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WS-08-1560>x�o a ,tsar?% 1 i Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 ..................... Inspection Date: 09/18/2008 Inspector: Rodriguez, Jorge Owner: MORRONGIELLO, ALEXANDER Job Address: 25 101 Street NE Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number Parcel Number 1132060131520 Lot: Building Department Comments REPLACE OLD WINDOW WITH NEW NONE IMPACT WITH SHUTTER AND A DIFFERENT SIZE WINDOW. Passed Inspector Comments CREATED AS REINSPECTION FOR INSP- 93215. ri'—C e-----0 p Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Wednesday, September 17, 2008 Page 2 of 2 40AlltsgloPi° 4 • Miami Shores Village 11 114 + Building Department tg1cota,L,. 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): ECEWE J AUG _ 2.2008 OM MN MO sin. Roofmg Ns. am NO PM Permit No. S' aster Permit No. CI U- , o -3g9-72C3 Owner's Name (Fee Simple Titleholder) LF1( iJ O �A RRON G d I OPhone # S 61- 909 i eJ 21-. ` Owner's Address L . o �. `S r . Uu citytudpkvki 3 Ylb czE. s State \ O . cX c. zip 33!3 g Tenant/Lessee Name Phone # Job Address (where the work is being done) 25 e L 5r. City Miami Shores Village County Miami -Dade Zip 33 1 3 $ . FOLIO / PARCEL # Is Building Historically Designated YES NO x Contractor's Company Name 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) Phone # Value of Work For this Permit $ Type of Work: LlAddition Describe Work: Alteration C u3‘ Square / Linear Footage Of Work: New Repair/Replace ❑ Demolition e GcJ lti (nos , / Si!ltu S u��e, _ c Co Vae,okcil s (.5 Submittal Fee $ Permit Fee $ CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 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, BOIT.RRS, 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 properly 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 r or gent - Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of fir, ,:.... 20 J by Alex-it/0) bReznJ e'elk day of , 20 _, by who is personally known to me or who has produced who is personally known to me or who has produced /<#06 '& 1 As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission NOTARY PUBLIC: Sign: Print: My Commission Expires: • ******************************** * * * * * ** * ** * *** * ** * * ** * * * * * * * ** APPLICATION APPROVED BY: (Revised 07/10/07) Plans Examiner Engineer Zoning Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. d g---f J 6 0 Job Name / 0PalelJc, Date 6 0 BUILDING CRITIQUE SHEET A .4S o s er&J A it S 1 r ci« /4-SS NOAt • /64 "7"P Pvto P Reviewer: Claudio Grande C.B.O 305 - 795 -2204 Ext 1430 Miami Shores Village Building Department 10050 .NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 PERMIT #; LOS o ? /S'"40 RECEIPT DATE: b IZI d5 19°C:ontractor ❑ Owner ❑ Arch Picker• plans and (other) Address: 2r From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Dep ent to continue permitting process. Acknowledged by: PERMIT CLEARK INITIAL: RESUBMITTED DATE: 11 2-1 n PERMIT CLEARK INITIAL: RLECEWE VILLAGE OF MIAMI SHORES OWNER OWNER BUILDER DISCLOSURE STATEMENT NAME: !ir►d-X4n, ARek iC. -Ll_O DATE: ADDRESS: 2c i f(:)\ Sr2< atat1..4 SinsuR=ES 33I3 Do 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 Myself. Initial a I� . 2. I understand that as an owner- builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application. Inactive permits for a period of over 180 days will become null and void (expired) and a new permit will be required to be issued for reinstatement of the permit. Initial A . 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 A- 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. Initial 5. I understand that as an owner- builder, that any contractor disputes with sub- contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate any contract disputes. Initial A . t-i • 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 company or person. Initial 4 . M 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 A-. /4 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. Initial 4. v✓1 Was acknowledged before me this .,2a day of , J's j , 20 0 Y By ter/FA/per Afcgo,vG' /d/a who was personally known to me or who has Produced there License or OWNER .. • /ffipo / Tyet as identification. Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: Permit No. 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 / No Yes / No ( +) PSF () PSF ( +) PSF ( -) PSF J CO C?- *LIZ .10 !. $ Ga.S 7 f7t fb54 hD N. No 2 e t o P A I 0 boo a ? •041Z. 16 71 79• Si' it/ s'gtS4rfe YerS NO NO Q PI I 0•, o o V L I® •r 1" I f l y I • C II _ s�_• - i1 ��;1111 11W1i • • • MILle ■i•LI =11 •.•..• Nall jai .i.I. iiimarint t-rin M N 6/11 y .wialr�i 1M yrM��. • l I - M1� G 4P-141 • • • • . A il '441 • • •••• • • ,, •• • •• • • •• • • •• • )•• • • ••• • • • ••• • ••• • • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 PRODUCT CONTROL DIVISION • • • • • • • • • • • • • • • • • • NOTICE OF ACCEPTANCE;(Nd , • ::..• • • • • www•buildingcodeonline.com MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAC:1 ER BUILDING WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 field Wen Inc. 3737 Lakeport Blvd. Klamath Falls, OR 97601 • •• • ••• • • •• • • • •• ••• •• • • • • • • • 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 -bade 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "French View" Outswing Alum clad Wood Patio Doors -LMI APPROVAL DOCUMENT: Drawing No. JELD0046, titled "series French View Outswing Patio Door", sheets 1 through 4 of 4, dated 09 -04-06 and last revised on 02-28- 2008, prepared by PTC, LLC, signed and sealed by Eric S. Nielsen, 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 & renews NOA # 02- 1003.05 (former Cradco Windows & Doors) consists of this page 1 and evidence page E- 1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chauda, P.E. NOA No 07- 1205.02 Expiration Date: December 05, 2008 Approval Date: April 03, 2008 Page 1 Jeld -Wen Inc. NOTICE OF ACkEPi'AfiC1:: FiVLD ' SUBMITTED A. DRAWINGS . . • 1. Manufacturer's die:dsa ittgs a$d:sebtfous.:: ' .' 2. Drawing No. JELb4,6044,:titlektsgiss Frii}o'h View Outswing Patio Door", sheets 1 through 4 of 4, dated 09 -04-06 and last revised on 02 -28- 2008, prepared by PTC, LLC, signed ppd s ;aleii bx Eric, S Nielsen, P.E. • ......• • B. TESTS (Test report transferred frgni a 421:44103:05 Crgdco) The original test conducted per SFBC, PA 201, 202& 203 -9f; noo'wterthed'a.1 PBC, ?AS 201, 202, 203 -94. 