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WS-07-1585Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 08/21/2007 Inspector: Grande, Claudio Owner: WESTON, MICHAEL Job Address: 660 98 Street NE Miami Shores Village, FL Project: <NONE> Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Contractor: QUALITY HOME REPAIRS Phone Number Parcel Number 1132060171810 Lot: Phone: (786)797 -2797 Building Department Comments REPLACE WINDOWS WITH IMAPACT RESISTANT WIDOWS 19 OPENINGS 0 Passed a Inspector Comments CC Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Monday, August 20, 2007 Page 2 of 2 BUILDING PERMIT APPLICA Master Permit No. FBC 2004 BY:SA Permit Type (circle): Buildin g ��l!�I� ��bi�:�r �4�!!ir Roofing Owner's Name (Fee Simple :. s er) °i & Pi- Pt e- +" ' Phone # Owner's Address 6 W9 E q g ). City !: t b bS State P I � 1,�� Zip Tenant/Lessee Name Phone # Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 TI JUL 2 6 2001, s Permit No. Vi S t —t. S Job Address (where the work is being done) VI 15 37 i a City Miami Shores Village County Miami -Dade Zip .731 71 FOLIO / PARCEL # - 320(4- 0 Is Building Historically Designated YES NO Contractor's Company Name 001, l e Nki �.�, Phone # "7gL) 1 ` ' a. Contractor's Address City A/ II f State VL Zip J / 7- Qualifier Name fa t (\j'u w '>Itvjt511t -5 8'5 Phone # State Certificate or Registration No. C 13 c d 2 s-44g1 Certificate of Competency No. Z 3,3 ifra's o- 5, 'I Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 1 �� Type of Work: []Addition Describe Work: ❑Alteration ur Square / Linear Footage Of Work: DNew t neepair/Replace ❑ Demolition ** a * , ** *** ** * * * *, *** * * ** * * * * * ** ** Fees, *, *, *** * * * **** * * * * * ** * * * * * * * * * * * * *** * * ** ** Submittal Fee $ Permit Fee $ ce2-- ©�� 0 CCF $d 0 Z N CO/CC Notary $ Training/Education Fee $ 5.40 Technology Fee $ I 2S— Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 516 _ 6 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 444, all Work awill bel;;Iaorfor#oed - t neet 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 In he absen9e of such posted notice, the inspection will not be approved and a rei ection fee will be charged Owner or Agent The foregoing instrument was acknowledged before me this day of C1`° /2061 , by f7,c, (si) eis who is personally known to me or who has produced .Tj L., . As identii`ic tom arwat NOTARY PUBLIC: B�Bi4fp� °V� Sign: s:c 41. DD347450 2a, AUG, 17, 2003 ath. Print: C b t,--u i My Commission Expires: ? / l f ******** * * * ***ik,t**4e*ak #ilr** ** qtr** *ieir9rie*t,rir** * *irieie******* 9r**, rir******* **4 ir******** *ir #ir****itieir** ** **** ******9rie**** APPLICATION APPROVED BY: 7/87 Plans Examiner !� Engineer Zoning The foregoing instrument was acknowledged before me this ) day of \`J \/ , 20 er, by K c.,N,, who is personally known to me or who has produced f L L.. as identifi o �yv Pe:"-.,11Commission# DD347450 NOTARY PUBLIC: m .V Expires: AUG. 17, 2808 s ®0 ;►o °�� ®r,, WV W.AA.RONNOTARY.com Sign: Print: C j 'el* a My Commission Expires: (Revised 02/08/06) NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO.i`0 TAX FOLIO NO. 1 I ` 3 (a- Ca (, - I l @ tJ STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 111111111111111111111111111111111111111111111 CFN 2007R0786054 OR Bk 25842 Ps 3801; tips) RECORDED 08/08/2007 12:07:28 HARVEY RLWIFdr CLERK OF COURT MIAMI -1'ADE COUNTY? FLORIDA LAST PAGE 1. Legal description of property and street/address: (o S 3 S E c. MYID P. f 5' 111 vv t/a of L vt- Lo+ (a (i K 10 11-0 r �SOOo A 130 oft_ 1��7t.