• • • • • • • ••• • • • ••• •• •• • • • • • • • • • • • •• • •• • • • ••• • • • • • • HARE CWUN 3% FLORIDA • • • • M3t0-DUDE PleGIER BUILDING • 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 • • • ; ; gel) 3:5- Qr • FOP!)! (305) 375 -2908 • ••• • • • • • �ww.b IID codeonllne coo •• • • • • • ••• •• and regulations governing the use of construction II • • I f iT iris • I is • i •41 r iil Ira 1 ;6 1'a- - • • • • • i •nr- ' n, : • ' • • Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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: Aluminum Tube Mullion — L.M.L APPROVAL DOCUMENT: Drawing No.SW -01-07 titled "Aluminum Tube Mullion," sheets 1 through 7 of 7, dated 09/30/05, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 01- 1226.14 and consists of t is page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 06-0214.02 Expiration Date: January 25, 2012 Approval Date: February 22, 2007 Page 1 Sunshine Windows Manufacturing. Inc. NOTICE OF ACCEPTANCE: EV4INST Sii4mi ED; A. DRAWINGS • .. • • • • • • ..• • • • • •• • • • •• ••• •• • 1. Manufacturer's die drawings and sections. • • 2. Drawing No SW- 01-07, Sheets 1 through 7 of 7,.t(itl " A1iAni'inyinp Zu1ac Mullion ", dated 09/30/05, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E. B. TESTS 1_ Tes reports ge Mi .ile Impact Test per FBC, TAS 201 94 r 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94. Along with marked -up drawings and installation diagram of Aluminum Single Hung Windows Mulled Together, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL -2680, dated 06/29/00, signed and sealed by Aldo P. Gonzalez, P.E. (Submitted Under NOA 01- 1226.14) C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by manufacturer, dated 09/30/05 and revised on 01/15/07, signed and sealed by Francisco Hernandez, P.E. 2. Anchor Calculations and structural analysis, prepared by manufacturer, dated 02/29/00 signed and sealed by Francisco Hernandez, P.E. (Submitted Under NOA 01- 1226.14) D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, dated January 15, 2007, signed and sealed by Francisco Hernandez, P.E. 2. Statement letter of no financial interest, dated January 15, 2007, signed and sealed Francisco Hernandez, P.E. G. OTHER 1. Notice of Acceptance No. 01- 1226.14, issued to Sunshine Windows Manufacturing, Inc. for their Aluminum Tube Mullion, approved on 01/31/02 and expiring on 01/25/07. E -1 Man Product Control NOA No Expiration Date: January 25, 2012 Approval Date: February 22, 2007 •• • r •• • •• • h' r• 10 1/8) GLAZING UNIT. SEE NOTE 1 OF GENERAL NOTES 2b VERTICAL PROCEDURE FOR MULLION SELECTION 1. DETERMINE DESIGN PRESSURE BY COMPUTING THE WIND LOAD IN PSF ON MUWON AS PER FLORIDA BUILDING CODE. 2. USE TABLES ON SHEETS No.2 AND 3 TO DETERMINE THE MULLION SIZE REQUIRED TO ACHIEVE THE DESIGN PRESSURE. 