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Resistant Test per FBC, TAS 202 -94 5) Large Missile Impact Test, per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 Along with marked -up drawings and installation diagram of an alum clad Outswing Patio door, prepared by National Certified Testing Laboratories, Test Report No. 210 - 2341 -1,2 &3 dated 08- 08-00, signed and sealed by Barry D. Portnoy, P.E. 2. Additional test report: 180-6385 issued by Stork Twin City Testing dated 07/29 -02 per TAS 201, 202, 203 -94, signed & sealed by Derrick Swanson, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis and comparative analysis, dated 02 -28 -2008, prepared by PTC, LLC, signed and sealed by Eric S. Nielsen, P.E. 2. Glazing complies w/ ASTME- 1300 -98 & -02 D. QUALITY ASSURANCE BY: 1. Miami -Dade County Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 0831.06 issued to Cardinal, LLC, Inc. for "Laminated glass sea-storm type -B ", expiring on 12/30/2012. F. STATEMENTS 1. Statement letter of conformance and "No financial interest ", dated 02/28/08, prepared by PTC, LLC, signed and sealed by Eric S. Nielsen, P.E. 2. Sales agreement 3. Statement letter dated Feb 08, 2008 requesting one year "non-renewable" renewal, signed by Dan Stokes. 4. Laboratory compliance statements, part of above referenced test reports. G. OTHER 1. This NOA revises & renews NOA # 02- 1003.05 (former Caadco Windows & Doors), expiring December o5, 2008. 2. Sales agreement between Caradco & Jeld-Wen. 3. One year conditional approval "Non Renewable ", expiring Dec.05, 2008, 1. L.tt h� h� !shag L Chanda, P.E. Product Control Examiner NOA No 07- 1205.02 Expiration Date: December 05, 2008 Approval Date: April 03, 2008 E -1 8• TV. FIRM HEAD & ELL comas 2 1/8" 8 1/2" TYR. FROLT HEAD CORNER 8" MAX. TO CTL 12° as MAX. TYP. PRISE MUNQEYB MAY Bt ARMED) SEE DETAE. 2 a ON SM. 4 CUJSTER OF ARMCO SEE SHEET 2 1a" MAX. TYP. 2 1 1YP. FROM HEAD CORNERS 1 HEAD DER I 2 1!4 ;, GYP t 6" TYP. 8° TYP. FROki HEAD & ELL CORNERS r NUL TO CTR. OF HINGE dig 0 of? bl / FALSE RUNTIME SURFACE APPLIED) ll BE USED CLUBTEA OF ANCHORS 2 SEE NAL FABTDIERS WOW KIN dad OR taO �9S 3/4" MAX FRAME 1mp1H 1/8" MOE GLASS .007 kg 1/B° ANN. MASS ELMORE DOW 1995 OR 1300 Pst,, MOTH 2 1/4• TYP.- 0° TYP. x-18° TYP. "•`• 1/2" MAX FRAME WDiN TYPICAL ELEVATIONS 3 /18`x2 °7WYLB AT 2• FROM ENDS ANDB"0.0. SW 1380 L1.21: War Aft MAW .007 .045 RYE /sr ANN. EASS SILICONE DOW 280 OR 1350 4011Vp■ Ash 3 /18'x2 "7TEALS AT 2" FROM ENDS AND e° as "SEA STORM IMPACT GLASS" BY "CARDINAL LG" LARGE MISSILE IMPACT RESISTANT DESGNL•,• ., -AgTY.. &INGLE OR DUAL LEAF DOORS NORMAL HEIGHT FT 821 BID 'Tr 'II LAMINATED GLASS OVERALL LAMINATED GLASS ELF=IN .1811•NLTION111111:0011181 IMINDIMMINCLININ /1111•036181M1‘23=1 '11•1E1911•1 swum MIIIIM111111 ii<1A I t INIMIE • � L: :lam �ri� J• fd A�[36' mouriumMGLIAJ 88.0 860 DLO HEIGHT - FRAME HEIGHT - 12° DLO WIDTH - (FRAME WIDTH/ 2) - 10,25° DLO WIDTH (SINGLE) - FRAME WIDTH - 11.28° • • •••• • • "FREIlCFI VIEW" NG PAjjO- • • • • APPROVAL APPUE$ TO SINGLE (X) AND DOUBLE (XX) 2 2 ! 50113, SEE CHART ABOVE FOR CAPACITY. • • • DOORS ARE GRAZED WI114 LAMINATED GLASS THAT IS RATED FOR LARGE MISSILE U.PACT AND REQUIRE NO SHUTfSIiS. • THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH MOCDY• HURRICANE ZONE OF THE 2004 FLORIDA BUILDING CODE. ALSO FOR WRID LOADS AS PER ASCE 7 USNO OORIBESPONDING LOADS. WOOD SUCKS BY 011.08 MUST 80 ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL 02 AS LISTED, SPAOFD AS SHOWN ON DETAILS. ANCHOR EMSEDMMENT TO 8022 MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL ANCHORS LOCATED 8 ", 24° & MD -SPAN OF SILL CORNERS HAVE 1W0 ANCHORS PER LOCATION. • • •••• • •• • • • • • •• • •• • •••• • • •••• •• • • • • • • • • • • • • • • PRosiVramosinD IlrldsluscaalMwhil esaett$1 Auoealgaace stows. Xxw Oar w� yg 01v4slox A "el AU Was I 8YM ISsamow OA" DATE zittfce Erb S. Nlahm Florida P. E. No. 41323 E0 1835 Cogswel Sfr.M. Suite C25 Raaktate, Florida 32880 P522 carta•rte or Aith 5 NO. 52 JELD -WEN, INC. 201 EVANS ROAD — RANTOUL, IL 61866 TiT1.8 "FRENCH VIEW- OUTSWING PATIO DOOR A110N., ANC OR & LAZING DETAI NO �..�� 9 14 08 y,_, PIN W Plm" 391.010.118[ to $11.010.1189 046 1 of 4 /8 x 1 -1/2' NAILS AT r FROM ENDS & 12' 0.C. SECTION A TYPICAL ANCHORS CLUSTER OF 8 #12 W.S. 3//4' M11. AT MT0. STILE. 1 THRU HEAD EaaE 0•YAP�+ KEEPER PLATE AND TWO 8' & 9' FROM CENTER OF HEAD BOLT KEEPER PLATE (ONE ON EACH SIDE) ONE BY OR TWO B Y FRAMING B Y OTHERS GEE NOTE ON SPIT. 1 SHIM AS RE6' . URETHANE DEEMED06 1 31/32' 4• ik e nw. ANCHOR CLUSTER 0 1/4' IJW 0NS BOLT SRLE TAP KL3 PLATE. 6' & 9' FROM CIR. SILL BOOT KEEPER (ONE ON EACH �.� 21/7 MN. 1 t isF>ARRR� N7 EDGE MANCE SECTION B o 7 SILL SHOOT BOLT KEEPER PLATE +8 a 1 -1/2' NLS KT FROM ENDS 9 12' 0.0. SKIM AS REQ'D. B41 HEAD SHOOT BOLT KEEPER PLATE u -- L I `T - M004 11111131111M t'^'Sr7 !0 MEW Q MD4WD8 IMMO� r MF0014 ('` "►' MEM MFOO64 �[77 t'"�7., .M 0 MDO3 NEMSIN MAI 46603 Y? t 7.7Fi= • - ELM M?:3FMMEI 1{ x•,12'2':2'2': *tir MIZE EZ=11=1111811813 0imimm. — _GTrfni:'ri`.CT !?7 ir%1'.7n[l-TiiE It7 Mao =Kr Lnialsommoomm Iii MUNNE-1 ci v + Mal PDOW il��nri., �TrTT C" T wit "__�i�_��rs TAT •' -iT P 2'C ei rJ7f C7■11i01�n.� Mai �Ti'a iiliMt11'J' L7•;e47'T'1n 2'.13 .6. 1i;TZar':T /11[rtaIN MD. SMILLatti511111ELII7-31 I 7=-111 11111"kJ1111111111C.E f:7n74IT'T "ii(�LL:1: r1� • . —_—t _� w.2 L L!. := . : ELM' -01111.Z...-31M11 MINICMINNI [1:11111,1-111 ETM111111111::=11111MEM i2'';, — !;�T Tq1i I I Y Y I [,fi17II5i BBL. THEW • • ELD•WEN RI0RD PVC 000 H22111 811 WOOD I2',\••`°' wows 'WPM 41400913 CWWER ATMR%81 WAD KEEPER PLATE AND TBO" NAT'p c FROM CID4TER OF HEAD BOLT {ONE ON 0641 S66) gNb‘a\k+ ONE BY FRAMING OTHERS WE NOTE ON SRT. 1 A SN wA I 6 MN 1473 -81 4-16-01 es REGION DATE BY + SEE ELEVATION FOR SPACING. DIRECTLY MAS RON RY/ ONC., A BUCKS pa W4 THRU 25Y W00111 BUCKS SIR WOOD MIN. EMBED. IS REVD[ /PA' J'A++,b) � ( • /OR •••• IS A 1,- 1 /2.•••• 4...0 I� • 3 LOCKING 1604(4 OSM B1' ASHLAND WRH•1.T HARDENED. • • • • STEM SHOOT BOLTS AT TOP As BOTTOM OF PANEL AND 1 THROW HARDENED DEAD BOLT 9 3B' FROM BOTTOM. • • • • IN -ACRYE LEAF • • •••• 3 POINT LOCIONO MECNM48M BY 'ASHLAND° WPM 1° 1HROW HARDENEll • STEEL SHOOT BOLTS AT TOP & BOTTOM OF PANEL • •••• • • • 3 PER PANEL UP TTOO 6/11 HIGH DOORS. EOUAU.Y SPACED. 4 PER PANEL OVER 6/11 HIGH DOORS, EQUALLY SPACED. •• • • • • •• • AND PANEL CORNER INSTALLATION SCREWS AT SILL SEALED WRH SCHN66- MOREHFAD S148400 SEALANT. ONE LEVER HANDLE AT ACTNE LOCK STILE 30" FROM 6071046. ONE LEVER HANDLE AT INACTIVE LACK STILE 36° FROM BOTTOM. WOOD BUCKS NOT BY JELD -WEN. 1115E SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE Vif Ede S. 4164865 Flarida P. E. N.. 41323 FTC. LLC 1535 q � Rdd Fo da 32055 POPE 0• of Pothoefmtion NO. UM • • • • • •• • • • • PRODUCT RENEWED 444 410011451111140 du. Nexkle Asseptaxxo Nee Powwow nage '120 .0z, h JELD -WEN, INC. 201 EVAN RD. - RANTOUL, IL. 61666 "FRENCH " OUTSWING PATIO DOOR S. ON 0 9 14 06 J 2 of 4 1 1/4" MIN. EMBEDMENT 4. 