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WS-07-464Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Nu INSP-42 Number:' S- 7 Inspection Date: 05/09/2007 Inspector: Grande, Claudio Owner: O'CONNOR, JAMES Job Address: 746 95 Street NE Miami Shores Village, FL Project: <NONE> Contractor: HOME OWNER Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement �I- Block: Phone Number Parcel Number 1132060141900 Lot: Building Department Comments replacing old windows with new windows. existing shuttes but will be replaced by a new ones on a separet permit MAY 0 9 2007 i > Passed / Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Wednesday, May 9, 2007 Page 1 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION MAR 0 8 FBC 2004 BY: ..... ............ 04)D6l WctiratUa' CabL.: Permit No. r YJS 7-4dk Master Permit No. Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) -,14,70g..5 (2 C.orri,.iwc_. Phone # 305-- 763 _6 9f,3C Owner's Address 7414, /tie. 9:51; 17 T City O-,1/ 6itlen'gb State /%c7tfi!4 Zip _33/08 Tenant/Lessee Name Phone # Job Address (where the work is being done) %'47 / J q6-74 67T City Miami Shores Village County Miami -Dade Zip 3 5136 FOLIO / PARCEL # Is Building Historically Designated YES NO ✓ Contractor's Company Name /li/ b# OtA. tr • Phone # Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect /Engineer's Name (if applicable) /1476- Value of Work For this Permit $ Type of Work: ['Addition Describe Work: Phone # Square / Linear Footage Of Work: ['Alteration DNew 6?4,-tr, 12(Repair/Replace ❑ Demolition ********* * * ** * * * *** * * ** ***** ** ** *,* ** * *, Fees*****,********** * ** ** * * * * * * ** *** ** * *,* *,* *** * ** Submittal Fee $ Permit Fee $ jc ,'3 CoU� CCF $ L! CO /CC Notary $ Training/Education Fee $ . tY. Technology Fee $ S Scanning $ — Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $252). 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 Owner or Agent Contractor The forego' g instrument was acknowledged before me this f� p The foregoing instrument was acknowledged before me this day of lift 20 II , by ccrI 4 t v (}y o togil0✓ , day of , 20 , by , who is personally known to me or who has produced r. PYtrki'TJ who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) Sign: Print: My Commission Expires: - i Plans Examiner Engineer Zoning Sales Contract Slate Rep.: Property Owner: Job Site Address: Home* # # Other ger GEMA CONSTRUCTION, INC. LICENSE #: CGC1508350 2620 NE 41 Street Circle, Homestead. FL 33303 Pleases ;Forward NI Mail To: 8306 Mills Drive Suite 276 Kendall, Fl 33183 -4838 786 - 355 -6087 / Fax: 305-264-6343 Toll Free: 1 -888- 551 -4727 Cofer ' RO.A. Contra # Prodtxt This Seem Contract hi soblect to :term. on the VOV011110 Bide t ieui TYds Sete* +CO kilnthw onmodetie M between pewees and no terms, ceenclitiarie. `payments or Work ehali be excepted of AHIw pmY AMMO! Ws expreersty provided for herein or by written amendment H Notes H Notes 2 17 18 3 19 4 20 S 21 6 22 7 23 8 sx 24 9 25. 