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WS-07-418 Miami Shores Village ©th(m,;� Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel: (305)795.2204 Fax:(305)756.8972 BUILDING `�' Permit No. l8 (� C_?— MAR 0 5 007 6 PERMIT APPLICATION � p Master Permit No. FBC 2004 Y• ------- Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name(Fee Simple Titleholder) � 'V � a f 0 W Phone# Owner's Address Snn City rtt LVYw State D Y F Ck Zip 13 Tenant/Lessee Name Phone# Job Address(where the work is being done) ` V v L 4 S-�T4_Q_t City Miami Shores Villa e County Miami-Dade Zip `3 1 FOLIO/PARCEL# Is Building Historically Designated YES NO Contractor's Company Name 0(-U( E'�- - 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$�� , Square/Linear Footage Of Work: Type of Work: ❑Additi ❑Alteration ❑New dRepair/Replace ❑DemMca--r" Describe Work: �Q�l a v L Submittal Fee$ Permit Fee$ CCF$ CO/ C Notary$ 9*00_ Training/Education Fee$'().X Technology Fee$ U Scanning$ Radon$ DPBR$ Zoning$ Bond$ Code Enforcement$ Double Fee$ Structural Review.$ Total Fee Now Due$ 1�.40 See Reverse side—� Bonding Company's Name(if applicable) Bonding Company's Address ,r 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 inspection fee will be charged. Signature Signature Owner or Agent Contractor The forego' *instrument was acknowledged me this The foregoing instrument was acknowledged before me this day of 40y' ,2(( 7 ,by day of ,20_,by who is personally known to me or who has produced 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 P C• ;, Y°�: Maoel Varg, - NOTARY PUBLIC• COmmissiJn#DD)310 1 ,nires,Ju! 13,20!' Bonded YhrL Sign: m,bondingCo Inu Sign: Print: Print: My Conutission Expires: My Commission Expires: ** APPLICATION APPROVED BY: �6 Plans Examiner Engineer Zoning (Revised 02/08/06) L VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT NAME: f::� I V DATE: �— ADDRESS: h1'GCM.�-t� 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 thatyou 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. 1 understand that as ani 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 ez 4. I understand that the building_offrcial 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 JV 1 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 (E6 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 7. 1-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. Initial—Els. Was acknowledged before me this S day of r'1Q(Li1 1 , 20 B ho was personally known to me or who has Produced there License or as identification. OWNER NOTARY i9 "PVmL `� Comm, D Fxpires'Jul 13,2ooD2319 110nded J 11rL aathr F,nndmA('() Inr Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, FI 33138 Tel: (305)795-2204 • Fax; (305)756-8972 2/11/2016 Current Owner 117 NE 98 Street Miami Shores, FL 33138 Permit: WS-3-07-418 Address: 117 NE 98 Street Miami Shores FL Date Expired: 12/2/2007 Dear Sir or Madam, Our records indicate that the above referenced permit has expired without obtaining the proper final inspection. In order to serve you better, we need to keep our files up to date. As per section 105.4.1 of the Florida Building Code, "Every permit issued shall become invalid (expired) unless the work authorized by such permit is commenced within six months after its issuance, or if the work authorized by such permit is suspended or abandoned for a period of six months after the work is commenced, or completed without obtaining the final inspection of the work performed." Please be advised that open permits will hinder your ability to refinance or sell this property Please contact the Building Department, within 15 days of receipt of this letter in order to take care of this matter. Sincerely, Z /7 ! �o Ismael Naranjo CB ) Building Director Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 Bill To CONRAD BROWN Invoice Number: WS-10-07-30117 117 N. E. 98 ST. Invoice Date: October 22, 2007 Permit Number: WS-3-07-418 Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Permit Type: Windows/Shutters / Work Classification: Window/Door Date Fee Name Fee Type Fee Amount 10/22/2007 Scanning Fee Calculated $3.00 10/22/2007 Revision Fee Calculated $35.00 Total Fees Due: $38.00 D Monday, October 22, 2007 Miami Shores Village I OCT 19 zoos Building Department BY:_L =, 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 -----_________ Tel: (305)795.2204 Fax:(305)756.8972 �6 2�C11 BUILDING Permit No. ml- im PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type (circle): ui;; Electrical Plumbing Mechanical Roofing (,O / Owner's Name(Fee Simple Tit eholder) /v�,�a /3��11� Phone# 0 05 ?S-1 Owner's AddressI �! r City�9,�1 i, �i`>/D�2 F5 State f�011LI 4 Zip ��/✓� Tenant/Lessee Name Phone# Job Address(where the work is being done) Qf E ) N City Miami Shores Village County Miami-Dade Zip FOLIO/PARCEL# Is Building Historically Designated YES NO_'X Contractor's Company Name �Om j O W r E12— Phone# Contractor's Address C�'T:�s Yn E r�45 F�F�Z) tJ E City State Zip Qualifier Name Phone# State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name(if applicable) Phone# o4 Value of Work For this Pet db CJD Square/Linear Footage Of Work: Type of Work: ❑A tion;_ ❑Alteration ® ❑New Repair/Replace El Demolition Describe Work: r f IeVLES 0U,- ON L TE >_ Submittal Fee$r f Permit Fee$ �� - CCF$ LOI CC Notary$ Training/Education Fee$ Tech* t Scanning$ —" Radon$ DPBR$ oni 5OCT- 2 ��� Bond$ Code Enforcement$ Double Fee$ Structural Review.