1/4° MAX. SHIM (2) 1/4" TAPCONS PER HINGE ENGAGING BLDG. STRUCTURE. SEE NOTE AT HINGE DETAIL ON SHEET 4. USE (3) HINGES UPTO 8/11 HIGH DOORS. USE (4) HINGES OVER 8/11 HIGH DOORS. (USE EQUAL NO. OF ANCHORS ON LOCK SIDE JAMB) rennri, +•' ) + I ii� ACTIVE PANEL 1 NAILS AT 3" 10 x 1 -8/8° SCREW 48 x 1 -1/2' FROM ENDS & 12" 0.C. #10 x 1" WOOD SCREW .4T ;Es f8 x 2 -1/2" W.S. USE 10/ PANEL UPTO 6/11 HIGH DOORS USE 12/ PANEL OVER 8/11 HIGH DOORS HANDLE HANDLE ■■ ■■ ger PANEL WIDTH EXTERIOR SECTION C 1/4° MAX. SHIM--I ‘I E) MAX. FRAME WDTH - 78 1/2" SECTION E 1 1/2" MIN. EMBEDMENT MONLYRIMK 10 WOOD SCREW EQUALLY SPACED -- -MAX. FRAME WIDTH = 38 3/4° 48 x 1 -1/2° NAILS AT 3" FROM ENDS & 12° 0.0. SECTION H SINGLE DOOR LOCH MLR 1/4° MAX. SHIM -1 1 1/2" MIN. EMBEDMENT �►r� ~�iiwl' ,LII UI '�"� x IN -ACT1VE PANEL #10 x 10 WOOD SCREW THRU HINGE SEE NOTE AT HINGE DETAIL ON SHEET 4 48 x 1 -1/2" K411.9 .4•3•11. M011 EKG & 12° 0400.- 0006 1° 18000 SC13EW .. • • • SECTION+ •; • • HANDLE In tell• EXTERIOR sg • 1/4° MAXiiM�i •••• 1 •14° MIN• EMBEDMENT •••• •34b .} •• • • • • • •• • • • • • 1 //4" ITW TAPCONS • • Eft1ON SPACED • • •••• • •• • • • • • • •• • • FRAME WIDTH = 38 3/4 ".. #M x E -1/" /2 tam 3" O.C. SECTION D SINGLE DOOR LOCH STILE PRGOTICT RENEW) �iGP Xlmmitk '9No • Z ,too �oj0E8 Ditadva IMO WOO 1 REVISION 2 -10-90 DATE BY Erie S Ni dove Florida PP.iC E. iNNoo. 41323 1538 Capra SEMI*. Suite C29 Raeldedya, Florida 32955 v9ve Cortbloofs of Auesstafflon NO. JELD -WEN, INC. 201 EVANS RD. - RANTOUL. IL. 61$68 °FRENCH VIEW° OUTSWING PATIO DOOR HORN • Al. CROSS CTI • N 9 14 06 004 Ohm 321.000470S r =MOM A 3 Of 4 • 2.184 °H 1 4.56 r 1 FRAME HEAWJAMR WOOD 0.500° I° o -1 1.625 °�--° STMgl! -� 1.434° INTESIOB87OF, WOOD g i -1 1.672° .082 }-1.918 "-I JAMB EHTRDBION 6069.17 HEAD .MORON :.: 6661. 0.914° GLASS STOW Le �L r� I CI' 0001 WOOD 1 1.750' .. • - 1---.1.250° ill I T KEEPER IALP33" NAD,DQG PIK MOW PVC ° "1 0.363" w'8TH1P CARRH03 RwFee - x'-0.273" r- 0.070° -1 F.- 0.489" -I �- 0.273° .070° I-- 0.489° CLADDING 600-71 TOP RAIL WOOD dT 2.308 ° --I ;1;�, SILL THRESHOLD mosso T$RFBHOip tz I 0.750 °f 5.812° 0.492" 0;438° .080' 10 - t- 0.333° -4 1659° 1.- panto RAU. 60630 w000 - H 0.273" 070° -I 1- 0.489° CLADDING 607.73 1.040° ALUMD1UA gEMGAL 6069.0 0.156 ° -.r f.. 0.040 °1- ASTRAGAL KEEPER ST S1S . 6286 DA PIN 0.900 © © 4 0.600 434HINGE BRASS 961 TN STADIUM STEELOPP. 1902EANGLLMIL.90M60 TO PANEL (4) 110 x 1 - TO FRAME (3) 10 x 1" 9$. (2) 1/4* ST OR NO CONCRETE / fO 0000 SCREWS ENOIOINO 9000 USE TOP m ROnOM HOLE • EACH NNE FOR ALL COM UP TO 8' NON. FOR DOORS UP TO 8/11 H6H USE 3 NNOES PER PANEL. FOR e' wog COORS USE 4 HINGES. OPEN CELL FOAM ROD BASE MIA w'BTRW PVC FUMBLE LEAF of 0.610" Door Pao RIGID SASE FOAM 0 I FRAME W'8E PVC -POW PANEL CAP PVC Foam LEW 9A S RIGID ME LEAF ti - 0.872" �Q ASTRAGAL w'81B1P PVC TYPICAL WOOD PONDEROSA PINE • srM MOON 2-te -0 DAZE m EFf CORNER DETAIL 2 • • • • • • • • •• • • • • • ••• • ••• • • • • • •• •••• • • •••• • • • (1)710 % 1 6/e" J • .a.1d.s. • ••• • •' • • • (1):#6 112 j /4' 4 , 4 , •. • C©RNEA AIL • • •• • •• • • • • •• • • • PRODUCT RIMMED Z,•I Ie.w N woo .oz. 8 FIDENielsen P. S. No 41323 PM, LLC 1�F Wedge. Street. orida 32� POPE DoWleute or Auemvosuoo NO. JELD -WEN, INC. 201 EVANS RD - RANTOUL, IL. 61866 ''FRENCH VIEW" OUTSWING PATIO DOOR COMP NNTS PRIMO BB SAM �' 9f 14/06 t` N.T.S. JELDOQ46 lo• war, Pi 321.00 0.17110 r 321.810.1789 A 4 of 4 e •. BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • . • • • ,, • 117t�MZ- IC4,11J COUNTY, FLORIDA • • • • • • • • J ETRO ?4D1 FLAGLER BUILDING • • • • • ••• ••• • 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 • • • • • • • C34J5X315 -2pMM FAX (305) 375 -2908 NOTICE OF ACCEPTANCE OA • "' ' ' • *vww.miamidade.eov • • • • Poma Corporation 9040 Belvedere Road West Palm Beach, FL 33411 • • • • • ••• •• 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.050" Aluminum Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 06 -537, titled " 0.050" Aluminum Storm Panel ", sheets 1 through 4 of 4, prepared by Thornton Tomasetti, dated December 06, 2006, last revision #0 dated December 06, 2006, signed and sealed by V. J. Knezevich, 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 LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the 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 & renews NOA # 01- 0410.10 and consists of this page 1, evidence submitted pages E -1 & E -2 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Mahar, P.E., M.S. 1/ 03/ 2 2/so o 7 NOA No. 06- 0823.06 Expiration Date: 08/16/2011 Approval Date: 03/2/2007 Page 1 Puma Corporation • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • .• • • • • • • • • • • • • • • ••• ••• • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED •• • • • •• ••• •• 1. EVIDENCE SUBMITTED UNDER PREVIOU4I QV:,A.j,.# Off.= 0410.10 A. DRAWINGS •••••••• • •• • • • • • ••• •• 1. Drawing No. 00 -408, titled "0.050" Aluminum Storm Panel", prepared by Knezevich & Associates, Inc., signed and sealed by V. J Knezevich, P.E., dated March 30, 2001, last revision #2 dated August 13, 2001, sheets 1 through 4 of 4. B. TESTS 1. Test report on: 1) Uniform Static Air Pressure test Loading, per PA 202 -94; 2) Large Missile Impact Test, per PA 201 -94, and 3) Cyclic Loading Wind Pressure Test, per PA 203 -94 of aluminum storm panels, prepared by Construction Testing Corporation, Report No. 01 -005, dated 02/24/2001, signed and sealed by Christopher G. Tyson, P.E. C. CALCULATIONS 1. Comparative analysis and anchor calculation, titled 0.050 "Aluminum Alloy Storm Panels, dated March 30, 2001, pages 1 through 31 and anchor manufacturers appendix, prepared by Knezevich and Associates Inc., signed and sealed by V.J. Knezevich, P.E. 2. Comparative analysis, dated July 16, 2001, 3 pages, prepared by Knezevich and Associates Inc., signed and sealed by V.J. Knezevich, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Invoice #167143 B, dated 08/18/00 for Aluminum Alloy 5052 -H32 by Commonwealth Aluminum. 2. Certified Tensile Test Report No. CTL #0296G, issued by Certified Testing Laboratories dated 03/13/01 for Aluminum sample CTC-01 -005, signed and sealed by Ramesh Patel, P.E. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 06 -537, titled " 0.050" Aluminum Storm Panel", sheets 1 through 4 of 4, prepared by Thornton Tomasetti, dated December 06, 2006, last revision #0 dated December 06, 2006, signed and sealed by V J Knezevich, P.E. B. TESTS 1. None. E -1 Imy A. Makar, P.E., M.S. Product Control Examiner NOA No. 06- 0823.06 Expiration Date: 08/16/2011 Approval Date: 03/22/2007 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • Poma Corporation • • • • • • • • • • • • • • • • • • • • • • • •••• • • • ••• ••• • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED •• • • • •• ••• •• • • • • •• • C. CALCULATIONS • • 1. Revised Anchor Calculations and details for 0 050 "Aluminum Storm Panels, dated December 05, 2006, pages 1 through 15 of 15, prepared by Thornton Tomasetti, signed and sealed by V. J. Knezevich, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. E -2 elmy A. Makar, P.E., M.S. Product Control Examiner NOA No. 06- 0823.06 Expiration Date: 08/16/2011 Approval Date: 03/22/2007 12/05/06 11:25 1.453' ppqq pput1r�T MARKING LOFATION 11.607"1 1055" 11.807 "I (OP TIONALILOCKATION) 1455C 0 Hd 12.00" COVERAGE 055" 14.927" • • • • • •• • • • •• •M • i ORM PANEL • • ye • SCALE: 3" •1' -d'' • • • • •••• • • • • • • •• • • • • • •• •• •• • • 1 6.00" COVERAGE 7.463" 18 HALFPANEL SCALE : 3" P 1' -0" ONE HALF PANEL PER OPENING MAY BE USED AS REQUIRED TO COVER OPENING •• • •••• ,• • • • • • • TTHEE APPROVAL SF:DOCUMENTS F T SSBREI OTP A NOTICE OF ACCEPTANCE (NOA) BY MIAMI -DADE COUNTY PRODUCT CONTRO• DIVISION FOR THE HIGH VELOCITY HHUURRICANE • • glaNE•HVHZ) OF =HE.F•ORIDA BUIYQINGC•BIE 2004 WITH 2005 SUPPLEMENT. 