--1- 164T cgq-1 1 2. Description of improvement: R-Z j / Ar-e. ex 5 '. �►'� j w . n d tsar 5 f k ; p Co gs kA.,, ' + v 91,.. _ 3. Owner(s) name and address: pi i C.h A�e. ( INi . W G5 tufo + Th hrty F' . Jb 'e.S G Interest in property: Name and address of fee simple titleholder: 6 (, v n 'G 55- 5 ?' 4. Contractor's name and address: de _ K n dV 5. Surety: (Payment bond required by Name and address: Amount of bond $ COUPIT`/ OF DADS owner from contractor, KNEW CERTIFY that this Is a true opy o ifo- day of origin > filed in 01 s office on 10 O �Y11 N my hand and Official Seal. VIM CLERK, of Circuit and County Courts 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon w 'om notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Comm: cement: the expiration date is 1 year from the date of recording unless a different date is specified) / •00 S Si nature of O • ner Print Owner's Name Ilbc44Y/ fif ** Mendez, Sworn to and subscribed before me this ..5.. •� U C--Z' - ' Cutumissi # DD347 o�og` Expires: AUG. 17,2N3 Address: Notary Public '",%;#„.::,,`":4. ,%; #„ ::,,` w,AARONN6TARY,estm Print Notary's Name �..R My commission expires: . Gr1 vs4y, Prepared by = » iZ '-v5 rte! c.1 ,v 123.01 -52 PAGE 4 5/06 ups- - AAA,. $ll 0'1 1'./ w Property p Weston R S f DJdd aNV ST1f16 A1N110O QN'd 31V1S 1VQ =Cid- 11V H11 flONVIldW00 01103(9f1S ,,,„ 1d30 D018 ldda 9NINOZ Th., 0 A8 G3A0ElcicIV dC iHHA 58JOL S !LUBiAi 808 Window Schedule 1,2 37 x 50 5J8 casement Impact w/muilion bar 3 37x505/8 casement impact 4,5,6,7 35 x 50 5/8 casement impact w /mullion bar 8 37 x 38 3/8 casement impact 9 37x34 moment impact 10,11 37 x 50 5/8 casement impact w/mullion bar ••• 12 • • • • • • - felt 2 § 1/Z casement impact • 13 • • • • • •37.ec 511 5 /8 casement impact 41, 14 • 31jc 50 casement Impact • • 11 • • • • • •37.ic 5419/8 casement impact egress 18 37 x 505/9 casement impact 17 37 x 50 5/8 casement impact egress • 118 • • • • 37x59 518 jasement impact • • 10 • • • • 37 x 51151 c cement impact egress • • • • • • • • • • • • • • • • • • • • ••• • ••• • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • f• •• • • • •• •• ••• • • • ••• • • E 1 8 12 10 & 11 9 N 04444. ItAZ of 02 31 tab 8 S4 .t 23 31 49 31 26 Porch 1 15 14 ddress: 9sidenc 660 NE 98th Street a 16 1 Bedroom Bedroom LWirg Area Bath Bath 1Qthen 1 Bedroom e -41—, r1 [�'28 .:4_7r211 rro s 16 2118 =310 RI 68 31 1 &2 r SY ___ Garage -. — 41 018 0 SW 44-44 . 1882 2118 168 400 Window Schedule 1,2 37 x 50 5J8 casement Impact w/muilion bar 3 37x505/8 casement impact 4,5,6,7 35 x 50 5/8 casement impact w /mullion bar 8 37 x 38 3/8 casement impact 9 37x34 moment impact 10,11 37 x 50 5/8 casement impact w/mullion bar ••• 12 • • • • • • - felt 2 § 1/Z casement impact • 13 • • • • • •37.ec 511 5 /8 casement impact 41, 14 • 31jc 50 casement Impact • • 11 • • • • • •37.ic 5419/8 casement impact egress 18 37 x 505/9 casement impact 17 37 x 50 5/8 casement impact egress • 118 • • • • 37x59 518 jasement impact • • 10 • • • • 37 x 51151 c cement impact egress • • • • • • • • • • • • • • • • • • • • ••• • ••• • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • f• •• • • • •• •• ••• • • • ••• • • E 1 8 12 10 & 11 9 N 04444. ItAZ of Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: 62' (P® LIE /Ts/ Permit No. 07- z r Opening Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shutter Required Mullion Required impact 1D or Door or Mullion Number Design Pressure Pressure Size Yes / No Yes 1 No Yes / No ( +) PSF (-) PSF (+) PSF (-) PSF 3 C45 •`,`l - -ri- CSC - 9- / G (n I' f-4, '- ro 3 ' / /-,e 0 � � e. s F' e-4'5 °zr-i --,/ 7— 6 ~ ® 6 1 ea - 6-® "3 t' ,,- J t=(• 0. °Z'°"�s r 0 , S << tr ,p6 o« .o 6, 11 S--e-- - b-c, 3rd 35 .g.s ® y- tS ®0g / / ( , t ,fl `� 1 <i r., ' .570 3 r pr-...5-1 1 0 ?" -_C � -5 A )- " e r \6 ( 'fl e ,r• J ir .n' > 7 �„, -q o `.