10 26 11 27 12 28 13 29 14 30 13 3.1 16 32 Extra charges wal apply to any work not specified . on this Sales Contract Special MYERS MIT TO CANCEL Either Selmer POR80380r may aulC01 0181 Sides Contract by proakOng eaten no :by tertified er.legleeted mat Thie notice that the sales Cant act is cancelled and nuf8t bede%Mered f7r postmarked beleatifildhlettafitiethed busbies* day ahar;exeauGofroftlgs SAO Colt. The seer may not kerma-craw/pad cddaposit Ueda Sake Coribsiitisouneiod, • Ekednese D a y ' is Mead-seal c a r days, sear* Sundays and 0161e0 ho aset forth es Selma ESA xo s*ed;tn three copies one copy deity* to OnOniceittielniebY accnotedged by Purchaset NOTICE TO GWIt Do notsipnthlBSa6esC{ protect your - cosde bet on H Purenaaer:_�� Pmt Name: „ Tou ere entitled to a: oopy.of Steles Gordian at the tlfnet`DtI. *SS. - Kees" to :Contract nosy contain e or cosines � on your s tht pay. esa»e uMa � of the C ins you Seller Pere* Fee: 10% .. ' NOTICE TO GWIt Do notsipnthlBSa6esC{ protect your - cosde bet on H Purenaaer:_�� Pmt Name: „ Tou ere entitled to a: oopy.of Steles Gordian at the tlfnet`DtI. *SS. - Kees" to :Contract nosy contain e or cosines � on your s tht pay. esa»e uMa � of the C ins you Seller VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT NAME: Ni 6� C.0i1..air-__ • DATE: 2.- 8. ° ® % ADDRESS: °7 '/4 Ri QA T D� hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own, contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one-family or two- family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I hold title to the above property and I am planning on doing this construction Initial 2. I understand that as ari owner- builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application Initial 3. :I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. Initial 4. I understand that the building official and inspectors are not there to design, alter or give advice on how to meet code -. only if the structure meets the minimum code. 53/35 5. I understand that as an owner - builder, that any contractor disputes with sub- contractors anal myself must be handled in a civil court with the advice of an attorney. The department will not mitigate any contract disputes. Initi 6. I understand that if I compensate any person or company for work performed they are required to have a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed companyor person. 7. I understand that if any person gets injured on my construction project —they are entitled to workmen's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. Initial 8. I understand that under state and local laws I can not do any Electrical, Plumbing, Heating, Air & Roof work on my property with out first obtaining the proper permits by licensed contractors. Was acknowledged before me this )'6 ! / day of , 20 r ~ `' By _, who was personally known to me or who has P� 1 Produced there License or 'J /_ - I ' as identification. .OWNER Mabel Come .ssio Expi °i eFOF F1'��` !\t1 jVt NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE „POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION CT. / 464 TAX FOLIO NO. 1/— 3z06- oil- /q)c) PERMIT NO 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. 