2.• PRRODUCT. WIND COAD DUARATION'Af�TOR d = 1 6 USED USED FOR WOOOF CR EW • DESIGN. 3. DETERMINE THEPOSITIVE•4ND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING WIND VELOCITY. FOR WIND CALCULATIONGOVERNING I ANCE WITH GOVERNING 1-02 A DIRECTIONALITY FACTOR OF Kd =0.85 SHALL BE USED. 4. THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION FOR SITE - SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. 5. USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61815 -23 OF THE FLORIDA ADMINISTRATIVE CODE. 6. CONTRACTOR PROVIDED DOCUMENTS CONTRACTOREDOES NOT DEVIATE PLICENSED CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT EITHER FORM OR MATERIAL FROM THE 7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. 8. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS, THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED, SIGNED DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT, WHICH DETAIL PRODUCT ENGINEEREFOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS /HER APPROVVAL. g B) SECURED THAT THE MIAMI -OADE COUNTY PRODUCT CONTROL DIVISION R AND WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE ZONE AREAS ONLY OPTION "B" SHALL BE ACCEPTED BY THE BUILDING OFFICIAL. 9. PRODUCT MARKINGS SHALL BE WITHIN 12" OP ONE END OF THE PANEL WITH A MINIMUM OF ONE MARKING PER PANEL AND SHALL BE PERMANENTLY LABELED - AS FOLLOWS: PIMA CO�RPOpR�A,TION MAEDA MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED 10. STORM PANELS SHALL BE 3004 -H34 OR 5052 -H32 ALUMINUM ALLOY 0.050" THICK (WITH FY 28,850 P.S.I. MIN.). ALL EXTRUSIONS SHALL BE 6063 -76 ALUMINUM ALLOY, U.O.N. 11. ALL FASTENERS AND BOLTS TO BE 2024 -7'4 ALUMINUM ALLOY, 304 SERIES STAINLESS STEEL, OR GALVANIZED STEEL WITH A 33 K.S.I. MINIMUM YIELD STRENGTH. 12. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 13. THE PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO SUSTAIN THE NEW SUPERIMPOSED LOADS AND TO VERIFY ALL DIMENSIONS AT THE JOB SITE BEFORE COMMENCING WITH THE WORK. d .097 Oif HEADER SCALE 3" m 1'4" �_/ Q V" HEADER SCALE: 3" P 1' -0" ALT. STUD DIRECTION 090" ITYP) SCEW STUDINE @ 6" OR 12" 0.C. OSTUDDED ANGLE SCALE : 3" P 1' -0" AIRECLT LEG T ON 2.000" D 6 'E' TRACK SCALE : 3" - 1' -0" 1.1.940" 'P TRACK 8b REV. 7 ANGLE SCALE:3 " -1' -0" SCALE: 3 "- 1' -0" WIDTH UNLIMITED TWERP. TO PANEL SPAN11 SECT ON TOP MOUNT PLAN VIEW 12 "� 1YP` —0 .990» .520" .313" \`, TOP & BOTTOM " L \`= -------- '-BOTTOM MOUNT O TYPICAL ELEVATION J/J STRUCTURE v4 "lIAX O .625" • ZAMAC ALLOY �WASHERED WINGNUT 090' THICK j (8 'KEYHOLE' WASHER SCALE : HALF SIZE J SCALE : 3" P 1' -0" 3003 -H14 ALUMINUM ALLOY .125" TYP. �-- 4.00" MAX. 1 S ANGLE SCALE, 3" P 1' -0" .60 "0 Pt F .275" FASTENER 18 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. AND [31 9" O.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. (SEE ANCHOR SCHED. FOR ANY ACCEPTABLE ANCHORI MAX. \-7-\-/A-4 STRUCTURE 1 -1/2" 1/2' OVERLAP ALUM. ANGLE CLOSURE PIECE 1"x2 "x.125" MIN. TO 2" x 5" x .125" MAX. TYPICAL PLAN VIEWS SCALE: 1 -1/2" a 1' -0" ALUM. ANGLE CLOSURE PIECE: 1- x 2" x .055" MIN. TO 2" x 5" x .055" MAX. FASTENER W 12" O.C. FOR DESIGN LOADS LESS THAN OR EOUAL TO 110 P.S.F. AND Ea 9" 0.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. (SEE ANCHOR SCHED. FOR ANY ACCEPTABLE EAxNCHTOR) STRUCTURE @ROAUi'T tt$:VISED O WmpI,Ing wKh IEiklo Il s adding A soNo06 -•:Z Expiration Date •0C 11 0 a U d° 12/06/2006 xam AS NOTED l— MOt 06 -537 sheet 1 of 4 6 9 PL P TABLE 1 ON l IIi P/ P 12 "� 1YP` —0 .990» .520" .313" \`, TOP & BOTTOM " L \`= -------- '-BOTTOM MOUNT O TYPICAL ELEVATION J/J STRUCTURE v4 "lIAX O .625" • ZAMAC ALLOY �WASHERED WINGNUT 090' THICK j (8 'KEYHOLE' WASHER SCALE : HALF SIZE J SCALE : 3" P 1' -0" 3003 -H14 ALUMINUM ALLOY .125" TYP. �-- 4.00" MAX. 1 S ANGLE SCALE, 3" P 1' -0" .60 "0 Pt F .275" FASTENER 18 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. AND [31 9" O.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. (SEE ANCHOR SCHED. FOR ANY ACCEPTABLE ANCHORI MAX. \-7-\-/A-4 STRUCTURE 1 -1/2" 1/2' OVERLAP ALUM. ANGLE CLOSURE PIECE 1"x2 "x.125" MIN. TO 2" x 5" x .125" MAX. TYPICAL PLAN VIEWS SCALE: 1 -1/2" a 1' -0" ALUM. ANGLE CLOSURE PIECE: 1- x 2" x .055" MIN. TO 2" x 5" x .055" MAX. FASTENER W 12" O.C. FOR DESIGN LOADS LESS THAN OR EOUAL TO 110 P.S.F. AND Ea 9" 0.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. (SEE ANCHOR SCHED. FOR ANY ACCEPTABLE EAxNCHTOR) STRUCTURE @ROAUi'T tt$:VISED O WmpI,Ing wKh IEiklo Il s adding A soNo06 -•:Z Expiration Date •0C 11 0 a U d° 12/06/2006 xam AS NOTED l— MOt 06 -537 sheet 1 of 4 6 12/05/06 11 :25 • •• • • • • • • •• • • • • •••• SE• GLASS SCHEDULE •••• • • � • Lq •• ORD 0 •• 0 R •• • • • • • •• �M800 WO�OOOFgA11yg C TYPE• TYP TOP 8 BOTTM NNE REFERENCE CT AN TYPE CNOR SCHEDULE FOR MAX. SPACING • • •• • • • • • • • •• • • • • •• • • • • • • •• • •• • CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING ONT. i •••• • • •••• • • • •WGIETO)WP L DETAO. REFERENCE ANCH R SCHEDULE FOR MAX. SPACING NV /GA4 _CYP E. ATI T8P Q& (1) WITH 1/4 -20 x 5/8" C E BOLT (0D 12" O.C. MAX. PANELTONI= DEMO. ® WALL MOUNT SECTION SCALE i 3" a 1' -0" EMBEp. ITYP.1 WARN / WHR A I OLT 5OOTOP & 'TTM ONT. TYP. TOP & BOTTOM WITH THE 2" LEG INSTALLED HORIZONTAL AS SHOWN OR 000 WO REFEREN ANCHOR SCHEDULE FOR MAX. SPACING • SCHEDULE FOR MAX. SPACING 61REC1 8N a SIDE CLOSURE REO'D. (SEE PLAN VIEW) BUILD -OUT MOUNT SECTION © SCALE 3" a 1' -0" J I4 x J W c2 & (8) WITH 1/4 -20 x 5/8" CHI E BOLT L• 12" O.C. MAX. ER FEEREENNCE ANCHOR SCHEDULE FOR MAX. SPACING OGE DIST WOOIpOFRA OEC TYPE• TOP b BOT OM 1/4" MAX SEE GLASS SCHEDULE GLASS OR DOOR ()CONT. Q & (I WITH 1/4 -20 x /8' MACHINE BOLT @ 12" 0.C. MAX. CONNECTION TYPE ANCHOR SCHEDULE FOR MAX. SPACING © CEIUNWINSIDE MOUNT SECTION SCALE . 3" a 1' -0" WAR - FERENCE ANCHDR SCHEDULE FOR MAX. P SPACING rdi " i„, cl& 8 WITH 1/4 -20 x 5/8" CH IRE BOLT L• 12" O.C. MAX. SEE GLASS SCHEDULE (?