` — s- -,,i 0� ®/ .._,_c ® j e, \a , r 1. rI .� 3T .5 / 7'f �' / ,,- d 0 e '€ s° /.� esyej ¢ / 4 T^Q� ..--5.-i/.. as ''e PI o Pr 3 r�xe- f "-1 �' '® (% e 5 l 6 L_,,;=_.,2_, rj4,.l7 !l 1e 0 r( 3 fr _l f )--1 a ms 6d2'® 7 5 s 7 c-- 5,L7-.555 .fl e 'V ,. 36- 3 ! Y-io /}c'a °e S r C. 60- S el-7 --e.-e -r at ,r o.. se 3 if- er 5- / 'yam -Q'/ 0 ,'( 0 /� �5/'2_e- ‹g u , r -v et 3 - i /4 a 0 y e3 Oilbaa • • • • •••• •• • • • • •• • ••• • • • •• ••• • • • •••• •• • • • • • • •••• • •• ••• 0 ..S • • • ••• •'• •• •• •• ••• • • • • • •.• ■ • •••• • • • • •• • o•• • •• • • •• • •• • ••• • ••• • •• • •• • • • • • • ••• • ••• • MIAMI•bE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Traco Windows & Doors 71Progress Ave. Cranberry Township, PA 16066 SCOPE: • • •• •• • • • • • • • • • • • ••• • • • ••• •• • • • • • • • ••• • • • ••• • • • • ••• •• •• • • • • • • • • • • • • • • • • ••• NIIAMI DADE COUNTY, FLORIDA 10 Rt- MDE tir4GLIn BUILDING alto 'GItEST iiL$t tiET'%, SUITE 1603 • :VIIANII, VIM:DA 33130 -1563 (305) 375 -2901 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 (AHD. 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 AH) 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: Series "C1200/1000 Aluminum Casement Window - Impact APPROVAL DOCUMENT: Drawing No. 06- TRA -M02, titled "Series C1200 /1010 Aluminum Casement Window", Sheets 1 thru 3 of 3, prepared by Engineering Express, dated 06/19/06, with last revision on 10/19/06, signed by sealed by Frank L. Bennardo, 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 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 revises and renews NOA # 01- 0606.03, and consists of this page 1 and evidence pages E-1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. Su'' ofy NOA No 06-0706.18 Expiration Date: January 10, 2011 Approval Date: November 30, 2006 Page 1 • • ••• • • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• Traco Windows & Doors, Inc. • ••• • • ••• • • ••• • • • • • • • • • • NOTICE OF ACCEPTANCE: EVIDENNJSUBMPI°1' + D, • • • • • • • • ••• • • • • • A. DRAWINGS 1. Manufacturer's die drawings and sections. •• • • • •• ••• • •• • 2. D r a w i n g No. 06-TRA -0002, titled "Series C1200/10b0 A l j 4 •asiement Window ", Sheets 1 thru 3 of 3, prepared by Engineering Expr6. , &Addd 066//199/ 16,Vith•fast revision on 10/19/06, signed by sealed by Frank L. Bennardo, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94. 2) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94. 3) Water Resistance Test, per FBC, TAS 202 -94. 4) Forced Entry Resistance Test, per AAMA 1302.5. 5) Large Missile Impact Test, per FBC, TAS 201 -94. 6) Cyclic Wind Pressure Loading Test; per FBC, TAS 203 -94. along with installation diagram of an XX configuration 74" wide by 50 5/8" high aluminum casement window glazed with 5/16" annealed Saflex IIIG, prepared by Fenestration Testing Laboratory report No. FTL -2794, dated January 29, 2001, signed and sealed by Luis Antonio Figueredo, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94. 2) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94. 3) Water Resistance Test, per FBC, TAS 202 -94. 4) Forced Entry Resistance Test, per AAMA 1302.5. along with installation diagram of an XX configuration 74" wide by 63" high aluminum casement window glazed with 3/16" annealed glass, prepared by Fenestration Testing Laboratory report No. FTL -2886, dated November 27, 2000, signed and sealed by Jose Antonio Acevedo, P.E. 3. Test reports on: 1) Air infiltration Test, per FBC, TAS 202 -94. 2) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94. 3) Water Resistance Test, per FBC, TAS 202 -94. 4) Forced Entry Resistance Test, per AAMA 1302.5. 5) Large Missile Impact Test, per SFBC, TAS 201 -94. 6) Cyclic Wind Pressure Loading Test, per FBC, TAS 203 -94. along with installation diagram of an X configuration 37" wide by 63" high aluminum casement window glazed with 5/16" annealed Saflex IIIG, prepared by Fenestration Testing Laboratory report No. F1'L -2781, dated January 16, 2001, signed and sealed by Luis Antonio Figueredo, P.E. 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94. 2) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94. 3) Water Resistance Test, per FBC, TAS 202 -94. 4) Forced Entry Resistance Test, per 1 E -1 Jaime D. I P.E. Chief, Product Control Division NOA No 06. 0706.18 Expiration Date: January 10, 2011 Approval Date: November 30, 2006 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• Traco Windows & Doors, Inc. • ••• • • ••• • • • • • •. • • • •• ••• NOTICE OF ACCEPTANCE: EVIDENeSUH D • • • • • • • • ••• • • ••• • • along with installation diagram of an X configuration 37" wide by 63" high aluminum casement window glazed with 1/4" annealed glass, ptepirell la FenostZa$on :resting Laboratory report No. FM-2878, dated November 2' lal0 ,• signed ar j sealeli by Jose Antonio Acevedo, P.E. • • • • • • • ••• • • C. CALCULATIONS 1. Revised Anchor Calculations and, prepared by Frank L. Bennardo, P.E., and Consulting Engineer; dated 10/19/06, signed and sealed by Frank Bennardo, P.E. Complies with ASTM E1300 -02 No 1/3 stress increase used in anchors into masonry or steel substrate. D. QUALITY ASSURANCE 1. Miami -Dade County Building Code Compliance Office. E. MATERIALS 1. Notice of Acceptance No. 06- 0216.06, issued to Solutia Inc. for "Saflex IIiG Clear or Colored Interlayer" dated 05/04/06, expiring on 05/21/112. F. STATEMENTS 1. Statement letter of no financial interest, dated 06/21/06, signed and sealed by Frank Bennardo, P.E. 2. Statement letter of conformance, dated 06 /15/06, signed and sealed by Frank Bennardo, P.E. G. OTHER 1. Letter from the consultant, dated 10/27/06, stating that the product is in compliance with Horida Building Code (FBC). E -2 Jaime D. Gascon, ' .E. Chief, Product Control Division NOA No 06-0706.18 Expiration Date: January 10, 2011 Approval Date: November 30, 2006 SURFACE APPLIED FALSE MUNTINS OPTIONAL = FRAME WIDTH - 1 7/8° D.L.O. = FRAME WIDTH - 63/4° 11 / N� II / r -L, __-L ^J L : ^__J L- / giax' -T t TYP ANCHOR LOCATIONS, QUANTITY PER DESIGN LOAD SCHEDULE (1) TYPICAL ELEVATION EXTER ELEV 1 SURFACE MOUNTED LEVER TYPE LOCK, (2) PER UNITTYP 19 1/8' 26 1/2' 37' 26° 2 2 +80.0 psf -80.0 psr 2 2 +80.0 psf -80.0 psf 3 ■ 3 +80.00.0 _ 19 1/8° 3 I 2 +80.0 psf -80.0 psf 261/2" 38 3/8" 3 2 +80.0 psf -80.0 psf 37' 4 2 +80.0 psf -80.0 psf 19 1/8" 4 2 +80.0 psf -80.0 p5f 26 1/2" 50 5 /B° 4 2 +80.0 psf -80.0 per 37° 5 3 +80.0 psf -80.0 psf 09 1/8' 4 i 2 +80.0 psf -80.0 psf 26 1/2° 63" 5 . 3 +80.0 psf -80.0 psf 37° 6 3 +73.5 psf -73.5 psf 19 1/8° 74 1/4° 5 i 3 +80.0 psf -80.0 psf 261/2° 6 3 +62.2 psf -62.2 par NOTES: 26" HIGH WINDOWS TO HAVE ONE LATCH ONLY GENERAL NOTES: 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING CODE, HIGH VELOCITY HURRICANE ZONES, MIAMI -DADE COUNTY PROTOCOLS TAS 201, 202 & 203, AND ASTM E 1300 -02. 2. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd =1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A306- SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. 