1111111111111011111111111111111111111 CF: 14 20078 4.057. OR Ek 25429 F's 1916 (1Ps) RECORDED 03/09/2007 09:38 :49 HARVEY R:IIVIth CLERK OF COURT MIAMI—DADE COUNTY, FLORIDA LAST PAGE MAR 1 2 2007 • B Y: 1. Legal description of property and street/address: 1— OT 4 '77-f . fI$T �L ��,� L°T a /o�rt !n7 ,eti4pn few �-y. -�, 75—X /Zq 7 V& Are- '5 i r, ,/, ev s fz 33/38 2. Descoiption of improvement: JZer,L.. e_ /3, yiS77.401 Lc, /.retlit415 wiN s7/C -ud S -e4 ,301) .v .ii /-40°2.4,14-1074- 3. Owner(s) name and address: 7rvtf ®Coyi98.4. 4-- (7 Q Gp,' P'-'074.-- 744 , Q5 S7 se_ " ,914/1/7741/ i4i17'e.4 .5 3/3S Interest in property: ©/°v./f2. '`'e/J?7.1.S Name and address of fee simple titleholder: 4. Contractor's name and address: - ILO-RD?, , p INTY �IP��-O�iLO. OF DADE ,,. TIFY that this is a I' of Me 5. Surety: (Payment bond required by owner from contractor, if any)l9;nal file Name and address: Amount of bond $ 6. Lender's name and address: .'; TNESS my ha 1ARVEY RUVI 3Y . K, of c+ and Cou ,fir 7. Persons within the state of Florida designated by Owner upon whom notic 'provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: �osri� or other documents may be served as 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 Commencement: (the expiration date is 1 year from the date of recording unless a • ate is spe �„�. Si• ature of Owner Print Owner's Name \lenkte -E Sworn to and subscribed before me this p day of /% rt Notary Public Print Notary's Name /46r1f4 My commission expires: 123.01 -52 PAGE 4 W02 ,20di.. ;P ; �,"-r MY COMMISSION it DD EXPIRES:Octaber Z0, 2009 '104,\W eondstrustolgtaryPoistundamrtieTs Prepared by 061Z14/0"2- Address: ice; v�Lr,tj-.e4 ok 3�I r -- '�� • • • • • • • • • • • • !MAR 0 8 20 `%w 9s '4 77'� 27-- • •... • •• ••• •• BY: _m __ inm j S'hoir'gs, E 3 ' 4/19 I' 7 1/C) V /t...% r&-: ,- L c- 6 14-5 s all 6 r,uc 4 o �J • ••• • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 7 (3) 37x.38% /61 x 52) .4.-4 {/ e8 mo $,t.B�x�L (L) r� W tOV Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: °. 46 Permit No (-17 Opening Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shutter Required Mullion Required Im •'act v 11) or Door or Mullion Number Design Pressure Pressure Size Yes / No Yes / No Yes / No I giocdie es) 05---i Z ° 0q it l+) PSF ( ) PSla 1. ( +) PSF (-)PSF ,e. f )( Jb Ts iii0 Z Ali PI 49c"-- /zu• mV 64 /zs ,37 X 3/g pc, w/ oli ° /zzz.ov I/A) 4'$. / jOto X 0 678 71,® 4 evat.di ® /uz,eq 6s- / 36 & No iv' /ww.h.d ®,y —/ -e y i 4 / z.� ( % ®2S _37x 37 x 36' /S 32 / .. j• /V 1.) _S _le _____12 7 �/s�r� r�cc btot`arrJ ° /z .z • ��/ O ®ZZZ• al 65 TZ.: f -7e1 x VS 3/e /tea r /i/cv dead 05— /z-zz®4 bSr 5-2.1 711 X.36 -6 WO Vied 095- /zzz•ce/ tep tZ•l 7q 6 __- AID /D al/ f00✓G, P / . DV - /z2ydg 63- vi° 6 &S i'i'•if 37 x 576 57 xgo 578 /l /z tat as4er e — /zzZ.. 6,5- 1zs' zy X 5-0s/6 AID /3 //avreket) x35"--- if zzz 432/ 46-- IS • ii , 37 X 5V f6 er.. a ) 777 r " -i si , I ' ® �.. �: .ac U 0••• • • • •••• •1 • • • •• • • • • • • •• •• •1 • • • 0000 44 •41.41• • • • 0000 • • •00• 11 • • •• • 11 • • • 00 00 00 0 11 4 • • • • • • 