�&(g WITH 1/4 -20 x 5/8" MACHINE BOLT @I 12^ O.C. MAX. REMOVABLE FASTENER USE 1/4 -20 5.5 TRUSS HEAD BOLTS W/ KEYHOLO WASHER. ENGAGE BOLT HEAD IN NARROW PORTION OF KEYHOLE WASHER. pEYNLEANTIP REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING ®WALL MOUNT SECTION (DIRECT MOUNT) e SCALE t 3" - V -O" ANCHOR SCHEDULE FASTENER MAXIMUM SPACING 0140IE4) REQUIRED FOR VINOUS 08510'I LOADS AND SPANS R M E ANCHOR TYPE . • • • • LOAD (W) P.S.F. MAX, (SEE NOTE • 1) MIN. r EDGE DISTANCE MIN. 3' EDGE DISTANCE SPANS UP TO 5' -6" ( NOTE 1) SPANS UP TO 8' -8" (SEE NOTE 1) SPANS UP TO 10' -8 " (� NOTE t) SPANS UP TO 5' -6" (588 NOTE 1) SPANS UP TO 8' -8" (SEE NOTE 1) SPANS UP TO 10' -B•' (SEE NOTE 1) CONNECTION C1 (5EE C2 NOTE C3 TYPE 3 C4 CS CONNECTION C1 (511E C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3 C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 CS 1 1 • • E I I • • • ,W! I e • )�E 0 ■••11 1 • • • II • • • 1 •• Allikmvokmu. 1111Htti}. - yyee ��ep »� 11 -3/4L MIN.. newr,T ,, ..y-. ; ;1 48.0 12 12 12 12 12 12 12 12 11 11 12 12 12 8 8 12 12 12 12 12 12 12 12 12 12 12 12 12 10 10 63.0 12 1• 12 1- 12 12 12 12 8 8 12 9 12 7 6 12 12 12 12 12 12 12 12 10 10 12 10 12 8 8 172.0 12 12 12 1 11 12 10 12 7 7 12 9 12 7 6 12 12 12 12 12 12 11 12 8 8 12 10 12 8 8 98.0 12 12 2 72.0 8 12 9 12 7 6 12 9 12 7 6 12 12 12 10 10 12 10 12 8 8 12 10 12 8 8 200.0 12 RI Z •7 6 1 9 12 7 6 12 9 12 7 6 12 10 12 8 8 12 10 12 8 8 12 10 12 8 8 • �IPAiliUIU%U NI'W *ti■IYU1C11Ren"> e ; . , • 1 ,M_ E% �,. _1 ,u, 48.0 �%��,��I�� 11 12 7 7 tnE1171U1t1UW1.. 63.0 12 12 12 10 10 12 �� 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 10 163.0 `�7 5 /�i7 11 /,�i��40r 7 5 5 98.0 12 9 12 %��,� 6 11 12 12 12 12 12 12 12 12 10 10 12 9 12 8 8 72.0 �` /`j 5 %� 5 % % % / / / /� %i % % / / /// 12 12 12 12 tz 12 10 12 8 8 12 9 12 8 8 198.0 .dreffrzejar A'my dr 12 12 12 10 10 12 9 12 8 8 12 9 12 8 8 1200.o /%%/,/!i %;Or A% Aar z 12 9 12 8 6 12 9 12 8 8 12 9 12 8 8 •• ! �'�''''''■i e•�, �1, s'} A ' !k's' � • �OJP� .. 48.0 12 72.12 12 12 12 12 12 10 10 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 63.0 12 12 12 12 8 9 12 70 7 T 12 12 12 12 12 12 72 12 12 12 12 9 72 10 10 72.0 12 K 12 12 12 8 8 12 10 7 7 12 12 12 12 12 12 10 12 10 10 12 9 12 10 10 198.0 12 9 12 10 7 7 12 10 7 7 12 12 12 12 12 12 9 12 10 10 12 9 12 10 10 200.0 12 7 12 10 7 7 12 10 7 7 12 9 12 10 10 12 9 12 10 10 12 9 12 10 10 T�lumm W1pp11H� • �7W pp[•••• 17-1/4' 48.0 12 8 9 9 5 5 7 7 4 4 12 12 12 10 10 11 11 11 6 6 9 6 9 5 5 ►63.0 11 6 7 7 4 4 6 4 3 3 12 12 12 7 7 8 5 8 4 4 7 3 4 4 4 72.0 10 5 6 4 3 3 6 4 3 3 11 11 11 6 6 7 3 5 4 4 7 3 4 4 4 NOi.TEl18EONENT 98.0 7 4 6 1 4 3 3 6 4 A 4 3 3 8 5 8 4 4 7 3 4 4 4 7 3 4 4 4 200.061 6 i/ 4 3 3 6 4 3 3 7 3 4 4 4 7 3 4 4 4 7 3 4 4 4 HOLLOW INC. BLOT RWI'OEi1011111tt11U= 48.0 63.0 /Mr A000� r�� 3p % /�i��/7�� 407 ��p�A� / /�zov�� r �AyV / /.� 12 12 12 12 12 12 11 8 11 8 12 11 12 7 12 11 7 5 7 5 12 8 12 5 5 *ti■u1181gmt11l,- 4 1 q ,n W4�2a 147 "1"' i 9 4 6 4 4 72.0 / 0000.,'�� r'�o 40�00r Jr 12 12 12 7 7 10 5 7 4 4 9 4 6 4 4 98.0 Amager „ �7�� „%�io�, z 11 7 11 5 5 9 4 6 4 4 9 4 6 4 4 200.0 or r r P% / ' 0' / 9 4 6 4 4 9 4 6 4 4 9 4 6 4 4 * t MI 1/54" 8 v� _ j_ ' STEEL 48.0 12 12 12 12 12 12 12 12 8 8 12 12 12 6 6 12 12 12 12 12 12 12 12 11 11 12 12 12 9 9 63.0 12 12 12 10 10 12 9 12 6 6 12 6 8 5 5 12 12 12 12 12 12 11 12 8 8 12 6 9 7 7 72.0 12 12 12 8 8 12 7 10 5 5 12 6 8 5 5 12 12 12 11 11 12 7 11 7 7 12 6 9 7 7 98.0 12 10 12 6 6 12 6 8 5 5 12 6 8 5 5 12 11 12 8 8 12 6 9 7 7 12 6 9 7 7 200.0 12 6 8 5 5 12 6 8 5 5 12 6 8 5 5 12 6 9 7 7 12 6 9 7 7 12 6 9 7 7 • ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXIST. STRUC. ANCHOR TYPE LOAD (WI P.S.F. MAX. (SEE NOTE 1) MIN. 3/4• EDGE DISTANCE SPANS UP TO S' -6" (SEE NOIE 1) SPANS UP TO 8' -8" (SEE NOTE 1) SPANS UP TO 10' -8" (SEE NOTE 1) CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 CS CONNECTION C1 (SEE C2 NOTE C3 TYPE 3 C4 C5 CONNECTION C1 (SE C2 NO13 C3 TYPE 3 C4 CS 8 0 3 O 2" MIN. 48.0 12 12 12 12 12 12 12 12 10 10 12 12 12 8 63.0 12 12 12 12 12 12 12 12 7 7 12 12 12 6 6 U ..+. p uy6 +.� P / - �� , i�Y� 720 12 12 12 10 10 12 12 12 6 6 12 12 12 6 6 98.0 12 12 12 7 7 12 12 12 6 6 12 12 12 6 6 200.0 12 12 12 6 6 12 12 12 6 6 12 12 12 6 6 2" MIN. 48.0 12 12 12 12 12 12 12 12 7 7 12 12 12 6 6 63.0 12 12 12 9 9 12 12 12 5 5 12 12 12 4 4 Lv/'g - - G,'} t S r P W •� � wt�� 72.0 12 12 12 8 8 12 12 12 5 5 12 12 12 4 4 98.0 12 12 12 6 6 12 12 12 4 4 12 12 12 4 4 200.0 12 12 12 4 4 12 12 12 4 4 12 12 12 4 4 * 48.0 12 12 12 12 12 12 12 12 8 8 12 11 12 7 7 tnE1171U1t1UW1.. 63.0 12 12 12 10 10 12 9 12 6 6 11 5 7 5 5 1- .? �w L 4-2 117 72.0 12 12 12 9 9 12 6 9 5 5 11 5 7 5 5 98.0 12 9 12 6 6 11 5 7 5 5 11 5 7 5 5 200.011 5 7 5 5 11 5 7 5 5 11 5 7 5 5 ANCHOR NOTE; 1. SPANS AND LOADS PANELS HERE ARE FOR FDic LOADS MUST 88 LIMITED TO THOSE �AR�WYl1 PANEL SPANS FOR SPEQ 2. x ON QL O N GT DE GN O CTOp GREATER ANCHOR EDGE LOAD ON HUTER AND C GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. EXISTING STRUCTURE MAY BE CONCRETE HOLLOW BLOCK OR WOOD FRAMING. RRqEFE OENSCEIANCH ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON 5. RECOMMENDATIONS. NHORS SL B INSTALLED IN ACCORDANCE WITH MANUFACTURERS' 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR T SHyyHHHAEL TLOCATE T CABL CABLES PRIOR TO ANCHOR POST-TENSIONED COORDINATE CONTRACTOR 8. VARYY. FIELD VERIFY THAT FASTENERS WOOD FRAMING, ARE INTO ADEQUATEIW000FRAMING MEMBERS. SEEDRE. NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY 9. SHALL BE LOCATED IN CENTER OF NOMINAL 2 x 4" (M 1N 1 WOOD STUD 3/4" EDGE DISTANCE I5 AACCEPTABL�RE FOR WOOD FRAMING. WOOD STUD SHALL HAVE PHILLIP�StPAN HEAD G.0.55 OR DENSITY. LAG SCREWS SHALL 10. INABASE ANCHOR SHALL AY HAVE EITHER 1/2" ANHHEAD, TRUSS THREADS OR WAFER HEAD (SIDEWALK BOLT(. U.O.N. It ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 12. *DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW. NUT OR WASHEREO WINGNUT. // --MIN. 2x ANCHOR DIAMETER { MAX. 1/2 ANCHOR SPACING r y SPACING PER , SPACING PER "I ANCHOR SCHEDULE "I ANCHOR SCHEDULE ALUMINUM ANCHOR FROM EXTRUSIO SCHEO., TYP.- PRODUCT REVLSSI7 as complying wtrb ale Florida Bolding C0O4 Ace *.c./ No Zopladea Date By' E" .0 V J ).ne2 00e04axxj�,_ RLkOm Ch an 12/06/2006 RaTEI Wel i 06-557 sheet 3 of 4 8 2 • •• • • • • • • •• • • •••• • • •••• • • • • •• • • • • • •• •• • • • • • • • •• • • • • •• • • • • • • •• • •••• • • •••• A MINIMUM STORM PANEL SEPARATION FROM GLASS (IN)* 8 L E POSITIVE DESIGN 2 - LOAD (W) (PSF) AtTUAL SPAN (L) (FT - IN1 MIN. SEPARATION FROM GLASS FOR INSTALLATIONS LESS THAN 30' ABOVE GRADE (INCHES) MIN. SEPARATION FROM GLASS FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) • 30•0 • • • 3 - 6 3 -1/2 1 -5/16 8 - 8 3 -1/2 1 -7/8 10 - 8 4 -1/4 2 -3/4 • • • 40.a • • • • 3 - 6 3 -1/2 1 -5/16 8 - 8 3 -1/2 2 -1/8 10 - 6 4 -1/4 3 -1/8 •• SOUP •/•••• 3 -6 3 -1/2 1 -5/16 8- 8 3 -1/2 2 -3/8 9 - 11 4 -1/4 3 -1/8 • • VWb• •••• 3 - 6 3 -1/2 1 -5/16 8 - 8 3 -1/2 2 -9/16 9 - 6 4 -1/4 3 -1/8 • • • b• • •�� ``�� 3 - 6 3 -1/2 1 -5/16 8 - 8 3 -1/2 2 -3/4 9 - 0 4 -1/4 3 `••� • 0b.U• • • 3 - 6 3 -1/2 1 -5/16 6 - 6 3 -1/2 1 -13/16 8 - 2 3 -1/2 2 -5/8 90.0 3 - 6 3 -1/2 1 -5/16 5 - 6 3 -1/2 1 -9/16 7 - 3 3 -1/2 2 -3/16 100.0 3 - 6 3 -1/2 1 -5/16 6 - 7 3 -1/2 2 110.0 3 - 6 3 -1/2 1 -5/16 5 - 11 3 -1/2 1 -3/4 ♦ SEE TABLES 1 & 2 NOTE NUMBER 3 TABLES 1 & 2 NOTES 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. PANEL SPAN IL■ax). POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEPTABLE. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES. USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. 3. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SEPARATION FROM GLASS. T A 8 L E 1 MAXIMUM ALLOWABLE STORM PANEL SPAN SCHEDULE NEG. DESIGN LOAD (PSF) Lmax. (FT - IN) 30.0 10 35.0 10 -8 40.0 10 -4 45.0 10 -0 48.0 9 -10 50.0 9 -9 55.0 9 -6 60.0 9 -4 62.0 9 -3 65.0 9 -1 67.0 9 -1 70.0 8 -11 72.0 8 -10 75.0 8 -8 80.0 8 -2 90.0 7 -3 100.0 6 -7 110.0 5 -11 115.0 5 -8 120.0 5 -5 130.0 5 -0 140.0 4 -6 150.0 4 -4 160.0 4 -1 170.0 3 -10 180.0 3 -7 190.0 3 -5 200.0 3 -3 PRODUCT REVISED us complying widt Ste Radek PAttafgCade AecclHaam Na Dale 0 - Mama Dade N P a 2 S 0 V.J Kneeevich 0.. WhN63 n6 mu 12/06/2006 AS NO10D MCA WWI 06 -537 sheet 4 of 4 MIAMI E COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Labrador & Fundora Corp dba V & V Windows 2355 W. 4th Avenue ..:.: :.. Hialeah, FL 33010 -1454 SCOPE: • • .. •• • • • • • • • • • • ••• • • • • • • • • • • • • • • •.• • • • • ••• • • • • • • • • • • • • • • • • • • ••. • .'. .'. MI -DADS COUNTY, FLORIDA • • • • . • • • MBTRO- 3A,Dh� FtAtraR BUILDING • • 1412 WEST.F.149 ,ER i 7s SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 ••• • • • •• ••• •• •• •'wv w iI1iiilde.by/buildinacode - -�•• • • • • • • • • •• • • • • • •.• •• 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 tgAvrt„,tlii‘prasimg 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 "1200" Aluminum Horizontal Sliding Glass Window — N.I. APPROVAL DOCUMENT: Drawing No. W07-50, titled "Series 1200 Alum. Horizontal Rolling Wdw. (Nlr sh6'eis i'thiY8ugh 6 of 6, dated May 29, 2007 with revision A dated August 23, 2007, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, 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: 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 affectii ` the . :. . g 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 NOA is displayed, then it shall be done in its entirety INS 'E.0 IO i ;.A,copy ofthis entire NOAishai'be,provided•to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, F.E. -J.1z .- K ra,a1 Lc. maxi t 1 nick tie' eIe. NOA No. 07- 0612.10 Expiration Date: September 27, 2012 Approval Date: September 27, 2007 Page 1 Labrador & Fundora Corp dba V & V Windows • • ••. • • • ••• • •. • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • •.. • • • • • • ••• NOTICE OF ACCEPTANCE: EViD 1VCE•SU..MIT'&ED : • • • • • ::: •... • .... • ........ • • A. DRAWINGS 1 `'+' "1Vlsitifacturer's rile drawings and sections. 2. Drawing No. W07 -50, titled' Series 1200 Alum.- orrzQdtal:tolllflg (N.I.) ", sheets 1 through 6 of 6, dated. May 29, 2007 will! r visiiniA, terAugust 23, 2007, prepared by Al- Farooq Corporation, signed an'd'sedle 1 Httnfa'Qdn Farooq, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 .:: 3)::WaterResistaince Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram, prepared by American Test Lab of South Florida, Inc., Test Report No ATLSF- 0103.01 -06, dated May 05, 2007, signed and sealed by Henry Hatteni, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2004, prepared by Al- Farooq Corporation, dated May 24, 2007, signed and sealed by Complies with ASTM E1300, 02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None STATEMENTS 1. Statement letter of conformance, compliance and no financial interest, dated May 23, 2006, signed and sealed by Humayqun Farooq, P.E. 2. Statement letter of compliance, dated May 09, 2007, signed and sealed by Henry Hattem, P.E. G. OTHER E -1 Jaime D. Gascon P,E. Chie , Product Control Division NOA No. 07 -0612.10 Expiration Date: September 27, 2012 Approval Date: September 27, 2007 SERIES 1200 1- I ZO S -DO APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.S./H.S. OR HORIZONTAL SUDING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING WAMI—DADE COUNTY APPROVED MUWONS IAVBETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULUON APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCWDING HIGH VEUICITY HURRICANE ZONE (HVHZ). WOOD awn BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DErAns. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WAIL 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 ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. GLAZING DETAIL WINDOWS NOT RATED FOR IMPACT. INSTAUATION OF THIS PRODUCT 114 THE HVHZ AREA REQUIRES THE USE OF APPROVED SHUTTERS OR EXTERNAL PROTECTION DEVICES COMPLYING WITH HVHZ REQUIREMENTS. INSTAUATION OF THIS SYSTEM OUTSIDE THE HVHZ AREA SHALL MET THE APPUCABLE REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION. ESP: OR HUMAYOUtt MR= STRUCTURES fltAxPE 15t3tra AUG 2 4 7007 DataZLId 50 a • Maud yin; wallets BY A •1 drawing no. W07-50 rsheet 1 of 6, t • ••••4 • • • • •••••• •••• • • •••• • • • • • 1 • • :6 DESIGN LOAD CAPACTTf - PSF (30 OR 03 USES) WINDOW DIMS. A 3/18' ANN. GLASS 3/18' 22I/P. 'GL135 WID111 580111 ., EM.( +) 1374-) EXL( +) 1611;(-) 24- WIDIF 3 '' , 73.3 125.0 73.3 210.0 38' 24' 4 .: 73.3 125.0 73.3 210.0 48' T• • j2r • 5 73.3 125.0. 73.3 210.0 4 88 •• 8 -:74'3 • &S.O 73.3 210.0 4 72' 8 .: 35.3 • 1254 733. 210.0 24' -s 3 733 125. 73.3 210.0 4 38 • !� • 125.0 78.3 1284 73.3 210.0 49• j3) S • , 73.3 185.8 60' 210.0 7 ; 733 105.7 73.3 189.9 1 72' ••• : 6 ••i!/a 73.3 168.2 1 24' • • • 3 .,1174 • 015110 73.3 210.0 1 38' - - • 41t8 • 4 ` 73i. Ap.S 73.3 152.5 48' (4 • 5 ; 80.3 854 ' 73.3 123.9 80' • ••• '77-73g• 14.8 733 105.1 72' • 8 , . 676••670 73.3 89.1 24' • • • 3 7 ^'•-• .; r i 73.3 ' 1852 38' •80' • 4 .. • <: 73.3 80.7 73.3 1188 48' • A • 8 •84.3 73.3 92.9 68 •••• 7 • 54.9. 713 793 72' •' • • a x:49.0 49.0 708 70.8 28 -1/2' . • • . 3 :7 733 125.0 733 210.0 1,4 37' '- 281 - 4 ,73.3 . 125.0 73.3 210.0 ' 57.5 57.5 88.2 ' 773.3'. . 125.0 ;':73.3".= 2100 74 (5) 8 733 ' 1175 73.3 210.0 ;28-1/2; .•�.. ... : 3 - „733 125.0 73.3 210.0 ,., 37•:;. ". 38- 3/8'.': ; ?'4.!'::73.1 125.0 .73.3 198.8 53 -1/6' c (3) ,• . .' 6 `r 73.3 1098 ..73.3 180.6 74 73.3 8 f733. 803. 73.3. 145.5 28 -1/2' 124.3 3 ' ' 73.3 125.0 '73.3 • 183.6 3r 50 5/8 -'4 73.3 - 08.11 73.3' 1394" 53-1/8 (4) 8 73.3 74.7 733 107.9 74' 118.1 a ` 823 823 733 90.0 28 -1/2' 848 3 ' 73.3 89..2 733 143.3 37' 83' 4 73.3 74.5 733 107.6 53 -1/8' (5) 8 .56.1 521 73.3 81.0 74 84.4 a 45.0 45.0 BSA 550 A - 140. OF ANCHORS PER HEAD & SILL ( ) - N0. OF ANCHORS PER JAMS DESIGN LOAD CAPACITY - ($OX S7LEB). �y- - 1 3/18' ANN. 4748$ ��- yyyS��-F FF- a IS *90. GUM 3/18' YEW. GId$ 3/16' MN. Goss Lt 1301 3/19• Tam. 916893/18' AT vs al' AT IBNT 3/19' ANB. GUM 67 713. 146 V' 67 30141 AT ENT TEI@. a :: AT FEL IDS J WIDIF 5 /16' ANN. MASS 3/4" 130?. 014883/18" TOSP. 51438 3141 ND09 DB13. A AT FM MB ME UTE AT FEL INN tiM 14 HEIGHT 8 EXT.( +) 1NT.( -) 4Sr.( +) 1N7.(-) EXT.( +)'1NT.( -) 210.0 73.3 8 73.3 125.0 W3.3 125.0 73.3 210.0 210.0 24' 9 73.3 125.0. 