4. MULTIPLE UNITS MUST BE INSTALLED USING MIAMI -DADE COUNTY BCCO- APPROVED STRUCTURAL MULLIONS. 5. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE • • • si INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM • • • THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. • 6. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE DUSTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS BY •••• • • •••• ••• • • • •• • OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE •••• • • • • • • • • EXISTING STRUCTURE. 7. PANELS GLAZED WITH 5/16° or 7/16° LAMINATED GLASS (LAMINATED •••• s • • BY 'DUPONT' OR 'SOLUTIA') ARE LARGE MISSILE IMPACT RESISTANT AND DO • • • • NOT REQUIRE IMPACT RESISTANT SHUTTERS. • • • • 8. EXTERIOR SEAM OF FRAME CORNERS SEALED WITH SILICONE. VENT & • • • • • • FRAME CORNERS SEALED WITH SEALANT. 9. ALL EXTRUSIONS SHALL BE 6063 -TS ALUMINUM ALLOY, UNLESS NOTED OTHERWISE. • • • 10. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED.* • •••• • • • M eoweboosOltbei 6 a Z. •• tti U • Q • • si•• R•• �•• • ••••® • MO •• Li-s• • • • tS� • • • 4s J OQ® i PA08 Mi� "- ANCHORS PER ANCHOR SCHEDULE, SPACED PER TYP ELEVATION & DESIGN LOAD SCHEDULE (OPTIONAL) SILICONE 1/4° x 1/2" x 1/2° SETTING BLOCKS (USE AS REQUIRED) 2 TYPICAL SECTION 2 6" = V -0° HORIZ SECT 1/8° ANNEALED GLASS 0.090° PVB INTERLAYER 1/8° ANNEALED GLASS Ix OR 2x WOOD BUCK (OPTIONAL) ANCHORS PER ANCHOR SCHED, SPACED PER TYP ELEVATION & DESIGN LOAD SCHEDULE 6° a 1, -0° EXISTING HOST STRUCTURE VERT SECT SILICONE NOTE: GLAZING MAY BE LAMINATED BY DUPONT OR SOLUTIA. 10 5/16" GLAZING DETAIL 1:1 VERT SECT ANCHOR SCHEDULE: • TO HOLLOW BLOCK OR CONCRETE; 1/4° TAPCONS (ELCO OR 1TW) THRU WOOD BUCKS OR DIRC -QTLY INTO MASONRY /CONCRETE WITH 1 -1/2° MIN EMBED. • TO WOOD BUCK OR HOST STRUCTURE: 1/4° TAPCONS (ELCO OR ITN) WITH 1 -1/2" MIN THREAD PENETRATION. • TO STEEL OR 6063 -T5 OR 6063 -T6 ALUM MULLION: 414 SMS OR 114° SELF- DRILWG METAL SCREWS (1/8" MIN TMCKNESS). SILICONE 1/4" x 1/2° x 1/2° SETTING BLACKS (USE AS REQUIRED) 3/16° ANNEALED GLASS 0.090° PVB INTERLAYER 3/16 " ANNEALED GLASS SILICONE NOSE: GLAZING MAY BE LAMINATED BY • • • • DUPONT OR SOLUTIi6 • 7/16" GLAZING [3ETAfI• :1 ©eiFT SEC" ANCHOR NOTES: 1. ENSURE MINIMUM 2 -1/2" EDGE DISTANCE FOR ALL ANCHORS TO CONCRETE (MIN. 3 Ksl) & TO HOLLOW BLOCK (MIN. 1.5 Ks1). EDGE DISTANCE OF 1° I5 ACCEPTABLE FOR • • ANCHORS TO STEEL OR ALUMINUM. • • • •••• 2. WOOD ANCHORS SHALL BE INSTALLED WTTH 1" MIN • • • • EDGE DISTANCE. WOOD STUD SHALL BE °SOUTHERN PINE" G"'0.55 OR GREATER DENSITY. • 3. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR. • • •••• SCHEDULE. MINIMUM EMBEDMENT AND EDGE DISTANCE • • EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINLSHES• moottawitapio • • 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH • t•fr/( MANUFACTURERS' RECOMMENDATIONS. • • • • • 5. WHERE EXISTING STRUCTURE I5 WOOD FRAMING, ... I .r ,_ • EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT ! 'Il/TJ.. • • FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT INTO PLYWOOD. ••• • • • •• • • •• • • • • •• ••• • • • • 3 d 1 • • ••• • ••• • • ••® •• in • ill= ■■•■■■ 06 -1RA -0002 601 sate, PA08 AeetPTlo■ 1 1 AD NC417 1 &ULS W 7 - 1 / CORNER FRAME CORNER KEY ALUMINIUM ' 8 - 2 / VENT 4 BAR HINGE, AT TOP & BOTTOM STEEL TRUTH ATTACHED W/ (6) S8 x 3/8° SS SMS 9 2 / VENT FACE MOUNT LOCK STEEL AT 13 -1/2° FROM TOP & BOTTOM 10 - 2 / VENT 0.110° THICK LOCK KEEPER, AT FRAME IAMB FACING LOCK STEEL ATTACHED W/ (2) S10 x 3/8" SS SMS 11 - 1 OPERATOR HANDLE STEEL TRUTH ATTACHED W/ (2) #8 x 3/8° SS EMS FRAME CORNER ASSEMBLY N.T.S. EXPLODED ISOMETRIC 0.437" O3 VENT CORNER ASSEMBLY N.T.S. EXPLODED ISOMETRIC 2.316" 0 FRAME 1:1 0.078"-. 