3. USE TABLES ON SHEET No. 4 TO DETERMINE THE TYPE OF CONNECTION BETWEEN MUWON AND STRUCTURE REQUIRED TO ACHIEVE THE DESIGN PRESSURE. 1/8° 1" (1 VERTICAL MULLION APPLICATIONS GENERAL NOTES: GLAZING UNIT. SEE NOTE 1 OF GENERAL NOTES 2° THRU 8° HORIZONTAL 1. MULLIONS SHALL BE USED ALONG WITH MIAMI DADE APPROVED GLAZING UNITS. 2. TUBE MATERIAL SHALL BE ALUMINUM ALLOY 6063 —T8. 3. FOR DETAILS OF ATTACHMENT BETWEEN MULLION AND STRUCTURE REFER TO SHEETS No.S AND 6 OF THIS PRODUCT APPROVAL 4. DESIGN PRESSURES SHOWN ON GRAPHS ARE BASED ONLY ON TUBE STRENGTH. NO CONTRIBUTION OF ATTACHED GLAZING UNITS ARE CONSIDERED. • • • •• • • •••• • • •••• • • • • • 4 • ••4 9 • Rh" ' • •oot• 8 -3O -21 • •sadu 1 /2"=1" --0-r • ••• 'oRMO Na • SVP -01 -07 SHEET 1 OF 7 • • • • • • • • • • c. • 1• • PRODUCT plSs aNhPFefds .•�.• ' •/ • , , Ow /1111/1 =R! • Na J rift 1'• ' ' . .. T^':'. HERNANDEZ 41 FLORIDA FE . 31393 FLORIDA 9 • Rh" ' • •oot• 8 -3O -21 • •sadu 1 /2"=1" --0-r • ••• 'oRMO Na • SVP -01 -07 SHEET 1 OF 7 • • • • • • • • • • c. • 1• • BE SPAN TIRE SPAN 1 X 3 38.38 7941 80 89.79 70 10241 60 11921 S0 14358 40 179.57 30 23643 20 359.14 90 4548 80 51.89 70 50.63 80 68.79 80 82.55 40 103.19 30 137.88 20 2.38 80 90 40.58 70 48.38 80 54.09 58.00 SO 64.90 40 81.13 30 10837 20 18228 90 25.32 80 2649 70 3256 ID 37.90 50 4858 40 SUB 30 7597 20 11396 1 X 3 7425 80 70 80 SO 27.84 403481 30 4641 20 68.61 80 80 - 70 84.00 eo 50 30 32.05 20 48.08 90 90 70 80 9890 50 30 - WM. P'. INTERPOLATE FOR INTERMEDIATE1OLLIES OF SPAN API/00 TRITIUM 10011 10 INE DESIGN PREP. WE iPA11 'IIJBE SAN �r'�1' .q p�i'[ 73.65 M� 50 - BO 8258 80 2674 70 8449 70 29.42 5.63 60 110.47 84.00 80 34.32 50 132.87 50 41.18 40 18671 40 51.48 30 71095 30 68.64 20 331.42 20 102.95 90 8020 90 - 80 67.73 80 -' - 70 77.40 70 - SB.t0 SO 90.30 80 - 50 10138 80 27.89 40 135.45 40 .49 B1 70 4598 20 270.91 20 8697 1 X 4 1x4 90 4757 80 - BO 53.51 80 - 70 81.18 10 - 60 71.35 80 - 1100 BO *0.00 50 - 40 0 107.03 - --' 40 ' 30 142.70 3030 20 214.E 48.44 80 33.13 BO 37.27 70 4249 74.25 60 49.69 50 5683 40 74.54 30 99.18 20 149.07 *8iWON SPAN MAW 1191TN* 111 $ 59 IIIIMMLAULLUM 5 MULLION • • TBIBUTANT WNTN. • • • ••• • • • •• Sunshine Whims 'Y Manufacturing, Mc. 174814. 33rd Rode RM t1$ ••• • ••• • • • • •• • ►a • •• • • • 1•• • • • • r.•• • •••• • .a• �• ,•8. 