$ Total F MAC ee eve s 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 Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of ,20_,by day of ,20_,by , who is personally known to me or who has produced 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: NOTARY PUBLIC: Sign: Sign. Print: Print: My Commission Expires: My Commission Expires: APPLICATION APPROVED BY: Plans Examiner Engineer Zoning (Revised 02/08/06) / 5= s Inspection Worksheet � .,. Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL `f�'i S91N 9C Phone: (305)795-2204 Fax: (305)756-8972 ............. n reci�0 lV r -ber ' ' $ per it t�tUM". f. llf$► t '- Inspection Date: 06/05/2007 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Window and Door Buck Owner: BROWN, CONRAD Work Classification: Window/Door Replacement Job Address: 117 98 Street NE Miami Shores Village, FL Phone Number Parcel Number 1132060132300 Project: <NONE> Block: Lot: Contractor: HOME OWNER Buildinci De artment Comments 2 WINDOWS IMPACT IN 2ND FLOOR JUN 0 6 2007 11 007 Inspector Comments Passed E�ft.c� �o w s U P S`Nf"-k5 Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid . Monday, June 4, 2007 Page 1 of 2 M `,� Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 L.�_ ��� Phone: (305)795-2204 Fax: (305)756-8972 10 R' Permit Permit Status: APPROVED Issue Date: 3/6/2007 Expires: 09/02/2007 Permit Number: WS-3-07-418 Owner's Name: CONRAD BROWN one: Permit Type: Windows/Shutters Parcel#: 1132060132300 Work Classification: Window/Door Replacement Block: Lot: Job Address: 117 98 Street NE Section: PB: Miami Shores Village, FL Contractor(s) Phone Primary Contractor Total Square Feet: 0 HOME OWNER Yes Total Valuation: $ 1,050.00 Re uired Inspections Additional Information Window Door Attachment Shutter Attachment Final Shutters Final In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above-named contractor to do the work stated. Fees Due Amount Invoice Number Amt Due Amt Paid CCF $1.20 WS-3-07-27734 $135.40 Education Surcharge $0.20 Total: Notary Fee $5.00 Permit Fee $120.00 MAR 2 7PAID Scanning Fee $6.00 I Technology Fee $3.00 (( /htt+•{( Total: $135.40 19 1 Building Department File Copy NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS,STATE AGENCIES,OR FEDERAL AGENCIES. Applicant Signature r f F Al Pq MMIAkl- OCT 1 9 2007 BY:__ MIAMI-DADE COUNTY,FLORIDA • u�S01-�1� i .. METRO-DADE FLAGLER BUILDING B L D O NCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603.. 4 PR T LD, ION MIAMI,FLORII5tX733`13U'156f"" •; P 4u� f '„ (305)375-2901 FAX(305)375-2908 PTANCE (NOA) www.buildinecodeonline.com 3 Bllvi �--! Klamat"' Falls,OR 97601 ` 1 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]hoard of Rules and Appeals(BORA)to be used in Miami Dade County and other areas where allowed by " the Authority Having Jurisdiction(AHJ). rYs ' `A i �Tha NdA shall.noC b'e valid after the expiration date stated below. The Miami-Dade County Product Control T f"SDi�fs car (In MidmI b44C County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to hav :`dlis product or 1(natenal tested for quality assurance purposes. If this product or material fails to perform in 'the`atpted 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 M941 t 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 Flory;13Alding Bode including the High Velocity Hurricane Zone. 09040 •••••• • • • y DESCRIPTION:Series 116-8"Outswin "Glazed Steel Door—L.M.I. •••.. •••••• •.. . Y L�,P R( VAL 9tUMENT:Drawing No.J,W0509-03-01,titled"Impact Glazed Steel Door dutswxng 8"""Lip" *"�; eetS 1°thr0 c »•••• • • 00000 �( � g 6,of(prepared by Jeld-Wen,Inc.,dated 09/06/05 with revision B•04/•08;06,signed Mrd ••0.0 seal�d` James J.Ddb owski,P.E.,bearing the Miami-Dade County Product Control AppTAv j Lamp with she NotiCeof Accetance� umber and approval date by the Miami-Dade County Product Contral Drvision. ••• •. MI "STE IMPACT RATING:Large and Small Missile Impact • • LAgEI:ING:tach unit shall bear a permanent label with the manufacturer's name or logo,city,state ani••. • following statement• "Miami-Dade County Product Control Approved",unless otherwise noted herein. • RENEWAL o shall be considered after a renewal application has been filed and there has been no change in the ilding code negatively affecting the performance of this product. TE s NOA will occur after the expiration date or if there has been a revision or change in the maten�h anufacture of the product or process.Misuse of this NOA as an endorsement cafes a pro6 rs ve'isiog or any other purposes shall automatically