1.413° 2.131° 0.078 " -• �GLAZING BEAD 1:1 0.500° }-0.532° / \�L���/ VENT C) 1:1 1.599" • • • • • •• • o•••• L • • •••• • • •• •• •• • • -- — , ,r.,,.. • :.R, • a - • Wake •••• • • •••• ••• • • • •• • •• • • • • • •• ••• • • • • T3 •.t d • ••s • ••• • ••g ••IN • O1 MIAMI COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Sunshine Windows Manufacturing, Inc. 1745 W 3314 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 hasten reviewed by Miami -Dade County Produc • • •• •• • • • • • • • • • ••• • • • • • • • • • • ••• • • • ••• • • • • •. • •• • • • • • • • • • • • • • ••• • • • MIlNII- Dt4I*E CUINT16 ILOkA • • 1RO Dt3BE F ,AGLER�BVILDING 140 NV SI FLAGLWR STREET, SWITA 1603 MIAMI, FLORIDA 33130 -1563 •(3.0513 7.5 -2.01 • FAX (305) 375.-2908 • • w:birjldanQ'c&b onfue.COm •• • • • • • ••• •• • 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.I. 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 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. NOA No 06-0214.02 Expiration Date: January 25, 2012 Approval Date: February 22, 2017 Page 1 • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE. I ISI1T 1 D•' : • • • • • • • • • • • • •'• ••• ••• • ••• • • ••• • • • A. DRAWINGS .. • .. ... .. 1. Manufacturer's die drawings and sections. ••• • • • • • • • • • 2. Drawing No SW- 01 -07, Sheets 1 through 7 of 7, titled `=Ali gn Tube Mull an', dated 09/30/05, prepared by manufacturer, signed and % aldd. by Prancisco Hernandez, P.E. B. TESTS IA Y 1 1 r Al C TAS 201 -94. 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 -1 404 : ��/► Manuel erez, P Product Control NOA No Expiration Date: January 25, 2012 Approval Date: February 22, 2007 GLAZING UNIT. SEE NOTE 1 OF GENERAL NOTES VERTICAL PROCEDURE FOR MULLION SELECTION 1. DETERMINE DESIGN PRESSURE BY COMPUTING THE WIND LOAD tN PSF ON MUWON AS PER FLORIDA BUILDING CODE. 2. USE TABLES ON SHEETS No.2 AND 3 TO DETERMINE THE MUWON 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. VERTICAL MULLION APPLICATIONS GENERAL NOTES: HORIZONTAL 1. MUWONS SHALL BE USED ALONG WITH MIAMI DADE APPROVED GLAZING UNITS. 2. TUBE MATERIAL SHALL BE ALUMINUM ALLOY 6063 —T5. 3. FOR DETAILS OF ATTACHMENT BETWEEN MUWON AND STRUCTURE REFER TO SHEETS No.5 AND 6 OF THIS PRODUCT APPROVAL. 4. DESIGN PRESSURES SHOWN ON GRAPHS ARE BASED ONLY TUBE STRENGTH. NO CONTRIBUTION OF ATTACHED GLAZING ARE CONSIDERED. • • • • • •• • • ON UNITS, •••• •♦ • •• ••• •• • • • • • • • • • •• • • •• .. RP• � en ••••9_,A-Ara. /2 "=1` •• •• Rolston: • •• •• •• pre O1 —0Z • • SHEET :. 1 :OF 7' • • • • • • • • • •• • • •• •• • • • • • •• • • •• •• • • PRODUCT on coo*** with nbs Florid* - Boo /41c /X!.,12 Ili . .0, , II • • - • • ••/ "1,'. 1- .- - 9 FR*12010:1•11PRIWIDEL FLC E # %t3B.1 • • i • • • • • • •• • • •• .. RP• � en ••••9_,A-Ara. /2 "=1` •• •• Rolston: • •• •• •• pre O1 —0Z • • SHEET :. 1 :OF 7' • • • • • • • • • •• • • •• •• • • • • • •• • • •• •• • • 1x2 40 8&19 30 11759 20 17859 50.63 90 80 70 80 25.81 50 30.73 40 30 20 38.42 5122 78.84 5650 0 0 70 60 50 40 30 20 28.38 3788 58.78 63.0 0 69 70 60 0 40 20 098 103 tN.W 40 179.57 30 239.43 20 359.14 90 45.88 80 51.59 70 58.98 60 88.79 082.55 40 103.19 30 137.58 20 08.38 90 35.08 80 40.58 70 48.38 554 50 84.90 40 81.13 30 105.17 20 18228 90 25.32 0 28.49 70 32.58 0 37.89 50 45.58 40 58.69 30 75.97 20 113.10 1x3 3481 84.00 96.0 30 20 90 80 70 69 50 40 30 20 90 0 70 0 50 40 30 48.41 86.61 3205 48.08 32.21 900PIRATE FOR WIERMEDIATE W.UES OF SPAN APB) /0R TRIBUTARY WON TO DETERMINE DEMI PRESSURES. 