4r'••••• • • ��,,�, •• •• •• Y�g - " -i• •••• • r • • •eitilitom •• ••■• • • •Nair, - • We NTS • • • -01 -07 SHEET 2 OF 7 • 119E SAN . i y� 11.91E 89111 l'q. 90 107.40 W 3339 80 12093 80 37.56 70 138.20 70 4293 50.63 89 169 23 64.00 80 50.09 89 14.4- 80 4.10 4 24195 40 75.13~ 30 321.47 30 100.17 20 483.70 1 20 160.26' 90 87.88 89 - 89 19 80 25.16 70 112.97 70 2178 5889 60 131.78 96,00 80 89 _ 123.50 80 158.19 50 40.28 40 1 � 4050.33 59.10 30 263.59 30 67.11 I 25 308.75 20 39538 20 110.88 2X8 00 2 X 4 2 X 4 90 90 69.42 25 - 80 7810 800 - 70 89.26 84.00 70 - 132.00 80 104.13 60 - 6390 1.. 80 124.98 10.00 80 28.25 40 156,25 4040 180.82 30 258.27 30 47.13 20 312.40 25 70.70 20 48.35 89 - 80 5439 89 - 70 1 62.16 70 - 89 72.52 80 - 74.25 50 32.84 120.00 40 92.35 50 8798. 50 - 40 1011.78 40 X77 30 145.04 30 3438 20 217.68 20 51.54 NOfB: ORE ATE FOR INTSWEIVATE 1AMS OF SPAN AR0 /00 1188111M1Y worn+ 10 WENl0& #541 MMES. nU sF:w 1: WK SPN4 l'q. 4 2530 90 32.43 80 107.22 80 36.48 70 122.53 70 41.70 83.00 14 7 1 60 48.64 50 17156 4 58.37 40 214.43 40 7297 30 255.91 30 20 428.87193 90 28.61 20 28.27 80 19 80 2956 70 68.21 70 3177 74.25 89 10292 120.00 80 4.40 89 _ 123.50 50 47.28 40 -'• 154.38 40 59.10 30 208.83 30 78.80 25 308.75 20 118.21 2X8 00 &181 + 2X6 90 - 80 431 80 - 70 4892 70 - 84.00 89 80.41 132.00 60 32.89 50 89.49 1.. 80 89.08 40 125.82 40 4815 30 180.82 30 25.13 20 241.24 20 27.89 90 41.04 90 - 89 4817 80 - 70 8277 70 - 90 61.57 60 27.36 SO 73.89 14490 50 32.84 40 92.35 40 41.04 30 123.13 30 54.73 20 184.70 20 82.09 611A12311 SRO TROUTARY 51073* • • • • • •• • •••••• • OOOOOO •••• • • •••• OOOOOO • • •• •• 000000 • • • • • • • • . • •• • Sunshine Windows Inc. 1745 W. 'Wtl Raw Wick 33012 triton 4118 . 8.:1 Nerf ig P/ IP I= s ••• • •• • M+ X12_RF • ode 9-30-05 •!ITS s• • •• MAW No. SW-01 -07 SHEET 3 OF 7 •• • •••• • •••• • • . 1 ••• • • • ••• • ••• • ANCHOR A SAN A&D 85 84.98 80 ! 40 138.07 20 278.14 95 64.42 50 83.74 50.63 30 139.57 20 209.35 57 95.24 50 74.37 5706 50 123 20 185.94 83.00 52 84.70 40 84.11 30 112.15 20 168.23 A9D 74.00 43 88.61 40 71.61 30 95.48 20 143.22 39 64.70 30 84.11 8400 20 125.17 98.00 34 84.94 30 73.00 110.40 10800 30 65.42 25 79.81 20 98.13 NOM INTERPOLATE FOR INTERIEDIME VALUES OF PM ANDAR 7818UTAR 610744 TO 0866840 Dem PRESSURES, Mtnl@N SPAN 'TRIBUTARY 1nDTHm W1 . 142 2 MINERIKAUSZI 1118U 'ARV 8101 2 • • • •• • •8•••• • •••••• •••• • • •••• •••••• • • •• •• OOOOOO • • • • • • • • • • • PRODUCT MOOED tooplybas with We VW& Fraddlag Cede Amp= Nu r_ -r.'N f•12 Sunshine %Wows Manufdring, . 