terminate this NOA.Failure to comply wit oho this NOA shall be cause for termination and removal of NOA. EIEN'hc?The NOA number preceded by the words Miami-Dade County, Florida, and followed by t e tt rr date may be dis e entirety. played in advertising literature. If any portion of the NOA is displayed,then it shall d3' TION:.A`copy of this entire NOA shall be provided to the user by the manufacturer or its distributors llall be available for inspection at the job site at the request of the Building Official. i OA consists of this page 1 and evidences page E-1 and E-2,as well as approval document mentioned abo e. t: The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No OS-125..01 2 S' Expiration Date:May 25,2011 06 Approval Date:May 25,2006 Page 1 Y , 1 t: i �, eI -Wen Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. ` DRAWINGS k 1 ' , ,..Manufacturer's parts and sections drawings. Drawing No"JW0509=03-0111,titled"Impact Glazed Steel Door Outswing 6'-8"Lip "sheets 1 through 6 of 6,prepared by Jeld-Wen,Inc.,dated 09/06/05 with `p. r Vision"`B"on 04/08/06, signed and sealed by James J. Dobrowski , P.E. h ;a`ti;i is • 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 s 3)Water Resistant Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS_ 203-94 _ 6)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 Along with marked-up drawings and installation diagram of outs steel door, ` g , P ep'ared.,by National Certified Testing Laboratories, Test Report No. NCTL 210- a s 3 95-1 dated 9/28/05, signed and sealed by Gerard John Ferrara,P.E. C f� CALCULATIONS: ••••.. 1• :'Anchor Calculations and structural;analysis,prepared by Jeld-Went 40.1 dated...." ••,,; 11/04/05, singed and sealed James J.Dobrowski,P. E. •••••• Complies with ASTM E 1300-98 •••• •,D••• . e • • •000.0 •• • 0•00 • •000• D. QUjkLITY ASSURANCE •••••. so • Nltatlu Dade�uilding Code Compliance Office(RCCO). ` MATER L CERTIFICATIONS • ...... • t, 1. Notice'.of Acceptance No. 03-0827.08 issued to Solutia Inc. for``Cleat of Colo.Q ••••.: Interlayer"dated 03/04/04,expiring on 03/04/09. • t: 2. Test report No.J99006660-001,dated 04/08/99,for"Surface Burning Characteristics of Building Materials"per ASTM E84-97A for the Dylite Expandable Polystyrene, issued by Intertek Testing Service NA Inc. 3. Test report No.J99006660-001,dated 04/08/99,for"Test Method for Ignition Properties of Plastics,Procedure B, Short Method"per ASTM D1929-91 for the ` Dylite Expandable Polystyrene,issued by IntertekTesting Service NA Inc,•, 4• , Test,' port 1 �&ATI-61782.01-106=31,dated 01/14/06, for"Standard Test Methods 4 N f0tT6risi6n Testing of Metallic Materials"per ASTM E8-01 for Steel Door Skin, issued by;Architectural Testing,Inc. a 5. Notice of Acceptance No. 03-0428.02 issued to ODL Inc. for"ODL/Western Reflection Series Aluminum Glazed Lite Kit Assembly-Impact"dated 07/28/05, r expiring on 07/28/10. Jaime D.Gascon,P.E. -•� Chief,Product Control Office r rNOA Noo05-1 Expiration Date:' a 15 Ql X ol j iN 1 Approval Date:May 25,2006 1 ) t. E-1 i 3. . AA-Wen Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS Statement Letter of conformance and letter of"No financial interest"issued Jeld-Wen, dated.11102105, signed.gnd sealed by Steve Saffell. §tatement Letter of conformance and letter of"No financial interest"issued by David r 1 a 1 EV09 and Associates,Inc., dated 11/04/05, signed and sealed by James Dobrowski, a: G. Vii' OTHER Letter form the consultant,dated 03/24/06, stating that the product is in compliance with the,Florida Building Code(FBC). yk "! 'kf6 !?; r •••••• ••.••• • • a:k.1 • • :••• ••••• 1 •• •• ••• 4 u Z r:.. 7 „ r '. :r '.„+. � '- •••••• _+&, -�Sa:rF;jknw' :. "aT.ic } L • i I J �•iJ • i • • .47 V10 W! k i r -^ Jaime D.Gascon,P.E. Chief,Product Control Office NOA No 05.1215.01 ti Expiration Date:May 25,2011 Approval Date:Ma 25: "+ 1 IAt ` f i' E-2 �j��f •�y '�°7r�� �`.`,,, •.; .-""�`9.aC�' • •• �• ••� •'� -�'i• -_ .. �fes.. '•b-� 4.. • r �.s� �» `., � ,_ .��; ,,. ,_`,a�-y � :.� ••• _ -'-'a°I`_ �r�l:.:,-i.k• _ ,ate_�r _ • •• • • • •• -'60'0 , •• i•i • • hr 00 • GENERAL NOTES1on •PAI�1.,�IDTYi�I• • CO • '. N, +:' %ASTRAGAL I rn rn I.THIS PRODUCT is DESIGNED TOrAtEiv,TFL HE ORIDA BUILDING CODE IF. „� .- - ,Q US INCLUDING"HVH2: 2 WOOD BUCKS BYOTHERS MUSTBEANCHORED PROPERLY TO TRANSFER S2 5 .LOADS TO THE STRUCTURE m _ ._ .. 3 9.PRODUCT ANCHORS SHALL SEAS LISTED ANO SPACED A56HOWNON DETAIC& ANCHOR EMBEDMENTTOBASE MATERIAL SHALL BEBEYOND WALL DRESSING i' 2� i/8' ..4 7 OR sTuccn. a a o x m 21 1/8” c� W *-�_ 4.DESIGNED PRESSURE RATING SEE TABLE 1,PAGE 1. 