0000 4 • • 0000 • • • • •• • •1 ••• • • • • •• • •••• • •• •••• • 0000 • 0410 • • • 41• O 000 • •• ••• • • 0000 • s MIAMI COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Pino's Window Corporation 6860 NW 75 St Medley, FL 33166 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 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: Series 300 Aluminum Horizontal Sliding Window APPROVAL DOCUMENT: Drawing No. W00 -47, titled "Series 300 Aluminum Horizontal Sliding Window" Sheets 1 through 6 of 6, dated 10/27/00 with last revision `B" on 03/23/06, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, 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: None 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# 00- 1107.02 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. • • ••• • •• •• • • • • • • • • • • • • ••• • • • • • • • ••• • • • • • •• •• • • • • • • • • • • • • • • • • SFAMI-ilttpli C OUNTX, FLORIDA t RZ3UIi b 1NG AU %v T FLAGJR §TREETt MITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2908 • • • • .wwWv •biTtdinf&ltDtMtine.com • -• • • . • • • • • • • • • • • • • • • • • • • 6 NOA No 05- 1222.04 Expiration Date: January 04, 2011 Approval Date: April 20, 2006 Page 1 • • • .• •• • • • • • • • • • • • • • • ••• • • •• •• • • • • • • • ••• • • • • • • • • • • • • • ••• Pino's Windows Corporation • • • • • • • • •• •••• •• • • • • • . . . • • • • • • NOTICE OF ACCEPTANCE: EVIDENCE gU:131 TTfD: A. DRAWINGS •. • • . • •• ••• •• 1. Manufacturer's die drawings and sections. • , • • . • • • • • • • • • • • • • • 2. Drawing No. W00 -47, titled "Series 300 Aluminum Horizobt$1 SliiiOgn inC1ow," dated 10/27/00 with last revision `B" on 03/23/06, Sheets 1 through 6 oft, prepared WA1- Farooq Corporation, signed and sealed by Humayoun Farooq, 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) Forced Entry Test, per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of a three OXO specimens of aluminum horizontal sliding windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2812, dated 10/16/00, signed and sealed by Aldo Pablo Gonzalez, P.E. "Submitted under NOA# 00- 1107.02" 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) Forced Entry Test, per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of a one XO specimen of aluminum horizontal sliding window (w/DSB glass), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2733, dated 09/15/00, signed and sealed by Aldo Pablo Gonzalez, P.E. "Submitted under NOA# 00- 1107.02" 3. 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) Forced Entry Test, per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of a one XO specimen of aluminum horizontal sliding window (w/ 3/16" glass), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2750, dated 10 /4/00, signed and sealed by Aldo Pablo Gonzalez, P.E. "Submitted under NOA# 00- 1107.02" C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, complying with FBC -2004, prepared by A1- Farooq Corporation, dated 12/13/05, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E 1300 -02 E -1 Jaime D. ascon, P,E. Chief, Product Control Division