1745 W. 3rd s Mos P" S9 2 1=3 0 • • 0R • • 0000 ••• • . •• • •••40 ••m. • sga ON RF Doti$ -30 -08 10000 Redskins • • • • •• •-• • • • • • 01445348 ND. SW -01 -07 SHEET 4 OF 7 •••• •� •••• • • ••. • • •0• ••• • • • •0. • ••• • t • a \,�'; .�AN ,%IA1'�f• ..,.lid` " M) 85 98.52 85 48.19 70 119.63 70 58.08 8063 80 139.57 108.10 50 78.81 48 174.48 40 85.13 85 87.50 22 178.42 70 10125 85 41.56 80 123.8 70 59.47 50 148.75 12000 50 7088 42 177.08 40 85 79.17 30 117.78 65 103.53 20 176.84 50 134.58 78 41.17 &080 38 177.05 70 45.88 B.C&0 85 60.27 50 64.23 jp r E44.11 13200 40 80.29 72.00 80 117.76 30 10708 33 17&42 20 1 85 5937 73 40.33 TO 72.10 80 49.07 80 10014 50 58.8 28 174.03 144.00 40 73.80 85 51.95 30 88.13 70 6309 20 14720 9&00 50 88.32 40 110.40 25 176.84 Mtnl@N SPAN 'TRIBUTARY 1nDTHm W1 . 142 2 MINERIKAUSZI 1118U 'ARV 8101 2 • • • •• • •8•••• • •••••• •••• • • •••• •••••• • • •• •• OOOOOO • • • • • • • • • • • PRODUCT MOOED tooplybas with We VW& Fraddlag Cede Amp= Nu r_ -r.'N f•12 Sunshine %Wows Manufdring, . 1745 W. 3rd s Mos P" S9 2 1=3 0 • • 0R • • 0000 ••• • . •• • •••40 ••m. • sga ON RF Doti$ -30 -08 10000 Redskins • • • • •• •-• • • • • • 01445348 ND. SW -01 -07 SHEET 4 OF 7 •••• •� •••• • • ••. • • •0• ••• • • • •0. • ••• • ANCHOR TYPE "A" BYOB BY WOOD 4 1' 23' ALCM. iE 2'x2'21 2 14 S.M.S. (2) EA. AN3, 1'23'•1•X41 2" 24' OR 2'X(ALUN.TUBE ALIN. PANNE 14 SAS. (2) EA. A501E ANCHOR TYPE "B" 1;81 rl asr BY WOOD 4 j 14 STS, 1 1/2' MN. DAIDOMENT 1NT0 WOOD OR 1/4' TAROKS 1 1/4' MN. EMBEDMENT W M CONCRETE, (1) PER AN111E ' tyringsr BY 5000 1/2' 2'8/8 kr x 1 FOR 3' 1NADON 35/8.1N0 20124 15jN 55/8' LONG FOR5'glum tt (2) EA, ANC AE ANCHOR TYPE "C" ALA ANGLE /8' #14 STS. (3) EA MOLE 1'11YOR2'INWOOD BY OTHERS 4' Y x •grAIx1A1. lux / 14 S.M.S. 1 1/2' MML EMBEDMENT INTO WOOD OR 1/4" T2PCOS 1 1/4" TOL EMBEDMENT INTO CONCRETE, (2) PER ANGLE BYO BY1 6 d • # 14 SM,S, 1 1/2' DN. E2 JT INTO 5000 OR 1/4' TAPS 1 1/4 M. EMBEDMENT INTO CONCRETE, (1) PER ANGLE (a)SAS EA. AWE 4. 4,: ALM MGM 1/4 TABS 2' MN. MOMENT NTO CONCRETE 1/2' NOTES 1- MULLION CONNECTS SHOWN ON 7AS MET NE NA TO VERTICAL OR HORIZONT WINDOWS. 2- WOOD SICI( 02 OTHERS MUST BE PROPERLY AND TO IX RODEO MOTORED TO TRANSFER LOID TO THE BY OFU� NOTE ** PROVIDE 2 1/2" MIN, DISTANCE TO EDGE OF CONCRETE IN ANY DIRECTION DETAIL OF ATTACHMENT TO PRECAST SILL 2'x2'x18"ALJM MOM 55//8" LONG FOR MUWON t4 WAS. 3) EA ANGLE Y 14 S.M.S. 1 1/2' MN. EM8O2RNIT INTO N000 OR 1/4' TAPCOPIS 1 1/4 1414. EWE:IMO T INTO CONCRETE, (2) PER MOE 1/4' _T IN 1/4" NCRETE, (2) PER MBE :r d gd • • • k gr� • ••• • • •• • • • •• 1/2' 1/4' W'OO S 1 1/4' MN. • • •. SWEDIENT