21 1/8" -1 x MAX MAX. W d 5 THIS PRODUCT MEETS THE WATER REOUIREItENTS FOR HIGH VELOCITY MAX HURRICANE ZONE(HVH4T6 0.40. J INACTIVE ACTIVE w S. PRODUCT DOES NOT REQUIRE SHUTTERS H 15 3 2 3 / O 3 a O W m 3 a 9 O _RESIDENTIAL INSULATED STEEL DOOR(Common to a8 Uame conditions) DOOR LEAF CONSTRUCTION: 3 Face sheets:24GA(0.021'min)thickness.Galvanized steel A-525 \ En.0 commercial quality AKDQ per ASTM 620 with average minimum yield \ / \ \ / 8.1 iW strength Fy(ave)30627 psi. ^ } Core Design:EVanded polysoTane with 1.0 to 1.251bs density,by Jeld-Wen Ina ? a Panel Construction: The active and inactive panels are constructed from 24 GA f _� U N (0.021"min)galvanized steel.The face sheetsattop and bottom are bent 90°over <� .. the top and bottom rafts.The top rail measures 1.0"high x 1.688"wide.The steelO. bottom rail measures 1.21'high x 1.688'wide.Tire sides of the lace sheets are roll 2 - y formed into the latch and hinge stiles which measure 1.00'high x 1.688"wide.The .. .. IL: interior cavity is filled with expandedpoysVens.The face sheets areglued iothe I 0. expanded polystyrene.The panels are cut out for the two-piece DOL Aluminum lite - REF ASTRAGAL BOLT ITEM # 12y frame.Units ere glazed wiBh tempered and laminated Impact 1"IG.On double door o: m applications the inactive door is fitted with an extruded aluminum astragal of SINGLEOUTSWING UNIT DOUBLE OUTSW/NG UNIT 6063-T5 alloy,manufactured by Endure. mm Frame Construction: The frames are constructed of tingerjointed pine jambs i ZZ ALL DOOR MODELS ARE VIEWED LD�O-i Ln measuring 4-9/16'x 1-114'.The head jambs are morfised and buttioined to z the side iambs,and attached with three(3)16GA 7/16"crown x 2"long FROM THE INTERIOR SIDE z N staples on each side.The threshhold is attached to the side Jambs with j w three(3) 16GA 7/16"crown x 2"long staples on each aide.The units use � an inswing adjustable threshold. GlazinD: ODL insulated lite is 1'overall thickness,Consisting of one(1) v parte of a 125'lempered glass;0.5"airspace,two(2)panes of 0.125" annealed with.090"PVS irltedayer by Solutia.All lites are sandwiched c+ glazed into the panels. I S. w o�a is a N o TABLE OF CONTENTS TABLE I DESIGN PRESSURE RATING m<z SHEET X DESCRIPTION. APPROVED FORtiSE WHERE are 9-06.'05 PROTECTION FFO�R WATER - ::„' I TYPICAL ELEVATIONS „ �i INFILTRATIONIbifEWIRED .: '^ A} d -� SCALE: NT 1 VERTICAL CROSS SECTION 8 BILL'UF MATERIAL 3 HORIZONTAL CROSS SECTIONS-"T PosIrWE «1o.al! =ham' e•m DWD.Or. 7ztpR O: 4 ANCHORING LOCATIONS NEGATIV -60. F ( ,i "NOAA •A 5 MISCELLANEOUS DETAILS _ DaAxAHC NO: I UNIT COMPONENTS 3+' -,' JW0509-0$-01 Y SHED 1 OF 6 . "-lit ' �'• �'• '�t "'r1.i'. i J, yl A • - • Y PHILLIPS I-WHLAU WUUU SG LW" actElNrl co �- rn j' ir°.16 4P FLATHEAD WOOD' E V• STEEL `� p ,z ¢p`' • in w 26 - - Y SE .ROTE t- & 2 � - STEEL W,��o - - 3 a� 8 •. 8X.1"•PHILLIPS PAN HEAD WOOD SCREW - GOMPRESSlON WEATHERSTRIP.(. Q.� N QS.650 �.'.. .. � _ Y 5 g 11 OUTSWING' BUMP THRESHOLD ENDURA ALUMINUM p'N z vz-i > 12 ASTRAGAL THROW BOLT STEEL ROD 5116 x 18" STEEL t "'.,'_=2 W 28 ASTRAGAL BOLT STRIKE PLATE LOCATED STEEL > M U a nz` 21 13 ON HEAD'JAMB U 30 21 14 16 Go. 7116'CROWN x 2"LONG STAPLES STEEL 15 KWIKSET TITAN SERIES LOCK SERIES 400 ow z ma 16 KWIKSET TITAN SERIES OEADBOLT SERIES 780 $ o w 17 ENDURA • LTIMATE HURRICANE ASTRAGAL ALUMINUM a i = o INT RIR EXTERIOR - wa 18 ASTRAGA' BOLT STRIKE PLATE ON BOTTOM SIEL STEEL c^ce 0 1- 19 2x WOOD BUCK WOOD ti (n En a X 23 20 SHIMS FOR 114." MAX THICKNESS WOOD c o 21 DOW 995. SILICONE SEALANT SILICONE a 22 22 1 IMPACT IG ASSEMBLY NOA03-0428-02 GLASSzo z m o 24 23 1 8 TEMPERED GLASS GLASS �� N =m o to 21 24 3 8 (AMINATED ANNEALED GLASS GLASS <Z) a w x 25 LOCK BLOCK W000 X 12"LG 'WOOD v 0 o < TOP R41L FINGERJOINTED PINE PINE o I N 30 27 BOTTOM 1241E 25GA M!N GALVANIZED STEEL STEEL o a co 28 EXPANDED POLYSTYRENE 1.0 TO 1.151bs DENSITY BY JELD-WEN., FAM 28 29 STEEL DOOR PANEL SKIN MATERIAL 24GA GALVANIZED STEEL m SEE NOTE 1 & 229 A-525 COMMERCIAL OUAUTY 0.021"MIN. THICK. GALVANIZED m 30 ODL LITE FRAME ALUM 6063 T5 ALUMINUM N w w33 27 31 HINGE SIDE-STILE FINGER JOINTED LVL PINE 2 N Z z 32 LATCH SIDE STILE FINGER JOINTED LVL LVL o o o i t 33 8 x 2" PHILLIPS FLATHEAD WOOD SCREW STEEL c^ t > NOTES: 1. FOR ANCHOR SPACING SEE SHEET 4 OF 6 N z 2. 2x BUCK TO SUBSTRATE FASTENING MAY UTILIZE OPTIONAL 3/16" ELCO TAPCON (NOA o o 19 x!02-0503.07) o w o m 6 z DATE 9.06-05 f,; :L. N •F his AVF"dr �M scv-L,Dow NTS JPR 41 CHK.01 DRAWNG 80, 'VERTNCAL CROSS—S.ECTf (ENDURA # FOE4566 S! L� Jw054-03-02 2 o< 6 t�r fes, t�r L.•, t�I g _ k .r • r w ,;. la- x •• .:i�.. :.Je-• Ar A 00 K co ... • • • • s� - SHIM ca •• • •_�• ��`i �•• ••• f U >cc ? 3OL& Lo ..SEE NOTE.- 3 & 4 148'MYN - - O Z a . , _ r cy G-TRSINK 15 Z8 29 30 30 29 31 9 1 Q O 5 SEE NOTE 13 &,4 U IL 9 21 21 C3 Ld 1 r ., .i: ;'r F �`'� r s': �.l i it 4 6 —t a W 61LaH p 4cxl EXTERIOR N'0 19 20 1 32 25 (`\'1--I2 8 4 3 0 19 L3? W X21 HORIZONTAL CROSS SECTION- 21 - Q 21 HORIZONTAL CROSS SECTION v0 0 AT LATCH ,IAMB TO BUCK, TYP.' n' AT HINGE JAMB TO BUCK, TYP. 0- 7 $0 O O _ p a a �m SEE NOTE 11 SEE NOTE 12 ' 8 17 N INTERIOR rnz INACTIVE ACTIVE NOTES: w Ln ^ 1. ASTAGAL FASTENER SPACING DETAIL F, PAGE 15. (TOTAL OF 14 SCREWS). > I:_vA,,�.;r ;,r,.5;r.,., 2. LATCH AND DEADBOL7 STRIKE PLATES MOUNT TO ASTRAGAL WITH ADJUSTABLE NUT PLATES. r t i r { �l;ti a<{,,:r +ti:•. ;`•s BOTH PLATES REQUIRE #8 X 3" PHILLIPS FLATE HEAD WOOD SCREWS. w 3. FOR ANCHOR SPACING SEE SHEET 4 OF 6 4. 