NOA No 05- 1222.04 Expiration Date: January 04, 2011 Approval Date: April 20, 2006 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • ••• Pino's Windows Corporation • •.. • •• • • .. • ... • ... • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED:.. :: : . • • D. QUALITY ASSURANCE .... • •• ••• •• 1. Miami Dade Building Code Compliance Office (BCC()); • • E. MATERIAL CERTIFICATIONS • • 1. None F. STATEMENTS 1. Statement letter of conformance, dated 11/7 /00, signed and sealed by Humayoun Farooq, P.E. "Submitted under NOA# 00- 1107.02" 2. Statement letter of no financial interest, dated 11/7/00, signed and sealed by Humayoun Farooq, P.E. "Submitted under NOA# 00- 1107.02" G. OTHER 1. Notice of Acceptance No 00- 1107.02, issued to Pino's Windows Corporation, for Aluminum Horizontal Sliding Window, dated 01/04/01 and expiring on 01/04/06. E -2 Jaime D. Gascon, P,E. Chief, Product Control Division NOA No 05-1222.04 Expiration Date: January 04, 2011 Approval Date: April 20, 2006 (sheet 1 of 6 . ) FALSE MUMiNS (SURFACE APPLIED) MAY BE USED 74' • ••• • • • • . •• •• • • • •• •• • • • • • • • • • • • ••• • • • • ••• 37 1/4' WINDOW WIDTH • • • • • • • • ••• • e • • • • • • • • • • • • • • • • • • ••• ••..• •••• e2) ANCHORS • • 0 MTG. STILE ENDS AT 4" O.C. TYP. VENT WIDTH 34 1/8" D.L OPG. 15" MAX. AT HEAD &50± •. •� • •• •• • • • • • •. • • •. • • • • • • • • • • ••• •• • • • •• ••• •• % %MAX! .TYP. ; ' Al HEAD /SIU. • ..GORNEks SERIES -300 .ALUM HORIZ. SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. 34 1/8' D.L OPG. APPROVAL APPLIES TO -SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R. /H.R. OR. HORIZ. ROWNG WITH OTHER MIAMI -DADE COUNTY APPR'D WINDOWS USING MIAMI -DADE COUNTY APPROVED MUWONS 114 BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND 1tbILU TO COMPLY WITH THE REQUIREMENTS OF THE 2004 FLORIDA BUILDING CODE EDITION (REVISED 2005) INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING, OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF WOOD ANCHORS ONLY. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. • z 1 TYPICAL ELEVATION ItbltU UNITS 111" WINDOW WIDTH 27 1/2' 27 1./Z" _ VENT WIDTH P 24 1/8" (2) ANCHORS 0 MTG. STILE ENDS AT 4' O.C. iYP. 15" MAX. VENT WIDTH 24 1/8" DI. OPG. D.L OPG. OAT HEAD -- -1L- it II I -- II it Ii iI it it II n II , ---- Ii---- -tt - -- -ate - -- II II II II _ — I, i% =__ 1 .1 Ii 1' ". ,t J = =_ i •/ III — 4 II II II I 1 II 1/ 11 II '/ II 11 II II 1 If II tI I I 1 I 1 11 1 1 I. 23" MAX. AT SILL 53" D.L. OPG. *INSTALLATION OF THIS PRODUCT IN THE HVHZ AREA REQUIRES THE USE OF 'APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES COMPLYING WRH HVHZ REQUIREMENTS. Enwr: DR. HUIfAYOUN FARM- STRUCTURES FIX I 157 C.A.N. 3538 HARI 4 5' MAX. TYP. AT HEAD /SILL CORNERS § MONOLITHIC GLASS. NON IMPACT Approved asamp4yinrllf hes Piesidi C.die Dajc 'Arita. 20� 212e4 NOM d.1222 Proobti 8 1. V c c 0 z 0 tn N O 0 w 0 o 0. UdW In to to OI1cc: Oona Z to 0 1 • drawing, 00 WOO-47 DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) WINDOW DIMS. A STD. NI. IfTG. Rid H.D. FIX. MTG. RAIL, ANN. GLASS 3/18" ANN. GLASS 1/4' ANN. GLASS WIDTH HEIGHT ,1/8' EXT.