1x4 56.00 63.0 7425 40 185.71 30 220.85 20 331.42 90 8020 80 67.73 70 77.40 80 90.30 50 108.38 40 135.45 30 169.81 20 270.91 90 47.57 80 53.51 70 81.18 60 7135 60 8552 40 10783 0 142.70 20 214.05 90 33.13 80 37.27 70 42.59 60 49.69 50 6953 40 74.54 30 69.38 0 149.07 %4 51.48 98.00 108.00 30 20 80 80 70 0 00 40 30 20 90 80 70 60 69.64 10285 27.59 34.49 45.0 30 32.28 44 VERTICAL MULLION OIAZI4G PRODUCT MAVIS P40OUC PRODUCT MUTIJON SPAN TR691TMY WIDTI1 WI a 90 TRIBUTARY WITH= WI + va 2 • • • •••• • • •••• • • • ••• ••• • • •• • • •• • • •• •• RF oo•• 9n Doan • 9 -30 -05 i • • ow* IBS •• • R•visbnt Rdl•• • • DAww a ao. •ASM 01 -07i SHEET '~a dr 7 1 • • • • ••• • •• ••• • ••• • •• • •• ••• •' • • • ••• • 2 X 4 OU 16446 40 24195 30 322.47 20 483.70 5820 90 87.88 50 9830 70 112.97 60 131.79 50 15&15 40 197.8 30 28399 20 3 8,00 90 69.42 80 76.10 70 89.28 60 104.13 124.96 40 15620 30 2827 20 312.40 74.25 90 4835 80 54,39 70 62.16 2 X 4 40 75.13 30 100.17 20 150.28 9820 90 80 25.19 70 28.78 60 33.55 50 40.28 40 50.33 30 67.11 20 10016 90 00 70 60 50 28.28 40 35.35 30 47.13 20 70.70 90 80 10 BD 72.32 60 87.02 120.8 50 40 108.78 30 145.04 20 21796 40 25.71 30 34.38 20 51.54 NOTE: O IERPOIATE FOR BITERMEOUJE VALUES OF SPAN N40 /194 TRORRARE VERN TO OETERAOIE OESON PRESSURES. 2 X 6 214.43 30 285.91 42897 74.25 00 6691 80 77.19 70 8.21 102.92 50 123.50 40 154.38 30 205.83 84.00 20 90 38.75 53.61 00 00.21 70 8&82 00 00.41 50 98.49 40 30 120.82 160.82 20 241.24 98.00 90 41.04 80 48.17 70 52.77 80 61.57 50 73.88 40 9235 30 123.13 184.70 2 X 6 30 20 120.00 00 80 70 50 40 30 20 72.97 97.29 14593 28.27 29.55 33.77 39.40 47.28 8.10 78.8 11821 13220 90 00 1 70 00 00 40 30 20 32.56 *08 4895 65,13 97.00 14420 90 80 70 BO 40 30 27.38 32.81 4194 54.73 8229 VERTICAL MUWON O1.000 PRODUCT MULLION SPAN TRIBUTARY VBD1H® W1 t VW Ypi2 TRIBUTARY 02,51...11_2_92 2 1d'RfIG WgiViN • • • • •• • • • • • •i ••• ••• • • • ••.. •• • • • • • • •• •• • 949930 %Ram RF• 0•et•9- 30 -05; .T • • • • •• • dAIMNa fi - 01 -0; •Sh1EET '4 QF7 • • •• • • • • • ••• • .• • •• ••• •• • ••• • ... • A &D 60 92.05 38.38 40 138.07 20 27&14 55 64.42 50 63.74 6023 30 139.57 74.00 40 7181 30 95.48 98 143.22 84.00 39 64.70 30 84.11 2D 128.17 20 209.35 34 94.94 51 85.24 A & D 98.00 30 73.59 50 74.37 57.00 30 123.99 20 185.94 83.00 52 84.70 40 84.11 30 112.15 20 16833 20 110.40 30 65.42 198.00 25 78.51 20 98.13 NOTE: INTERPOLATE FOR INTERMEDIATE ALUES OF SPAN AND /OR TRIBUTARY WIDTH TO DETEMONE CBSIGN Pte. 8.0 &E 70 119.93 5983 80 139.57 48 174.48 85 9750 70 10625 57.00 59 123.98 50 148.75 42 177.98 85 79.17 65 10353 6340 50 134.58 38 17748 85 59.27 70 84.11 72.59 50 117.78 33 178.42 84.00 85 59.37 70 72.10 50 100.94 28 174.03 65 51.95 70 83.09 6840 50 88.32 40 110.40 25 178.84 0.0 & E 70 58.98 1,59 50 78.51 40 98.13 22 178.42 12020 85 41.59 70 50.47 50 70.98 4040 30 117.78 20 175.94 13240 78 41,17 70 4528 50 84.21 40 8619 30 107.05 20 160.58 14440 73 40.33 60 49.07 50 58.88 40 73.80 59 98.13 20 147.20 ViRTIGL 6UL UON GIAZING PRODUCT IMAZINO PRODUCT MULLION SPAN TRIBUTARY Wmn#+ W2 2 iNEMLNIALEV TREUTARY WlD*1 2 • • 16TiI tl10106 • • • •• • • •••• • • • •••• • • •• •• •' •1 • •.• • • • •• RF •' Drown Ey; Daral 9-30 -O5. • •• • • • Swim 01I • •• •• ••• • Re•e • • • • atom too. SIVI- •01 --070 IETEET TcF 7 i • ••• • •• ••• • •.• • • • • • • • ••• • • 4' G 1' X 3' ALIAf. TUBE °X2'X18' 2 5 LONG (2) ANGLE 4 1 °X3',1'X4 Yx4 °OR2°XB+MUY.TUBE 4 4 # 14 S,MS. 1 1/2° MMI. EMBEDMENT INTO WOOD OR 1/4' TAPCONS 1 1/4° MN. EMBEDMENT INTO CONCRETE, (1) PER ANGLE OTHERS • BY WOOD 2 2`N118" X ALUM. ANGLE FOR 3' MUUJON 3 5/8' LONG FOR 4' MILLION 5 5/8' L000 FOR 8' MUUON (2) EA. ANGLE 4 4 1 °x4 °, X4' OR 2' x ALUM. TIM / 14 S.YS. 1 1/2° MIN. OBEDIENT 850 WOOD OR 1/4° TAPCONS 1 1/4' MIN. EMBEDMENT POD CONCRETE. (2) PER MOLE 1' BY OTHERS BY WOOD ' 4 . 