2x BUCK TO SUBSTRATE FASTENING MAY UTILIZE OPTIONAL 3/16" ELCO TAPCON (NOA EXTERIOR #02-0503.07) o w 28 29 32 25 e g R Y 1 HORIZONTAL CROSS SECTION AT "ENDURA"ASTRAGAL m z 4+Te 9-06-05 :y t >rw' F; kw ,; A!/� ♦ �M NTS BY: JPR 1s1_ V0509-03-03 smmT 3 OF 6 k` R` k�` iG•� 1Y' �'` . ._ .. .. _., _ -. - - mac. .' _ • • .- • E••.:.) - -1..:. _ -_ •--_ ��` .. - • r. fee -W DCD v • •D6 -16 • • • .6. 4 12.4 6 �_rn Ccq • _ TYP. _ + mTYP. SEE DETAILi D m t 0 n J SHEET 5 ' U a A' -4ru _ A B _ B N t C 0 m C3 W N 00 vC3- C3 N -i Z J O F J Q Tj_ cam — — D D y 1 o �D A I J TYP. W� TYR m a _� u 3 w 2 t u I F I n124i D o 666 F^2! 12.4 f--2 6 2 SEE NOTE 1 cr 37 a a SEE NOTE 1 it m SINGLE DOOR 74 Z Z ANCHORING LOCATIONS t tiHN tt DOUBLE DOOR w win ANCHORING L❑CATIONS �M cr ww ZZ 2 SEE DETAIL E SHEET 5 u u .a �o W 14 NOTES: o „ o G N_ 1. HEAD JAMBS & SILLS ARE JOINED TO THE SIDE JAMBS m a z USING (3) 16 Go. 7/16" CROWN- x 2" LONG STAPLES. DATE, 9-06-05 1 ypr why b� SCALL NTS TYPICAL JOIN&."G OF SIDE `' Mi.®i Dd. ' s Divf ORAWWG NO.: JAMB TO HEAD JAM8 OR SILL } c.- -- JW0509-03-04 SHCEr 4 oa 6 *L Z. # _ : ,ate r .rwn. k, • 16 +. • • • •••so '"a" ` _ '•mac°_ ` . 44 X • Al o4io- 00 too 00 •• ••. •> • • • •+ 3 8"A$ RET NER B 7 HOLE _ "ILL / PRAGAC Al OL 13 U �' O`c" ¢ O ^ THRU THRESHOLD/"bNRY_.x 1-3/8" DEEP Z 3 O M 4 DETAIL 8 wS256 0 3 =Qc? 6 Co • DRILL 3/8- ASTRAGAL RETAINER BOLT HOLE N '- • s iHRU fSHOLD/MASONRY x 1-3/8"DEEP w r 2= UCL 4 3 0W J Q 4 °j W a w O y y DETAIL A m 0 HINGE MOUNTING DETAIL O Ld Lj Z y ¢ 18 J' DETAIL E uy y TYPICAL ASTRAGAL-STRIKE PLATE - I E O a a D30 30 1/2 x 1/4 ALUM SPACER 3 r MW CD V) Z ] g O U 1/8" TEMPERED GLASS 1/2"AIR SPACE6/0 W� Z W oo - 0.090" PVB v INTERLAYER BY XT RIR SOLUTIA o w to ] 3/4'CLASS BITE 1/8"ANNEALED Oj O a ] GLAZING DETAIL Z 1 m z ASTRAGAL DETAIL �,.; INSULATED GLASS UNIT J (WE, 9-06-05 VD.& � Fastener Spacing - FyrO _��. Uwe.BY.SCALE NTS f Endura Astragal, //8 x I"PAH W$ f nQA Miadd' CML.er: DETAIL D �' ORWNa Ia.: DETAIL ' JV0509-03-05 STRIKE PLATES TO JAMB STRIKE PLATES TO TYPIC ASTRAGAL s+ccr 5 or 6 n�' -���{*fie •"'fit`_•_•,-... • • •' •• •� • - -:�..�: -' -_----...�..;'. -. � �•."` - _.� r: '• '.`y; _• ' Or ••• _•:. . • -t •�• - -._. -tom • t a f7' so • i — 4.5 b,S ��{ • •.• • • •• • K STILES AND RAILS �co - (Min) d • i ••• : : • LATCH STILE & H11yGE'STII,E (LVL) ©89 U } a M ' OUTSWINC THRESHOLD (ENDURA)'- - TOP RAIL (FINGERMNlED PINE) Z 0 1 co BUTT HINGE PART/1FOB4566AA, 6063-T6 ALUMINUM ENDURA ULTIMATE HURRICANE ASTRAGAL Z =Z to 4 x 4 x 12-GA STEEL 6063-T6 ALUMINUM 3 =_6 t .t. p. 3.125' A O W J n 1.688" 1 3/4"� -W, e;U a 27 1.646" N 00 2S 30 .021 O�- ; r , 4.563" W a Lj fW- J W .324 ^ I I ¢ ° J o --4— .125" J" m --I 2.188" �? B0770M RAIL - LOCK BLOCK f 12' LG) ODL LITE FRAME STEEL, 25GA MIN GALVANIZED n ALUMINUM 6063 T5 ¢ - N WOOD JAMB WOOD � a FINGERJOINTED PINE I c o ` ¢ cL a a 13 I~ 2.5„ Og 18 2.5" A 19/32." 00 Ln N OO 00 Z Ln 00 aaa W?� ASTRAGAL BOLT HEAD STRIKE COMPRESSION WEATHERSTRIP ASTRAGAL 1 STRIK P�JE I •e mow cu m,pQ v- m¢Z �— DATE: 9-06-05 i s.. 1 • _I 4•i: APP + "�Y sum NTS F�w�f• m.BY: JPR A'!RA T N NO t e,? ! Mia�tl.t)•Je C.K.Br: 12 tTERI�AI,.' C4/R STEEL ROD t Zf C & YELLOW CHROMATE DRAWING No.: Nr. JW0509-03-06 %*XT 6 OF 6 • 4' A y. a i —moo Q , _ -�3ua RbK suR60xD p 1.7i_�KIMGh J •- ��_(Nd�) Et.�po�. fast Et-evcriou OCT 1 9 2001 BY --- �=-------- N D _ W m m p M, O f1l e O —rvP tEn s —� � _ t. zUl Aa mt� •• ..• D m D ^ �v F--S. �u cm d �_-fir''-F= ==( ice -- • --. p i i s' • • � • • • OZ ni ••• • • •• • • •• Conrad gown brchi ect Ekyaltions r•• •• • 3 I N.Keu Privc,North rorf.Myers,FL 33903 Remodel' to 117 N.E. 98th St. Amar& V es,-elor- • 239-826.2951 Canrad&CtOia Ane' Drown, Owners ' � Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: 5' Permit No. l Opening Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact or Door or Mullion Number Design Pressure Pressure Size Yes/No Yes-/No Yes/No (+)PSF (-)PSF (+)PSF (-)PSF O 8.- O' •O 5 58" 'S_� x3°o-� f�L` O6 55 5.8 3' x 3'0 ' NO eh, n � t' 0 !V �f L" O py • Q • • esesAt• •..••• • •. • • 0 0 ••••• •.•.•. • •• �i W • • . • • Li W RUN Z O t Q N m tll G~D .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... MM IDADE MIAMI-DADE COUNTY,FLORIDA ... . *WTRO-DAITi6F&LAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) : : . . ?0-NdfiT r-LAGLER-6TREET,SUITE 1603 PRODUCT CONTROL DIVISION ; ; ; . : 144,41,FLORIDA 33130-1563 • ' '(305)371-29CI FAX(305)375-2908 NOTICE OF ACCEPTANCE (NOA) Andersen Corporation 100 Fourth Ave.North •• ••• •• Bayport,MN 55003 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: Series"Perma Shield"Vinyl Clad Wood Casement Window APPROVAL DOCUMENT:Drawing No. W0146,titled" `Perma Shield' Vinyl Clad WD. Casement Wdw.", sheets 1 through 5 of 5,prepared by Al Farooq Corporation,dated 7/23/01 with revision on 8/9/02,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: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the 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 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman,P.E. NOA No 02-0603.01 Expiration Date: September 19,2007 Approval Date: September 19,2002 Page 1 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... Andersen Corporation . ... . ... . ... NOTICE OF ACCEPTANCE: tN2DENC9 9UVM1TTI D.