( +) Ia.( -) EXq.( +) tra.(-) EXL( +) INT.( -) 24' 35' 48' 60' 72' (2) 4 65.0 78.4 65.0 125.0 65.0 167.0 4 65.0 78.4 65.0 125.0 65.0 167.0 6 65.0 78.4 65.0 125.0 65.0 167.0 6 65.0 78.4 65.0 125.0 65.0 150.0 6 65.0 70.0 65.0 120.0 65.0 120.0 24' 36- 48" 60' 72 36. (3) 4 65.0 78.4 65.0 1250 65.0 167.0 4 65.0 78.4 65.0 125.0 65.0 ' 142.2 6 65.0 73.6 65.0 125.0 65.0 142.2 6 659 63.9 65.0 108.5 65.0 112.9 6 54.5 54.5 65.0 88.9 65.0 88.9 24' 36' 48' 60' 72' (4) 4 85.0 78.4 65.0 125.0 65.0 167.0 4 61.0 61.0 65.0 104.4 65.0 112.3 6 48.4 46.4 65.0 76.3 65.0 101.9 6 .. - - 65.0 67.8 65.0 87.3 6 - - 63.8 63.8 65.0 72.7 24" 36" 48' 60' 72- (5) - - - - - - - 4 39.2 39.2 .61.3 61.3 65.0 77.7 6 - - 46.9 46.9 61.8 61.8 6 - - 41.4 • 41.4 53.2 53.2 6 - - 41.2 41.2 50.7 50.7 y' 19 -1/8" 26-1/2" 37' 53 -1/6' 74" 26" (2) 4 65.0 78.4 65.0 125.0 65.0 167.0 4 65.0 78.4 650 125.0. 65.0 167.0 4 65.0 78.4 65.0 125.0 65.0 167.0 8 65.0 78.4 65.0 125.0 65.0 165.6 6 64.9 64.9 65.0 109.0 65.0 109.0 19 -1/8" 26 -1/2' 37' 53 -1/8' 74" 38 -3/8' (3) 4 65.0 78.4 65.0 i 125.0 65.0 167.0 4 65.0 78.4 65.0 125.0 65.0 167.0 4 65.0 76.9 65.0 125.0 65.0 130.8 6 64.4 64.4 - 65.0 110.3 65.0 125.9 6 - - 65.0 82.1 65.0 82.1 19 -1/8" 26-1/2' • 37' 53 -1/8" 74" 50-5 /8 (4) - - - - - - - 4 85.0 ' 78.4 65.0 125.0 65.0 151.9 4 52.6 52.6 65.0 89.8 65.0 104.0 40.1 40.1 63.7 63.7 65.0 84.0 8 - - 57.6 57.6. 85.0 67.8 19 -1/8" 26-1/2' 37' 53 -1/8" 74" (5) - - - - - - - 4 45.4 45.4 64.4 64.4 65.0 80.5 4 33.6 33.6 52.9 52.9 65.0 67.0 8 - - 39.0 . 39.0 50.7 50.7 6 - - 36.8 36.8 44.9• 44.9 A = NO. OF ANCHORS PER HEAD & SILL () = NO. OF ANCHORS PER JAMB STD. FIX. MTG. RAE H.D. FLX. MTG. RAIL • • .•• • • • ••• •. •• • •' • .• • • • • .. . s •. • • • ...• • - • • • • • • • • ••• • • • • ••• • • • • • • • • • 0 • • • • • • • • • • • • • • • • • _. • e • • • • • •. • ••. • • • • • • • • • • • • • •• • • • •• ••• • • •.• • • • • • ••• • • • • •. • • • ' • • • • . • •• • • • • • ••• • ADHESIVE BEDDING COMPOUND • ROLL FORMED ALUM GLAZING BEAD ma-AN GLASS 3/16' ANN. GLASS 1/4" ANN. CLASS GLAZING DETAIL ALL EXTERIOR( +) LOADS SHOWN ON THIS SHEET ARE FOR WINDOWS WITH HI -RISE SILL FOR STD. SILL LIMIT EXTERIOR( +) LOADS TO 53.3 PSF SEE SCT. 'B' ON SHEET 3. DESIGN LOAD • CAPACITY - PSF ( %0% SIZES) WINDOW DIMS. A S.D. FIX. MTG. RAIL 3/18" ANN. GLASS 1/4" ANN. GLASS WIDTH HEIGHT EXT.( +) INT.( -) EXT.( +) err.(--) 72" 84' 96' 108' L 111' (2) 8/7 62.0 125.0 62.0 158.0 8/8 62.0 1216 62.0 133.0 10/8 62.0 107.8 62.0 142.9 11/8 82.0 98.2 . 82.0 137.5 11/8 ' 82.0 . 96.5 82.0 133.3 72' 84" 96" 108' 111' ) 8/7 62.0 94.3 62.0 109.4 .8/8 62.0 82.7 62.0 ' 926 10/8 62.0 71.3 62.0 92.9 11/8 61:1 61.1 62.0 80.1 11/8 58.8 58.8 62.0 77.3 72" 84" 9" 108' 111' (4) 8%7 62.0 70.4 62.0 83.7 8/8 62.0 62.9 62.0 71.0 10/8 55.1 55.1 62.0 68.9 11/8 50.7 50.7 62.0 62.9 11/8 49.5 49.5 61.3 61.3 72' 84' 96" . 1Q8' 111' (5) . 8/7 49.1 49.1 . 61.3 61.3 8/8 47.1 47.1 57.0 57.0 10/8 44.5 44.5 53.7 .53.7 11/8 41.2 41.2 49.9 49.9 11/8 40.3 40.3 48.8 48.8 74- 106 -1/4" 114' �? 