99.5 125.0 733 - 210.0 210.0 (2) 11 73.3 125.0 3�3 125.0 :73.3 210.0 908 733 12 73.3 125.0 '•Y3.3 125.0 73.3 210.0 123.0 733 8 73.3. 125.0 y33 125.0 73.3 185.8 125.0 36' 9' 733 113.4 .13.3--T1-a-.4 733 ' 173.7 73.3 (3) 11 73.3 99.3 {.3 99.3 73.3 167.2 $08' 129.0. 12 733 87.9 Y3.3 87.9 73.3 185.2 69.5 89.8 8 73.3 85.8 . y3.3 927 713 123.9 4' 48' 9 73.3 77.8 1.3 79.1 73.3 112.4 g (4) 11 72.4 72.4 X48 72.8 73.3 104.5 108' - 12 87.7 57.7 ' .7 87.7 73.3 99.1 80' (8) 8 843 84.3 .43.3 783 73.3 92.9 80' . 9 ' 57.5 57.5 88.2 ' 59.9 73.3 83.1 Wr (5) 11 52.8 328 F61 - 733 ' 794 10B" 12 12 49.0 49.0 . ,, {r_ ' - 70.8 70.8 Y4' 74"0- 108- 144' 111-; .' 8 73.3 125.0 31e.3' 125.0 73.3 210.0 100•x`7/4' 28' 12 73.3 124.3 • +3i3 1243. 73.3 210.0 .1,I' 210.0 12 733 117.9 .73.3 117.9 73.3 210.0 74' 73.3 8 ' 73.3 115.3 7!3.3 ' 118.1 733 ' 1.88.5 108=1/4 .:38 -3/0'. 12:- 733.' 848 ' 7.33'' ' 84.8. '.73.3... 148:2' .111' (37 12 73.3 80.5 713 808 73.3. .145.5. 74' 713 8 73.3 - 784 .73.3 84.4 73.3 113.3 108 =1/4'. 3/5 �- 12 ' 83.8 83.8 - i - 73.3 91.8 1,111• -. (4) 12 .82:3 823 ;- 84.9 ..733 908 74' ..73.2. .'d a 59.3 593 .7{.3 - 703 ..73.3._ . .41.6 108- "i /•4•. . 83' ?� I2. 452. . 48.2 , - 86.7 ' 68.7'. 161` (5) 12 48.0. 45.0 - - - 83.0: 884 A o NO. OF ANCHORS PER HEAD & SIU. () = N0. OF ANCHORS PER JAMB OPERATING VENTS TO BE 1/3 OF THE W1ND071 WIDTH DESIGN LOAD CAPACITY - PSF (XOX SIZES) ;p A WINDOW DIMS. 1 i •r aD :r •r OPERATING VENTS TO BE 1/3 OF THE W1ND071 WIDTH DESIGN LOAD CAPACITY - PSF (XOX SIZES) ;p A WINDOW DIMS. A WHOLE RECOOREDIG MITH RENRWING 3 /16' ANN. 0U25 Ai Ma 3/16' MN. Goss Lt 1301 3/19• Tam. 916893/18' AT vs al' T4aP. r . 67 MDR 3/19' ANB. GUM 67 713. 146 5/19' TRIP. GIPS AT FIE. UTE 3/18' TEMP. 014.453/1r AT Fla. LDS TEI@. a :: AT FEL IDS J WIDIF HEIGHT EXL(+) 110.( -) OR.( +) 1NL( -) EXL(+) TNT.( -) •EXF.(+) 187.(4 72 84.'0 98'j 104 24' (2) 8 713 125.0 73.3 125.0 73.3 210.0 73.3 210.0: 9 73.3 118.0 73.3 125.0 77.3 210.0 73.3 2I0.Gt: 11 73.3 99.5 73.3 125.0 733 210.0 73.3 12 73.3 69.1 .73.3 l2 73.3 210.0 733 2IOA 73.5 84•'3 96'3 10 39' (3) 8 73.3. 91.9 73.3 123.0 733 198.8 733 190.31` 9 73.3 80.5 73.3 125.0 73.3 •180.9 73.3 11 70.1 70.1 73.3 1250 73.3 174.9 73.3 1783 12 804 ' 80.4 73.3 129.0. 733 170.5 733 7211 64'3 98'' 108} 48' (4) 8 69.5 89.8 .733 102.5 733 120.1. 73.3 121 to 9 823 824 733 95.0 73.3 111.4 733 112.3 i 11 84.8 54.5 73.3 90.6 73.3 106.2 73.3 12 - - 73.3 87.8 - - 73.3 I03.6 72c 846- 96'17 , . 1081`. 80' (8) 019 51.6 ' 73.3 751. 734 88.1 . 73.3 9 - - 88.2 88.2 ' - - 73.3 11 - - 814 03.4 - - 73.3 12 - , - •80.1 80.1 - - 714 74"0- 108- 144' 111-; .' 25* . .... 8 713 124.8 •73.3 1810 73.3 210.0 73.3 210 .0F 12.. 12 73.3 73.3 785 73.3 .128.0 73.3 210.0 733 76.0 ' ..733 125.0 733 210.0 : 73.3 210.0 74I'' 108 -144. 111'; .. 1' 8 73.3 ':84.9 73.3 125.0 73.3 188.0' 73.3 181.3' 12 .598.. 599 73.3 125.0 73.3 152.8 73.3 1938'' 12 . 58.8 ' 880. 73.3 1289 713 151.1 73.3 102.4 ; 74`_ 108 -1,4' ....116 50-5/8' () ..4.. 8 • 84.3 1623 73.3 93.4 73.3 109.5 ' 73.3 110.4.. 12. . - 73.3. 80.3 . - - 73.3 84.9 .12, .. .- ..73.2. .'d 79.3 x:_ - . 7777_,.: 73.3 " 91.8:1 74 106 -1/4. 111' 9 (5) 8 474 47.8 69.1 69.1. 73.3 61.1 73.3 817 ' 88.3. +. 12 - ' 58.1 . 58.1 . - -. 88.3 ' 12 - - 55.0 55.0 - - 858 804 A = N0. OF ANCHORS PER HEAD As SILL ( ) - N0. OF ANCHORS PER JAMB • 4- OPERATING VENTS TO BE 1/4 OF THE WMOOT WIDTH ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE FOR WINDOWS WITH APPUED RISER AT FRAME SILL FOR STD. SILL (NO RISER) OMIT EXTERIOR( +) LOADS TO 65.0 PSF I SEE DETAIL ON SHEET 3. NOTE GLASS CAPACITIES ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OC405- DEC -219 Eny: DR. sulacon FAR000 RA. 15357 c.N.AN. F7o: ciya3a5a81m• 71me 0 NOA6 I1Dmd 200/ ey "° drawing no. W07 -50 eheet.2o1 8 ) • • • • • . • • • • • • TYPICAL AT4CHORS SEE ELEV. FOR SPACING \ • • • A. • • 311 ■ TYPICAL ANCHORS urrAL r see Ems. FOR SPAM* 1 1BY STRUCTURE + WOOD soot MIANI-DADE*COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPANCIE NOA u 2 * • • • 1 • • lo • • • • • • • • • • • • • c. L :TYPICAL ANCHORS • . EE ELEV. FOR SPACING V100 ,BUCKS AND METAL STRUCTURE NOT 13Y V & v WINDOWS MUST ,SuSTAIN LOADS NiPoSED BY GlAZIN SYSTEM AND TRANSFER THEM TO THE Butumc ST.ICTURE. TYI½CAL ANCHOR SEE ELEV. FOR NINO 1/e TAPCONS BY 'ELCID. INTO OBY WOOD BUCKS OR WOOD STRUCTOES 1 ,-3115. MIN. PENETRATION INTO WOOD THRUIBY BUCKS INTO CONC. OR MASONT 1-1/47' MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY MIN. EMBED INTO CONC. OR MASCIIVRY 114415SaiElE08.14MSaM INTO BETAL STRUCTURES STEEL: 12 GA. MIN. (Fy += 36 KSI MIN.) ALUMINUM: 1/8- THK. MIN: (6083-T5 MIN;) (STEEL IN CONTACT WITH ALUMINUM TO BETLATED OR PAINTED) 1111'41-6-4335111EDRILLIMUM6Dzictuumeamma,:St: INT0 RADE COUNTY APPROVED MULLIONS (MIN. THK. .0901 (NC1IIM SPACE)- INTO iiONCRETE AND MASONRY I-1/e MIN. INTO WOOD STRUCTURE I" MIN. INTO METAL STRUCTURE 1/2 MIN. MIAMI ALL JOINTS AND FRAME CONNECTIONS SEALED WITH ACRYLIC CAUU< UN1903 BY 'SCHNEE MOREHEAD'. WEEPROLES• wi 3/8" X 1/8. WEEPHOLES AT r FROM EACH END WITH PLASTIC BAFFLE. • •.:46the TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE fl. FOR SPACING • • • ITEM PART / 1 GUA1nn1Y DESCRIPTION - MATERIAL MANE. /SUPPLTBR/REMUTES 1 WW -4132 1 FRAME HEAP 8083 -75 2 ! 5137 1 FRAME SAL 8083 -75 — 3 - T .YNN- 4128A- 2 FRAME JAMB 6063 =75 — 'y`' V-1001 • 1/ VENT FIXED MTG. RAIL 6063 -73 S 9 VW1 -4133 2/ VENT VENT TOP & BOTTOM RAIL 6063 -15 — WW —OOBA 1/ VENT VENT MERI.00X 6083 -15 — 7 WW-001A 1/ VENT VVlT JAMB VILE 6063 -15 — AS REGD. GRAZING BEAD C0PT10NAL) ALULSNtM RO1J. FORMED ,.8'4 WW-006 AS REQD. APPLIED SILL RISER 8083 -15 — '.£L _9 10 — 2/ VENT SWEEP LATCH — AT 7-3/4' FROM EACH Mit _ 11 - `. AS REGD. FRAME & VENT ASSY SCRIMS.' — is X 1' PH CRS sus .f" 12 — -:. 2/ VENT SILL ENO FIXED RAIL SCRIBE — j8 X 2 -1/2" PH SMS 13 — 4/ VENT ROLLER HOUSING & GUIDE — 14 — — 2/ VENT ROLLER — BRASS OR ST. SIEFJ.. 13 — • 2/ VENT ROLLER PIN ST. STEEL. — 18 WPHL -100 2 BAFN.E — M 8 M PLASTICS 17 — 2/ RAFFLE FAME WREN — j8 X 1/Y PH SMS 4 _18 W131991 AS RIM. FW SEAL PILE WSTRPPV4O — UURAFA9 19 9148 AS RE00. BIAS WSIIBPPING WM. — 20 — . OPTIONAL MEIN — s/18' BOX .:. 21 — AS REOD. MRi. STILE REINFORCING STEEL — a — _L896_— ! ^1.122+ MTG. STILE REINFORCING EigF: OR. HIAIAYOIW FAR000 VIA STRUC�nUR�ES CAN. $5367 AUG 3 A 2007 drawing no. W07 -50 (meet 5of s j • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • • • •••• •• • • •••• • • • • • • • • • • • • • • • • • • • • •••• • • • • • ••• ••• • • •• • • • •• ••• •• • • • • • • •• • • • • • ••• •• • nd STREET 9 1 LOCATION PLAN st STREET NOT TO SCALE 23 ADDRESS; ALEX A GLORIA M❑RRONGIELL❑. 25 N.E. 101st STREET MIAMI SHORES, FLORIDA LEGAL DESCRIPTION! SURVEY OF LOT 15, BLOCK 11, OF °MIAMI SHORES, SECTION 1, AMD °, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 10 AT PAGE 70 OF THE PUBLIC RECORDS OF THE ADE COUNTY, FLORIDA. SCOPE OF WORK! NEW WINDOW INSTALLATION WITH SHUTTER AND REPLACED EXISTING WIND ❑W AND SLIDING DOOR WITH NEW ONES, SHUTTER SYSTEM TO REMAIN, GENERAL NOTES! 