• (For File ONLY.Not pari o OA) • • A. DRAWINGS .. . . . .. ... .. 1. Manufacturer's die drawings and sections• ;•; ; ; ; ;• •• 2. Drawing No W01-46,titled" `Perma Shield' VihA Clad yVD. Casiment Wdw.", sheets 1 through 5 of 5,prepared by Al Faroo4 eorporation:a;tJf 7/23/01 with revision on 8/9/02, signed and sealed by Humayoun Farooq,P.E. B. TESTS 1. Test reports on 1)Uniform Static Air Pressure Test, Loading per SFBC,PA 202-94 2)Large Missile Impact Test per SFBC, PA 201-94 3) Cyclic Wind Pressure Loading per SFBC,PA 203-94 along with marked-up drawings and installation diagram of a vinyl clad wood casement window,prepared by Architectural Testing, Inc., Test Report No. 02- 33449.01,dated 9/10/01,signed and sealed by Allen Reeves,P.E. 2. Test reports on 1)Air Infiltration Test,per SFBC, PA 202-94 2)Uniform Static Air Pressure Test,Loading per SFBC,PA 202-94 3) Water Resistance Test,per SFBC,PA 202-94 4) Large Missile Impact Test per SFBC,PA 201-94 5) Cyclic Wind Pressure Loading per SFBC,PA 203-94 6)Forced Entry Test,per SFBC 3603.2 (b) and PA 202-94 along with marked-up drawings and installation diagram of a vinyl clad wood casement window,prepared by Architectural Testing, Inc., Test Report No. 02- 33001.01,dated 2/1/01, signed and sealed by Allen Reeves,P.E. 3. Test reports on 1)Air Infiltration Test,per SFBC, PA 202-94 2)Uniform Static Air Pressure Test, Loading per SFBC,PA 202-94 3) Water Resistance Test,per SFBC,PA 202-94 4) Large Missile Impact Test per SFBC,PA 201-94 5) Cyclic Wind Pressure Loading per SFBC,PA 203-94 6)Forced Entry Test,per SFBC 3603.2 (b) and PA 202-94 along with marked-up drawings and installation diagram of a vinyl clad wood casement window,prepared by Architectural Testing, Inc.,Test Report No. 02- 33003.01,dated 2/8/01, signed and sealed by Allen Reeves,P.E. 4. Test reports on 1)Air Infiltration Test,per SFBC, PA 202-94 2)Uniform Static Air Pressure Test, Loading per SFBC,PA 202-94 3)Water Resistance Test,per SFBC,PA 202-94 4) Large Missile Impact Test per SFBC,PA 201-94 5) Cyclic Wind Pressure Loading per SFBC,PA 203-94 6)Forced Entry Test,per SFBC 3603.2 (b) and PA 202-94 along with marked-up drawings and installation diagram of a vinyl clad wood casement window,prepared by Architectural Testing, Inc., Test Rep 02- 31312.01,dated 3/9/99, signed and sealed by Allen Reeves,P.E. Theo ore Berman,P.E. Deputy Director,Product Control Division NOA No 02-0603.01 Expiration Date: September 19,2007 Approval Date:September 19,2002 E-1 . ... . . ... % .. . . . % .. . . . . . . . . . . . . . ... . . . . ... Andersen Corporation . ... . ... . ... NOTICE OF ACCEPTANCE: IVJDENCS SUgM1' T19D.• (For File ONLY. Not piA o OA) • 0 • C. CALCULATIONS •• • •• :*6 •• 1. Anchor Calculations and structural analysis, ptBQated W.AlFarocfq Corporation, dated 1/2/02, signed and sealed by Humayoun*-Faroeq, P.A. •• ••• D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 97-0713.15 issued to Elco Industries for"Elco Industries Tapcon a corrosion resistant masonry and concrete fasteners finished with Stalgard coating"dated 1/8/98,expiring on 1/8/01. E. STATEMENTS 1. Statement letter of conformance,dated 1/3/02, signed and sealed by Humayoun Farooq,P.E. 2. Statement letter of no financial interest, dated 1/3/02,signed and sealed by Humayoun Farooq,P.E. F. OTHER 1. Letter from San Martin Associates, Inc. Theodore Berman,P.E. Deputy Director,Product Control Division NOA No 02-0603.01 Expiration Date: September 19,2007 Approval Date: September 19,2002 E-2 71 7 8 MAX. I v 56 1/2' MAX. / WINDOW WIDTH WINDOW WIDTH g 27 7/32' MAX. 27 7/32'MAX. 22 31/32-MAX. 22 31/32'MAX. z3 n SASH WIDTH SASH WIDTHSASH WIDTH SASH WIDTH 'z„w O < ® ANCHOR CUPS 24" MAX. 24 MAX. SEE SHEETS 3 D.L OPG. D.L. OPG. FOR QUANTITIES AT HEAD/SIIL 19 3/4' 19 3/4' 19 3/4' ~ w 7 FALSE MUNTIN MAX. MAX. MAX. C U SURFACE APPLIED ® ANCHOR CUPS D.L OPG. D.L. OPG. D.L OPG. ANCHOR© SEE SHEETSP3 O w OPTIONAL SEE SHEETS 4 FOR QUANTITIES AT HEAD/SIIL G1.a A FOR QUANTITIES AT JAMB 16'MAX. Q.,'11 •• _ __ _ HEAD/SILL ® ANCHOR CUPS r) W ^ • • • •• } SEE SHEETS 4 Z n S ••• • •••• •• 1 „ \ II z® A Al FOR QUANTITIES AT JAMB O a<m • • II / \ I I U — — — anee • n n LOCKING POINTS I u r n •••• • • •• 1 _ LCL___ SEE CHART C F II \u ad wOn J _J_ir___ Z k' • • w -/ _ A- 0004• ••• io x is�•• _ t _ rs •• Li •• • � = o n \ fig__ ` / �Sm3 �g �x �� /u' jt✓ /L • • • ••• _\,r=== ===int= I 3 S 3 • \II II/ I y ® N 3 V' N I }\\ _ 66604• • :••• • ••••• Il m Z 00 L 00 • • • /IIir I a US ... — ---- --� — — — -- — _ to 0 s'2 S anQ- oo}� STATIONARY SASH CUPS O (1) PER HEAD k SILL TYPICAL ELEVATIONS FOR QUANTITIES O JAMBS SEE CHART N =� TESTED UNITS LOCKIOF NG POINTS WOW.HEIGHT EE R AT. CUPS PS SEE CHART UPTO KEEPERS STAT. AT SASH AT STAT.JAMB 'PERMA—SHIELD' VINYL CLAD WOOD CASEMENT WINDOW (IMPACT) 26-3 B' 1 + 0 40-13 16" 2 2 WINDOWS GLAZED WITH LAMINATED GLASS RATED FOR 59-7/8 3 3 LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. 