8/7 62.0 125.0 62.0 167.0 11/8 820 65.0 62.0 125.6 11/8 62.0 81.8 62.0 121.3 74' 108 -1/4 111' 38 -3/8, (3) 8/7 62.0 86.3 62.0 100.1 11/8 80.5 60.5 62.0 78.0 11/8. 57.1 57.1 62.0 73.7 74' 106 -1/4" 111' 50 -5/8- (4) Sn 620 64.5 62.0 77.3 11/8 48.7 48.7 60.2 60.2 11/8 47.1 47.1 58.2 58.2 74- 106 --1/4" 111" 8/7 ' 44.5 44.5 54.5 54.5 11/8 39.2 39.2 47.1 47.1 11/8 38.0 3110 45.9 45.9 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS) WITH REDUCTIONS FOR FLEXIBLE SUPPORTS TQ COMPLY WITH SECTION 2403.2 OF FBC 2004 EDITION: A = NO. OF ANCHORS PER HEAD /SILL () = NO. OF ANCHORS PER JAMB (1/4W) =D (1/2W) (1/4W) ti 4= OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH Oar OR. HULAVOUN FAROG4 STRUCTURES FLA. PE C.A.N. 8557 MAR 2 4 2S Approved as coisplyhtesitli Ile Florida Ring Coate Date IP/IIC AO, 20.L NOM O5-122t.04 Waal Dade Friable* anorak z Z W 00 W = 0 Oa 1:4 41 U z co N to a: I z,n Wei o N' N 0 1 o. 2 t w aA z o 0 °i • a O c to 43 tG Ir- CO 0 In OI c Z m Q EIS t ) drowing na). W00-47 (sheet 2 of 6 ) u) METAL STRUCTURES (5TE4 °R TRIPRI•• STEEC t•tin=_A° : AtilITUM • 8o83-18).118N. • • • • • • • • • •••-• • TYPICAL ANCHORS SEE ELEV. FOR SPACING • • • • • • • • • • • • • • 10, • • • • • • • • • • I • • • • • • • • • • • 44 • • • • 441i., •ii • • • • • • i • / • • • • All•NII■111/ F .....--........ . •• •• •.• _,:._,,........4.... • • • ••• • • • . • • • • • • • • • • • • • • • • • 41• • • • • • • • •C TYPICAL ANCHORS SEE ELEV. FOR SPACING STANDARD ODAIT EXTERIOR LOADS TO +53.3 PSF %MTH THIS SILL) HI-RISE SILL MIAMI-DADE COUNTY APPROVED MUWON & MUWON ANCHORS SEE SEPARATE NOA 1/2" M114. TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURES NOT BY PINO WINDOWS MUST SUSTAIN LOADS IMPOSED F3Y GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: sEE ELEV. FOR SPACING 114:Ber= INTO WOOD STRUCTURES 2" MIN. PENETRATION. INTO WOOD THRU 1BY OR 2BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY MIN. CONCRETE fc=3000 psi MIN. MASONRY BLOCK fc=1500 psi ji14 SMS OR SELF DRIWNG SCREWS INTO METAL STRUCTURES (1/8" MIN. THICKNESS) (1/4" MAX. SHIM SPACE) 11.1051002LEARLUirt20123 INTO DADE COUNTY APPROVED MUWONS (NO SHIM SPACE) SEALANTS: ALL FRAME AND VENT CORNERS, INSTALLATION SCREWS AND BOTTOM OF FIXED MEETING RAIL SEALED WITH CLEAR/ALUM COLORED SEALANT. WEEPHOLES: wi = (1-7/8" X 5/16") AT4" AND 25" FROM ENDS W2 = (1/4" X 2') AT MIDPOINT OF TRACK W3 = (7/8" X 3/8") AT 3-1/2" FROM EACH END Enttr: OR. Ht/t1AOU14 FAR000 SFRUCTliftES FLA. PE 18557 MAR 2 4 2006 Apprised es coms101118611dir flu Beldam Code vita. za loch NOA* cos-113.2-eut 18b.s1 Dade hided 1 0. 0 0 to droving no. WOO-47 sheet 3 of 6) 1/4w WIX. SHIM • • ••• • • • •■• •• • • • •• •• • • • • • • • • • • • • • • ••r • • • • • • • • • • •• • • ••• • • • • ••• H.0. FIX. MTG. RAI). ••• • • • • • • • • • • • • • w 4(IM ..• . - TYPICAL ANCHORS • • • • • • • a .; SEE ELEV. FOR SPACING 4 0 STD. FIX. MTG. RAIL Z n o co Z O n► co . c OS aO Oa a g c4 4 U5 ,r czW�g �aap2 a rz4 g; z TYPICAL ANCHORS SEE ELEV. FOR SPACING XO LAYOUT OX OPPOSITE 1/4' SHIM H.D. FIX. MTG. RAIL LATCHES, FOR VDV. HT. UP TO 50 -5/8' ONE LATCH AT MIDSPAN OF VENT FOR VDV. HT. WIRE THAN 50 -5/8' TVG LATCHES ONE AT 14' FROM BOTTOM ONE AT 18' FROM TOP 1/4' SHIM D.L OPG. D.L OPG. TYPICAL ANCHORS SEE ELEV. FOR SPACING ERIES -300 ALUM HORIZ. SLIDING WIN z o o m o o b3 Ow '/. ▪ co ri; 0 0 N Z M w 1 3- -. Ooi ao2k .