1. VERIFY ALL DIMENSI ❑NS ON DRAWINGS AND CONDITIONS AT JOB SITE PRIIR TO COMMENCING WORK NOTIFY ARCHITECT OR OWNER REPRESENTATIVE OF ANY DISCREPANCIES AND SECURE AN INTERPRETATION OR DECISION FROM THE ARCHITECT BEFORE PRECEDING WITH THE WORK DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN. 2. OBTAIN THE LATEST SET OF DRAWINGS, INCLUDING ANY REVISIONS, BEFORE COMMENCING WORK NO CHANGES OR SUBSTITUTIONS SHALL BE MADE WITHOUT THE WRITTEN PERMISSION OF THE OWNER /ARCHITECT /INTERIOR DESIGNER. 3, ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE REQUIREMENTS OF THE 'FLORIDA BUILDING CODE' CURRENT EDITION, NOTE ALL LOCAL CODES SHALL PREVAIL. 4, THE ARCHITECT DOES NOT ACCEPT RESPONSIBILITY FOR THE MISINTERPRETATI ❑N OF THESE PLANS BY OTHERS, THE REVIEW AND APPROVAL OF SHOP DRAWINGS BY OTHERS, 5, THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY ITEMS PURCHASED BY THE OWNER AND GIVEN TO HIM FOR INSTALLATION, 6, DO NOT SUBSTITUTE MATERIALS, EQUIPMENT'S OR METHODS OF CONSTRUCTION UNLESS SUCH SUBSTITUTIONS OR CHANGES HAVE BEEN APPROVED IN WRITING BY THE OWNER /ARCHITECT /ENGINEER, 7, THE ARCHITECT /INTERIOR /DESIGNER HAS THE RIGHT TO REFUSE ANY MATERIAL AND WORKMANSHIP THAT DOES NOT MEET HIGH QUALITY STANDARDS OF THE VARIES TRADES INVOLVED. 8. CONTRACTOR SHALL DELIVER THE ANNOTATED JOB RECORD SET TO THE OWNER UPON COMPLETION OF THE WORK AS A CONDITION OF ACCEPTANCE, 9, CLEANING AND DEBRIS REMOVAL, THE OWNER SHALL RECEIVE THE PROPERTY FREE FROM DUST, ALL GLASS SURFACES SHALL BE CLEAN AND DEBRIS SHALL BE REMOVED FROM THE SITE, THE CONTRACTOR SHALL MAKE EFFORT TO MAINTAIN THE FLOOR CLEAN DURING CONSTRUCTION PROGRESS, LEFTOVERS FORM MEALS CONSUMED ON PREMISES SHALL BE DEPOSITED IN SEALED CONTAINERS, 10, THE CONTRACTOR SHALL PRODUCE, BY MEANS OF SHOP DRAWINGS, ALL ADDITIONAL DETAILS WHICH ARE INFERABLE FROM THESE PLANS AND WHICH ARE NECESSARY FOR THE EXECUTION AND COMPLETION OF THE 11. THE CONTRACTOR MUST FURNISH ALL LABOR TOOLS, MATERIALS AND EQUIPMENT NECESSARY TO EXECUTE THE CONSTRUCTION OF THIS JOB. GEORGE FREIJO, P.E. COMMENTS u Fine Line Engineering O W I. Zru� 2 I• - u g • W O LA 9z_ L SE as N Q J hh ij hog 0" Mil Po 1211i re !MI ;ill M m m cm m O M E LL' 5, O a LL m M- m mom lei fa c w N c W N h u H V 2 0 m 0 0 0 M 08/11/2008 SP 4 SITE PLAN 1 C • • ... • • • ... GARAGE .. • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • ....... • ••• • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • .... . • •••• • . • ••• ••• • • .. • • • .. ••• .. • • • • . • • • • •••••••••••• PATIO DINING KITCHEN BAT LIVING JOB AREA •■■ LDRY W,I,C, v BEDROOM EXISTING FLOOR PLAN Scale: 118' i■ 41k. 6' -0° EXISTING 6' —ON x 6' -8 111 SLIDING DOOR TO BE REPLACED. SHUTTER SYSTEM TO REMAIN, EXISTING SH -14 TO BE REMOVED, DINING EXISTING WALL TO BE DEMOLISH. EXISTING SH -14 TO BE REMOVED, LIVING EXISTING SH -24 WINDOW TO BE REPLACED, SHUTTER SYSTEM TO REMAIN, 6'-4° 3' -11° DEMOLITION FLOOR PLAN Scale: 1 /4' COMMENTS u Fine Line Engineering 111 11:11 1111 11; 10 IhRg -t !WI ill R m o M • c.) m ' d D m rn O m vl D��' era o0 b: NcC .2-i c = ws dam.© N C•) w $�% U •cvri� c al .b GA w Y d d > O q 3 In 0 O 0 N m 0 0 N m Al 2 4 EXISTING AND DEMOLITION PLAN r c� 6'-0° 2'-7" NEW 6' -0° x 6' -8° FRENCH DOOR, MANUF JELD —WEN INC. DINING 1 # 5 BAR (TYP) SEE DETAIL PAGE A3. NEW 111 °x50 -5/8° HORIZONTAL RAILING WINDOW. MANUF V & V TEL # 305,888,4151 MODEL + D24X0HR COLONIAL WHITE, WITH SHUTTER (SEE NOA ATTACHED FOR SPECS) LIVING NEW (2) SH -24 WINDOW. MANUF V & V TEL # 305,888,4151 MODEL + COLONIAL WHITE. 3' -11° 6' -4° 3 PRPOSED FLOOR PLAN scale: 1/4' =1-0' 3' -11° STUCCO ON CONCRETE BLOCK. 11111111111g°101/1 morz IIIIIIIIIIIi i- 1 °x3° P,T, FURRING W /1/2° DRYWALL, WINDOW BUCK DETAIL FILL CELL. 1 # 5 (TYP) CAULKING, SECURE WIND ❑W JAMB THRU WOOD BUCK INTO CONCRETE W/ 44° DIA, TAP —CONS AS PER MANUF. SPEC. CONTINUOUS 1 x P,T, WOOD BUCK W/ 40 DIA, TAP —CONS (EMBED 1 —Y2° MIN) @ 12" O /C, CAULK ALL WOOD BUCKS PRIOR TO FASTENING (TYP), NOT TO SCALE STUCCO ON CONCRETE BLOCK, 1 °x3° P,T, FURRING W/1/2" DRYWALL. DOOR BUCK DETAIL FILL CELL. 1 # 5 (TYP) CAULKING. SECURE DOOR JAMB THRU WOOD BUCK INTO CONCRETE W/ %4° DIA. TAP —CONS AS PER MANUF, SPEC, CONTINU ❑US 1 x P.T. WOOD BUCK W/ V'4° DIA. TAP —CONS (EMBED 1 —i2° MIN) @ 12° O /C, CAULK ALL WOOD BUCKS PRIOR TO FASTENING (TYP), NOT TO SCALE • •. •• •• •• •. •� • • • • • co CN N 0 0 i 0 tn 0 Z z X 0 m uQ g iwPg illy di IhH Vii! iqd Nthh Qf t• A•• ••:• �� •N • �-�' o f • • •b _ .••••• To co_ • • smut 0 G A2 Lel n r O u- vri■PROPOSED PLAN AND DETAILS WINDOW ELEVATION scale: 1 /2' -1' -0' 6' -4" A -3 1 ' ' 11 II ___ _ _IL -- - --I - -- 11 -ZINE-44- + 34,8 == 1= 11 II ___ II 11 II 1 1 - --JI - -- -IP -= 11 __7F-__ 11 - - _II- - - II II II 11 II WINDOW ELEVATION scale: 1 /2' -1' -0' 6' -4" A -3 WINDOW ELEVATION Scale: 1/2' - 1' - 0' A -3 NEW 111 "x50 -5/8" HORIZONTAL RAILING WIND ❑W, MANUF: V & V TEL # 305.888,4151 MODEL D24X ❑HR COLONIAL WHITE, WITH SHUTTER (SEE N❑A ATTACHED FOR SPECS) NEW 6' -0" x 6' -8" FRENCH D❑OR, MANUF1 JELD -WEN INC. NEW (2) SH -24 WIND ❑W, MANUF+ V & V TEL # 305,888,4151 MODEL COLONIAL WHITE, 9' -3" ZONE #5 + 34,9 - 44,5 WINDOW ELEVATION Scale: 1/2° - 1' - 0' A -3 # 5 BAR, SET IN EPDXY. EMBED 6' MIN, EXIST. CONCRETE TIE BEAM. # 5 BAR, FILL BLOCKS CELLS WITH S ❑LID CONCRETE. # 5 BAR, SET IN EPDXY, EMBED 6" MIN, EXIST, C NCRETE FOOTING. d A MASONRY WALL REINFORCEMENT FOR OPENINGS 3' —O" OR LARGER ( 4 NOT TO SCALE A -3 • • .' •• N • 0 ro N a0 0 2 0 U 0 U Z Z 0 = ow a U • • ■■•••tn N. •••4) • •.,y • .c ••el • • W c -J G1 Ll. •1 •� • • • • ••• • t�'�m ••0000 • f�• •m • .Q • m 00 •v ^ K • r,,..f. • N LL = co • C •••0i • c� J • 0 • O SO �+ 9 J W < C5 CD ONO LL O Q 0 0•v) Oa N O 0 N I m 0 ko 0 N m CO 0 0 N 0 0 A3 4 4 WINDOW ELEVATIONS AND DETAIL. ZINE #4 + 36,0 - 39,2 WINDOW ELEVATION Scale: 1/2' - 1' - 0' A -3 NEW 111 "x50 -5/8" HORIZONTAL RAILING WIND ❑W, MANUF: V & V TEL # 305.888,4151 MODEL D24X ❑HR COLONIAL WHITE, WITH SHUTTER (SEE N❑A ATTACHED FOR SPECS) NEW 6' -0" x 6' -8" FRENCH D❑OR, MANUF1 JELD -WEN INC. NEW (2) SH -24 WIND ❑W, MANUF+ V & V TEL # 305,888,4151 MODEL COLONIAL WHITE, 9' -3" ZONE #5 + 34,9 - 44,5 WINDOW ELEVATION Scale: 1/2° - 1' - 0' A -3 # 5 BAR, SET IN EPDXY. EMBED 6' MIN, EXIST. CONCRETE TIE BEAM. # 5 BAR, FILL BLOCKS CELLS WITH S ❑LID CONCRETE. # 5 BAR, SET IN EPDXY, EMBED 6" MIN, EXIST, C NCRETE FOOTING. d A MASONRY WALL REINFORCEMENT FOR OPENINGS 3' —O" OR LARGER ( 4 NOT TO SCALE A -3 • • .' •• N • 0 ro N a0 0 2 0 U 0 U Z Z 0 = ow a U • • ■■•••tn N. •••4) • •.,y • .c ••el • • W c -J G1 Ll. •1 •� • • • • ••• • t�'�m ••0000 • f�• •m • .Q • m 00 •v ^ K • r,,..f. • N LL = co • C •••0i • c� J • 0 • O SO �+ 9 J W < C5 CD ONO LL O Q 0 0•v) Oa N O 0 N I m 0 ko 0 N m CO 0 0 N 0 0 A3 4 4 WINDOW ELEVATIONS AND DETAIL.