71-7/8* 3 4 3 o o APPROVAL APPLIES TO SINGLE. DOUBLE AND TRIPLE WINDOWS c IN ANY COMBINATION OF VENTING OR STATIONARY UNITS. S `off ca ° Appr°vd r 4&YIft .uc i MD NOAY o MIA.t Dnls uq CN1rY1 0 0$ h — D0 C THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. Engn DR.HUMAYCta:FA90 C n g ALSO FOR WIND LOADS AS PER ASCE 7 USING CORRESPONDING LOADS. U.PE f 16 FPE# 1Er 557 c WOOD BUCKS BY OTHERS (MIN. 2X4 GRADE 2 SYP), MUST BE ANCHORED .. y �• PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 8 ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. G 1 S Z002 a V ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL drawing no. DRESSING OR STUCCO. WO1—4F) ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. sheet of 5 DESIGN LOAD CAPACITY - PSF (SINGLE UNITS) DESIGN LOAD CAPACITY - PSF (DOUBLE UNITS) DESIGN LOAD CAPACITY - PSF ;.TRIPLE UNITS) �� :g� GLASS TYPE 'A' OR 'B' GLASS TYPE 'A' OR 'B' GLASS TYPE 'A' OR 'B' 1 WINDOW UNIT WIDTH UNIT HT. VENTING (X) STATIONARY (0) WINDOW UNIT WIDTH UNIT HT. XXL OX, XO OR 00 WINDOW UNIT WIDTH UNIT HT. XOX, OOX, X00, 000 OR XXXZ m 3 DESCRIPTION INCHES INCHES EXT. (}) INT. (-) EXT. (+) INT. (-) DESCRIPTION INCHES INCHES EXT. (+) INT. (-) DESCRIPTION INCHES INCHES EXT. (}) INT. (-) 2 N b Z CR12 17" 67.0 82.0 57.0 82.0 CR23 33-3/4" 67.0 71.0 C33 71-7/8" 35-15/16" 67.0 71.0 C p N a N CN12 20 -1/2" 67.0 82.0 67.0 82.0 CN23 40-3/4" 67.0 71.0 C335 71-7/8" 40-13/16' 67.0 71.0 X. H f 24-1/8" 35-15/16" E.b - 0 C12 24-1/8" 67.0 82.0 67.0 82.0 C23 48" 67.0 71.0 C34 71-7/8" 48" 60.0 64.0 9 C3 CW12 28-3/8" 67.0 82.0 67.0E82.0 CW23 56-1/2" 67.0 71.0 C345 71-7/8" 52-13/16" 60.0 64.0 O a CR121• 17" 67.0 82.0 67.0 CR235 33-3/4" 67.0 71.0 C35 56-1/2" 59-7/8" 60.0 64.0 �4! CN12! 20-1/2" 67.0 82.0 67.0 CN235 40-3/4" 67.0 71.0 U g • • It-118- 2Y-3/8i 40-13/15" w ••••• C125 • • •67.0 82.0 67.0 C235 48" 67.0 71.0 O,z�n mCW72 • 2�/8" 67.0 82.0 67.0 CW235 56-1/2' 67.0 71.0 O << ••••• CR73 • ••17" • •67.0 82.0 67.0 CR24 33-3/4' 67.0 71.0 0.'I vi o •• CN13 20-1/2" •••• •67.0 82.0 67.0 82.0 CN24 40-3/4" 67.0 71.0 w N • •• C13• 440-1/8' 35-1.516' 67.0 82.0 67.0 82.0 C24 48" 67.0 71.0 n v CW130 28-9/8" • • 67.0 82.0 67.0 82.0 CW24 56-1/2" 67.0 71.0 ••• CXW73• 35 5/16" ••••t-4167.0 82.0 67.0 82.0 CR245 33-3/4" 67.0 71.0 0 9004 CRI35. Z • •67.0 82.0 67.0 82.0 CN245 40-3/4" 67.0 71.0 o Z 52-13/16" W. O ••• CN135 • tTLLI/2" ••• 67.0 82.0 67.0 82.0 C245 48" 67.0 71.0 F • C135 24-1/8" 40.14*V" 067.0 82.0 67.0 82.0 CW245 56-1/2" 67.0 71.0 9� w 0 1 •••• CW135♦• Z�3/8" 9e:• •67.0 82.0 67.0 82.0 CR25 33-3/4" 67.0 71.0 a Z o • CXW1395-1f/16= ANCHOR CUP ff J A t-t/2"x 3"x 030"STEEL 1-1/2"x 3' z.030-STEEL TYPICAL ANCHORS WOOD BUCKS NOT BY ANDERSEN, MUST SUSTAIN �� < TYPICAL ANCHORS 2 AT 16"O.C. (1)AT MID WIDTH 2 PER CLIP ( ) 2 PER CLIP LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER o /6 x t- /ext" THEM TO THE BUILDING STRUCTURE. I m SELF TMPIZCP�SCREEWS© SELF TAPPINGSCREWSCCREWS © , _ N u J� .. aPER d d... d.-. •d d d. 'T.w I d G O n a f x gg n 19 0 l ^.; 1/4 MIN. ✓�•,,. �usi Qi 4S z •••••• 23 Q'z�"tm • • • p5< • 19 pane •••• • 3 • w In 0 • A I 'I ` g Al �1 �\� � PROVIDE ANCHOR CLIPS AT HEAD & SILL AS FOLLOWS •••• • • '�I r't,,• I z,� o u - • • 119 a.` SINGLE AND DOUBLE UNITS: (1) AT CENTER OF EACH SASH d z 0 000• • TRIPLE UNITS: (1) AT CENTER OF END SASH ••• • ••• • 18 15 /7 x 5/6"scaEWs (2) AT MIDDLE SASH SEE ELEV. 3 • • 7 (3)PER CLIP O FRAME O • • 000* 11 • I 1YP. c, • • • I •• #7 X 5/8"SCREWS �i 1 i •••• • • •• • •• I (2) PER CLIP O ST. SASH Z 0 •• i • • • ; •• I TMP' TYPICAL ANCHORS 3 V Z. n . •' : ••••4• ••• • I A- 48 SMS z • I INTO 2BY WOOD BUCKS OR WOOD STRUCTURE W m ••• Vlpr: F a I 1-1/2" MIN. PENETRATION INTO WOOD W p O O 5 w ca I a x $ B- 3/16' 0 TAPCONS (BY ELCO) OR GZ o m = o W EQUIVALENT CONCRETE ANCHOR x � o W THRU 1BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1-1/4" MIN. MASONRY EMBED. K 0 !� z O N I LOCKING OPTIONS: I SURFACE MOUNTED LOCK WITH KEEPERS ON SASH BY AMEROCK CORP. 12 1D (1) POINT LOCK FOR WINDOWS UPTO 28-3/8- HEIGHTS. o g tt 16 16 (2) POINT LOCK FOR WINDOWS UPTO 40-13/16" HEIGHTS. 7 -Z (3) POINT LOCK FOR ALL BIGGER HEIGHTS. m u Q App--d see.NYV{ W © i6 � B� I�� Jl Fbrids BaIdb•C�d� 2002- .. r r� I lO11�9 S c o? M"DdeP tCwCr o o S 3 Y O 1 23 c c Eng,!DRS.:dhUMAYOUL17 y FAR3n •� td� •J ten. 11CTORES i I _z `d< ' < .d 1`+ Rk PE/ 15557 $ /B.� 1 SELF TAPPING SCREWS) AUG 13 200'[ 9 SELF TAPPING SCREWS drowin no. 2 PER CUP ANCHOR CUP TYPICAL ANCHORS 2 PER CLIP ANCHOR CUP TYPICAL ANCHORS YWO�—461-1/2"X 3"X .030"STEEL 2 PER CLIP 1-1/2" X 3"X .030"STEEL 2 PER CLIP (1)AT MID WIDTH (2)AT 16" O.C. sheet Sof 5 ANCHOR CUP 1-1/2' X 3'X .030'STEEL © TYPICAL ANNCCHCRS-7 16Y OR 2ltt Y, WOOD BUCK SEE CHART O LEFT JAMB T'V� 1/4' MAX. O O /6 X 1'SCREWS O 1/4'MAX. _ 3 SHIM/CAP C D 2 PER CUP 3 SHIM/GAPO1 y o • 1 Y'v�' �� e a •b �� O I 5 • a O n I C¢ ow a •• 17 • • j v O r� a •••• • r • • i O' WMo n m al ---- ----- �0 pan- • Qi rn m O'� Z •••• •WDW.HEtHT • of I••• • I 7 CH04 CUPS I ••• • UPTO T F6CH JAMS �••• • '1 1 '� '' '.