NM CONCRETE, • • • • (2) PER MSEE • • • • • • • • • • •• • 4. • • •4 • •• • Windows limufacturing, Inc, 1745 W. 33rd Row phfeca31511 811E ,•••• ••• ••• • • • •• • •• •• ••1 • ••I • •d1• • crom8,A RF•4• a'ra 9 -30 -05 " 1/2 ° ®1s••• •• • • --s-• • 4terN Ir ND : —01 —07 ••• • • • ••• • ••• • SHEET 5 OF 7 • • •• •• • • •• • •• • PRODUCT o1wd as sostp=wist the Toter I —I / FRANCISCO HERNANDEZ FLOW DA PE ! 813133 Windows limufacturing, Inc, 1745 W. 33rd Row phfeca31511 811E ,•••• ••• ••• • • • •• • •• •• ••1 • ••I • •d1• • crom8,A RF•4• a'ra 9 -30 -05 " 1/2 ° ®1s••• •• • • --s-• • 4terN Ir ND : —01 —07 ••• • • • ••• • ••• • SHEET 5 OF 7 • • •• •• • • •• • •• • ANCHOR TYPE "A" ALUM. V ctw 4 BY OT BY Nam 1 "X2'02 1 "X3'AdXTUBE 1 /rV CUP WO FOR 2' MULLION 2 5/8' LOC FOR 3° MELON 4 4 14 S.MS. 1 1/4' 1011. MOMENT N'M W000 wawa 0001 CONCRETE, (1) R4 LEG 4 1'BY0R2'8YMOD BY OTHERS *LUM.vCUP ANCHOR TYPE "B" 1" BY CR 2' BY ROOD 4 BY DRIERS 1'X3',1'24° 2'X4'OR 2'28' Witt TUBE %14 S.M.S. 1 1/4" ILL El NT 8410 ROOD OR 1/4' TOWNS 1 1/4" MN. EMEEDNENNT NTO CONCAEIE, (1) PER LEO ALUMINUM V 2 S LONG � 3' MULLION 3 5/8' LONG FOR 4' MULLION 5 5/8' LONG FOR 8° 1111WC 4 4 4 ANCHOR TYPE "C" 14 S.N.S. 1 1/4' MN. EMBEDMENT ORO MOD mentor 8l i'0 / (2) PER4 LEON 1° ITIY OR 2' BY ROOD BY 4 a ALUMNI CLP 3 5/8' LOG FOR 4'MULLEN 5 5/8' LONG FOR 8' MULLION 1 14 S.M.S. 1 1/4' 4401 EMBECMENT EMBEDMENT INTO couCRITE, (2) PER ' NOTE: 1— MUWON CONNECTIONS MOM ON 106 SHEET Ale OPPEOELE . OR NOREONTAL MUUONS. 10 YEMEN 2— WOCO BUCK BY OTHERS MUST BE PRAY MOORED TO TRANSFER LOAD TO TIE STMJCTUFS AND TO BE RED BY BUON O OFFICIAL NOTE 4* PROVIDE 2 1 � DISTANCE TO 1006 OF COK IN DETAIL OF ATTACHMENT TO PRECAST SIII. a • N • r •• • •••••• • 1/4' TAPCONS 3 W•IBN. DEMENT RRDCBNCRETE (2) KR iteb • • • • • • •• • Sunshine Wows IIt1g, 1745 6. 3381 i 308 118 • • • • •• • • &Ivo •°, RF•. Dctn 9 -30 -05 61:41/2 ° .0 1i• •• • Ibvn —•,• • • •• 1391711933 1.07 SHEET 6 OF 7 • • • • ••• • • • ••• • ••• • •• • II • 1•• • • • • • • PRODUCT REML E® R• �;.. rr �'1//// . �7 -! > } PLMI A PE f 81383 &Ivo •°, RF•. Dctn 9 -30 -05 61:41/2 ° .0 1i• •• • Ibvn —•,• • • •• 1391711933 1.07 SHEET 6 OF 7 • • • • ••• • • • ••• • ••• • •• • II • 1•• • • • • • • °u' CLIP (1YPICAL) A 4 75" ,1.125" •••• •••• ••• il, • • • 4.00" ••� •• SECTION AA DETAILS OF MULLION TO MULLION CONNECTIONS FOR 1" WIDE TUBES � ,, . �r. A2 ��� 4)oov 1? �[S b 2 `'I �i11 FE # 51393 �,SW 0 1 —07 SHEET 7 7 OF AVM asatrunernidtbdivadis Attnapasso ROMA � ,, . �r. A2 ��� 4)oov 1? �[S b 2 `'I �i11 FE # 51393 �,SW 0 1 —07 SHEET 7 7 OF