4�0 / 14 S.M.S. 1 I/2° MN. 1LENT RMO WOOD OR 1/4' Tom 1 1/4 MCI. EMBEDMENT INTO CONCRETE, (1) PER ANGLE (2) .11.5. EA. ALUM. ROLE 1/4' TAPC6 2' MIN. EMBEDMENT WT0 CONCRETE 1/2' NOTES 1- MILLION CONNECTIONS SHOWN ON 1185 SHEET ARE APPLICABLE TO VERTICAL OR H0112fx4TAL MUWONS. 2- W00D BUCK BY OTHERS MUST 80 PROPERLY ANCHORED TO TRANSFER L etD TO THE STRICTURE AND TO BE REVIEWED BY 8U2DOki OFFICIAL NOTE ** PROVIDE 2 1/2° MN. DISTANCE TO EDGE OF CONCRETE IN ANY DIRECTION DETAIL OF ATTACEILKENT TO PRECAST SILL 3 5/8° LONG FOR 4' MULLcN 5 5/8' LONG FOR 8' MULLION / 14 S,M S. 1 1/2' INC EMBEDMENT INTO WOOD OR 1/4' TAPCO16 1 1/4 MO4. EMBEDMENT INTO CONCRETE, (2) PER ANGLE T4 S.M.S. (3) EL NW 1 4° 0A CONS 1 1/4' 194. PRO (2) PER ANME CONtS91E, m Tii c tito apt 6,411 .21 w •••• t.+ 1 /2° • • • • •••• •••J 1/4° TAPCONS 1 1/4° T9.4,• • EMBEOND 1' INTO COTE. (2) PER ANGLE • • ••• • 1 • •••• • • •••• •• RF•••. la•n 11 * oaten 9 -30 -Qp• • ••• 1/4° ..1. • • •••• aexdene • • • •••• • • •• •••• DRAM Nal - 01 -9;i • •• gHEET • • 5 :OF 7 • • • • • •• • •• • • • • •• • • • • • •• • REYU4ED appompkigs with es 6:91993 SOWS GI* htgePetane P: ° r/ .r • • • • • • • Carr •0"4. /.,1�� , 2 • PEE' f • • • •• •••• DRAM Nal - 01 -9;i • •• gHEET • • 5 :OF 7 • • • • • •• • •• • • • • •• • • • • • •• • 4 rx2'OR r x 3° ALUM. TUBE ALIBI. V cup 1 5 /IT' LOBO FOR 2' MULLION 2 5/8' LONG FOR 3' MUWON 4 , rx3 °,1'X4' 2' 24' OR 2°XrALTM.TUBE # 14 S.M.S. 1 1/4' N. EDIT AWL INTO WOOD OR ' TAPCONS EI ENT INTO /CONf�TE, (1) PER4 +LEG '1'BYOR2'BYWOOD Elf OTHERS #'14 S.M.S. 1 1/4° MBi EMN:OIEIT INTO WOOD OR INTO E/ MBEDMENT CONCRETE, (1) Pe LEG 2 5M LONG FOR 3° MULLUI 3 5/8' LONG FOR 4' MAIM 5 5/6' 1080 FOR 6' MULLWN '4 a 012° x'6.N.UM. 1484E • 14 SJLS. 1 1/4' 881. DMIIENT INTO %DOD OR EIBEDIIEIR INTO 1/4' CONCRETE, (2) 201 LEG BY BY 13Y WOOD 4 33 S LONG FOR 4' MULLION 5 5/8' LONG FOR B' MULON S 14 S.M.S. 1 1/4' MK EMBEDMENT INTO WOOD OR ° PECONS 1 1/4° MIN. EMBEDMENT INTO / CONCRETE, (2) 801 LEG NOTES 1- MIALION CONNECTIONS SHOWN ON THE SHEET ARE Ai 1D VERTICAL OR HORIZONTAL MULLIONS. 2- N000 BUCK BY OTHERS MUST BE PROPERLY MAD TO TRAMPER 1080 TO T1IE STRUCTURE AND TO BE RUSTED BY SWINT, OFFICIAL NOTE ** PROVIDE 2 1/2° MIN. DISTANCE TO EDGE OF CONCRETE 24 AMY DIRECTION DETAIL OF ATTACHMENT TO PRECAST SUL 1/4° SPOONS 1 1/4° 101. EMBEDMENT ND CONCRETE, d 10 1/4' TAPCONS 1 1/4' MN. EASEMENT INTO CONCRETE • (2) PER LEG • • • • • • • •• • •• • •••• • • ••• •• • • • • • • •• • •• •• I ••= 1 i•m eK 8 -30— y 1 /2 " ='i6 •• ••• &wistaria V • ••• •R•M ai: •• ••• OWNS Ma —01 —WA • tHEET :• 6 :OF 7' • • • • • • • • • • •• • • • •• • • •• •• • • •• • • • • s PRODUCT RIND= • • • s eseomplitrlaaerkeklx ANEW ,_ ! ON '4" •, .. FuNSWIPpE t %1393 •4 • • • • •• • •• •• I ••= 1 i•m eK 8 -30— y 1 /2 " ='i6 •• ••• &wistaria V • ••• •R•M ai: •• ••• OWNS Ma —01 —WA • tHEET :• 6 :OF 7' • • • • • • • • • • •• • • • •• • • •• •• • • •• • • • A4 SECTION A.A 4" "U " CUP (TYPICAL.) A 4 • • 1.219" . •. 4.00" ••• •• ALUMINUM "U" CLIP FOR 1" WIDE TUBES "V" CLIP FOR 1" WIDE TUBES DETAILS OF MULLION TO MULLION CONNECTIONS FOR 1" WIDE TUBES "V" CLIP FOR 2" WIDB jPfJ IES ae •.i a' • c pra0- 1 MI aal ••••• • •• ••• • •• RF•• r,er •Dodo 9 • • scw1 /2" =1� • •• •• • • •• gyp• •wc •• •• 1 r • P701—** `SHEET �• r7 :OF 7• • • •• • •• • • • • •• • • •• • •• • PPi1C7 R•�YL�D 1� 1.. • Q� 46oW /iry� 2a/'1 • • • • • • /j /%7�f1 • �'_�„'i ramcr3oo natters d 11+393 • 1 r • P701—** `SHEET �• r7 :OF 7• • • •• • •• • • • • •• • • •• • •• •