• ' _ _ _ I _ _ .. .. • • •••• ••• 3 O •••• • ANCHOR CUPS z F • • EQUALLY SPACED AT JAS! •• w ~O 1-1/2' X 3'X.030'STEEPI 0-,,l o •••w • SEE TWO ASM FOR 20 K z • • • • • • • • • 2 13 21 4 V • • • D.L. OPG. D.L. OPG. •••• • •••• • w 5 Z=z- • • VENT WIDTH VENT WIDTH v W K m m WINDOW WIDTH O O^ s p a EXTERIOR zd o m s F W a O ' r , `1•I �I 15 $g ---- 05C i Ap—Mra�lb�t•MtL m Plaids Wid1�O�.ft 1002• Np1µ��o & m ._:: r •• r Mild D•a �."dCowd CO o 0 � y O< 0 Ent-DR.HUW1•.TA1••0,R5 n D.1- OPG. D.L OPC. S'.R=URES 1A FE 0 ISS57 e VENT WIDTH VENT WIDTH15u /fir/('_�- drawing no. wog—4s sheet 4of $ 1.277-'; ITEM Y NUMBER QUANTITY DESCRIPTION MATERIAL MANF./SUPP[.iER/REMARKS J ^ 4 12 1.530 2250 969 1 30835 AS REOD. FRAME HEAD/SILL WOOD ANDERSEN I ) I- �0 381 2 30638 AS REQO. FRAME JAMB WOOD ANDERSEN .569 I T- 3 - OPTIONAL EXTENSION JAMBS WOOD ANDERSEN Z 1359 1.313 4 30839 1 POST MULLION WOOD ANDERSEN Z o N 642 _ 5 30056 1 CASING MULLION C e a 5 .345 o a 7 30013 4/SASH SASH RAJL/SnLE WOOD ANDERSEN R'i O �4� : 2.344 7032/WDW. VENT STOP JAMB WOOD ANDERSEN a1.746 2.000 a •• 9 30846/48 1/WOW. VENT STOP HEAD WOOD ANDERSEN x-;da VIIML CLADDING FRAME HEAD/SILL VENT STOP SILL 10 30843/45 1/WDW. VENT STOP SILL WOOD ANDERSEN C) ••••4• L277 • • • 11 30164 AS REDD. GLAZING BEAD PVC • • ••,-r. 4.125 2000 12 30810/12 1/SASH ROTO OPERATOR STEEL AMEROCK CORP. O a n o •••• • • ••1 • 2250 989 IfI 13 30442 1/SASH SNUGGER ALUMINUM O^ • 1.400 • • • r I .345--I 14 �8% 1/2" - SNUGGER SCREWS - AT 1-1/2"FROM ENDS do 12"O.C. 6 w N�o •• •406 1IIfiI�I 7y96 15 30053 - STATIONARY SASH CUP GALV. STEEL •••• =86 1109 �U 16 1361409 2/SASH HINGE ASEMBLY AT TOP 8 BOTTOM OF SASH STEEL AMEROCK CORP. • • • • • ,891 ••• • • • ••••• L 17 - AS REDO. LOCK W/KEEPERS ON SASH STEEL AMEROCK CORP. 0 • • I I 18 30213 AS RE00. WEATHERSTRIP STILE - ••• • ••• •••• F-. I 3 Z .93 .844 • •844L-2.344--J1-985-•1 19 30021 AS REOD. WATERBAR WEATHERSTRIP - - 3 • • ••0 .941 •••• 20 30871 1/SASH SASH REINFORCING BAR ALUMINUM FOR 64-13/16'k 71-7/8"WOW.HEIGHTS ONLY < rn ••• : VINYL CLADDING •••••• FRAME JAMB VENT STOP HEAD 21 1#8 X 5/6' - REINFORCING BAR SCREWS - AT 11"O.C.MAX. W QRom ' ^ 00004 • •• •• 000000 1.900 546 22 - AS REDD. BRAD NAILS 1-1/2'LONG GALV.STEEL - LL Z O • .000 23 30172 - FOAM WEATHERSTRIPPING - - O'� • .�0 • • •• 1.091 U w N • • • • 403 VINYL CLADDING CORNERS Q a' •••• • ••• • • _ COPED CORNERS WITH ALL WOOD TO BE PONDEROSA PINE OR EQUAL MI ER CUT Z • • 3 STAPLES PER CORNER WELDED ALL AROUND W u 1.141 1A15 2.000 (1-1/2-X Y X 16 CA) J 4)]r I Yz d'00_Q^Q 1.186 L 1.010 985 5 WW w d ffi 1.263 1.122 � .891 I-- r N o VINYL CLADDING VENT RA)L/STILE VENT STOP JAMB COPED CORNERS CORNER 3 STAPLES PER CORNER w (1-1/2"X 2"X 16 G4.) �F-2.0707 / 2.031 .941 u 2.344 .688 88 f12 X 2-3/4" WOOD SCREW .6442.687 4,125 CENTER POST CASING u n u e '8±4 1.623 .704O I o e T, j ._ o$ FRAME CORNERS VENT CORNERS o$ .624 O 3.000 0 VINYL CLADDING CENTER POST I- 3.030 o EN, DR.HUWYC' FiA000 n •h t--1.969--y .468 0 a F O O CENTER POST CORN ER sTR��en1R 1.500 O FLA.PE/16557 0 .305 � 80 .625 .384 WbrwaAppfw0�m WY►IYf L s O 0 0 �SBdd1K Gd4 mZ a 3 8 5 J3 NOM 301 .160 Z_ + 7 MIu1D�M rWrctCwbd drawing no. 1--1.719--•1 .299 .019 T 030 1421-0 © WO1-46 EXTENSION JAMB (HEAD/JAMB/SILL) GLAZiNG BEAD STATIONARY SASH CLIP ANCHOR CLIP SASH REINFORCING BAR sheet'$of 5 . . .... ...... 0 0 Ai ...... .. .. ...... 00*000 .. . ...... o + A3 t•r•erti htr.rsG a:yn b�.:: ' Wkldow ShcedWt boor Schad* 3-1/2'x 3-V2• Sh s 6tae OV x M T1" Fav OpeMn9 w9• Mdd ilma I NDA %WAW4u Maio Siff(W x H x T) Type R.O Lmf9. 1 Modal 1tiler H'dwe 1 Ho.IRaxarlis xtav KW in Kr b A 3'4 3/4'x5'11 7/8' cerJent 3'51/0.6'03/8' Arrdaim 4OD-O Q6 brpact 02-0603.01 1 $torm %mb Istch w b" B 3'4 3/4'x5'11 7/8• crosm•a 3'5 V'x CO 3/8' Ardemi 400-0426 02-0603.01 2 Existing to ramF solid woad ExW i„g w-tM/4p C 3'4 3/4-.5-117/r cmemsrd 3'5 Vrx 6'0 3/8' Ardwan 400-"6 hepsd 02-0603.01 3 36'x 80'x 1-1/B' Alun Stain door 36'x 80' ScH D 4'8 V2'x4'0• msanaw 4954'01/2" Ardaam 400-1424 *"d 02.0603Ai g43'0-1/8*x6'7-7/166 Multi-p mglar 3'1'x6'8'Ardwson 400fiWO316B Inpod 6rapAE 4'8 V7x4'P matinent 4'9+4'0 V2• Axdayon 400tiW24 MtPae't 02-0603.01 B"x6'7-7/16' Multilmt gWs 3'1'x6'8'Admin 400-FW03168 Impact 6rarq A F VIS 1/2'x4'0' oxnanwrt 41P� 'O VY Arr lw s 400•CW24 impost 02.0603.01 cmad ope<xng•no door 6 2'11-WIV.2'11-15/16' cmemw 3-OL-.3'01/r /odersm 4OG-O W13 ipa t 02.0603.01 'openlrg Rabulld to erdiH 3'43/4'x4'0' cmrjft It 3'S i/4'x4'0•-Vr Arvdl m 400-OQ iApod 02-0603.01 3-V2•x 3-V2' I'' ' V2• Mdlwm 400-9"3 Wp-rt 02-0603.01 J 3'43/4'x4'0• coram it 3'5 V4'.4'O'-V2'Andram 400ZN24 024603.01 xlrvomlav s6uan,4ar3'43/4•x4'0' ccawamrt 3'51/4-x4'0•-/2' A mm 400-"4 02-0603.01 - yD. 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