• 18Y OR 2BY 1 • MIN. WOOD BUCKS l t 1 1/4' MIN. 1 XOX LAYOUT MIAMI -RIDE COUNTY APPROVED MUI.UON SEE SEPARATE NOA TYPICAL. ANCHORS SEE ELEV. FOR SPACING Apparel as oamillag with es Florida is Date 0 ROAR 10.11:2:7-0 n1. oade Ct DL BY WINDOW WIDTH WINDOW YADTH MAR 2 4 2006 0 drawing no. W00 -47 (sheet 4 of 6 ) (sheet 5 of 6) 1.186-•• FRAME HEAD 1-- 1.064 .062 1.500 1.812 SID. FIXED MTG. RAIL • 144T • • • ••• •• • • • •• •• • • • • • • • • • • • • 1:128 ..0.62 /17P•• • • •• • 4.14i.i_ • ••• • • • • • • • • 04° L- • • • • • • • • • • • • • • • • •• .812 • • • • • • • • C.) H.D. FIXED MTG. RAL FRAME JAMB SCREEN ADAPTER .890 .655 .062 -TYP. 0 VENT TOP/BOTTOM RAIL JAMB STILE r1-°31i .409 1------ ____f 1.245 1 .062 HI—RISE SILL TRACK MEETING RAIL r 1.064 2.188 (:) HI—RISE SILL .050 TYP. .187 1.156 1.032 STD. SILL TRACK 2.188 0 STAMM) •• • • • •• ••• • • • • • • • • • • • • • • • • 4. • • • • • ••• foe 17101 PART #. (MAMMY LIESCRIP710 . mama ICANF./BUPPILTER/REMARKS 1 P014-503 1 FRAME HEAD 6063-75 ALLIMAX/OONNELL I 2 PHS-608 1 NI-RISE FRAME SILL 6063-15 ALUMAX/BOWELL 2A PHS-601 1 • STD. FRAME SILL 6063-15 ALUMAX/BONNELL 3 PT'S-607 1 16-RISE SRI. TRACK 6063-73 ALUMIOT/BONNELL 3A 26022 1 STANDARD SAL TRACK 6063-75 ALUMAX/BONNELL 4 PHS-603 2 FRAME JAMB 6063.-75 ALUMM/BONNELL 5 PDH-504 1/ VENT SM. FIXED MEETING RAIL 6063-15 AUJMAX/BONNELL 5A PDH-525 1/ VENT H.D. FIXED MEETING RAIL - - 6 PDH-507 2/ VENT TOP AND BOTTOM RAIL 6063-75 AUIMAX/BONNEU- 7 PDH-527 1/ VENT JAMB SALE 6063-75 AURA/a/SORRELL. 8 PIXT--508 1/ VENT INTERLOCK STME 6063-15 AMAX/SOWELL 9 8725/000 AS RECID. mum= CAM LOCK (ZINC DIE CAST) ZAMAK ALLEN STEVENS 10 Ps-604 AS REGD.. SCREEN ADAPTER 60133-15 - 11 FS-7118-187 AS RECD. TOP & BOTTOM RAIL MCATHERSTRPPING - SCHLEGEL FIN SEAL OR E0. 12 P8-8327-187 AS REDD. JAMB STILE WEATHERSTRIPPING - SCHLEGEL OR ECT. 13 - AS RECD. BULB WEATHERSTRIPPING V9411. - 14 PHS-605 2/ VENT ROLLER HOUSING NYLON M&M PLASTICS 15 - 2/ VENT WHEEL ST. STEEL - 18 - 2/ VENT • ROLLER RN ST. STEEL - 17 PDH-515 AS REDO. GLAZING BEAD ALUMINUM ROLL FORMED . 18 - AS REQD. ASSEMBLY SCREWS (FRAME & VENT) PL. CRS 1 8 X 3/4 PH SUS 19 1/ VENT KEW RAIL. SILL SCREW (BOTTOM) PL. CRS l 8 X 3-1/e PH SUS 20 - 1/ VENT opo- BOX SCREEN - WARREN IND. OR EQUAL 21 PHS-604 1/ VENT SCREEN ADAPTER 6063-75 - 22 - 2/ WINDOW BAFFLE NYLON M&M PLASTICS 23 PHS-604 2/ BAFFLE BAFFLE SCREWS - i 6 X 3/8" PH SUS 24 - , 2/ ADAPTER #8-32 X 1,/2. POST BINDING SCREWS PL. CRS - Doan DR. 1.0.41AYOUN FAR000 STRUCLURE5 FLA. PEI 16557 CAN. 538 MAR 2 4 MOB Approved as complyieg **Gs Fledge Sidding Code DatedatiL2421/24_. NOM" Miami Dh By z 1 0 a 0 cn 1.4 r7c 0 8 Ld 12 • 0 -c 5 e 0 8 l'••• 5). drawing no. W00-47 • • ••• • • • .. •• •• • • • •• •• r • • • • • • • • • • • • • ••• • • • • • • • • • • FRAME TOP CORNER VENT TOP /BOTTOM CORNERS FRAME BOTTOM CORNER MAR 2 4 2006 drawing no. WOO -47