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WS-15-287 (2)Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-228739 Permit Number: WS -2-15-287 Scheduled Inspection Date: March 12, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: RHODEN, DANA Work Classification: Door Replacement Job Address: 1132 NE 105 Street Miami Shores, FL 33138 - Project: <NONE> Contractor: HOME OWNER suuamg uepartment comments REPLACE FRONT DOOR Phone Number (305)8034079 Parcel Number 1122320280130 mracno rassea Comments INSPECTOR COMMENTS False Inspector Comments !' CREATED AS REINSPECTION FOR INSP-228517. CREATED AS Passed %` REINSPECTION FOR INSP-228430. CREATED AS REINSPECTION FOR INSP-228401. CREATED AS REINSPECTION FOR INSP-227921. Tap cons do not meet minimum edge distance Failed ❑ Amount of fasteners must be per NOA Sam comments as before 2/23/2015 Same comments as before Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. March 11, 2015 For Inspections please call: (305)762-4949 Page 15 of 32 02� I I'�-OIS Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 FEE Q1 Nis INSPECTION LINE PHONE NUMBER: (305) 762-4949 1 jjY BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC ❑ ROOFING FBC 201 Q Master Permit No. W ,5 26-4 Sub Permit No. ❑ REVISION ❑ EXTENSION ❑ RENEWAL []PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SNOB - j / CONTRACTOR DRAWINGS ,, Piz 'V �� "" JOBADDRESS: t City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: �� ®' OWNER: Name (Fee Simple Titleholder): .2�J�i4- i� ''✓ Phone#: Address: ®,3 ' �✓ ��%� z4' City: !—! emf 4.,1ya4s State: rz_ Zip:33i3 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: n Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ J Square/Linear Footage of Work: J0 Type of Work: ❑ Addition ❑ Iteration ❑ New V Repair/Replace ❑ Demolition Description of Work: �LEPL /rC 6��✓� -uOP/L Specify color of color thru tile: Submittal Fee $. 03 Permit Fee $ ® CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ f QO n� TOTAL FEE NOW DUE $ ` V6 . !,C_l (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State WE 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, 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. OWNER or AGENT Signature CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 0— day of F19BZQ4q?_V 20 J5 by day of 20 by )A P,)p M.'HDD1Fr-) , who is personally known to who is personally known to me or who has produced TU-Rslx�, pmUtt as me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: identification and who did take an oath. NOTARY PUBLIC: Sign: Print: #w X Notary Public State of Florida Print: In la Alvarez Seal: ' . My Commission FF 156750 Seal: OF r , Expires 09/03/2018 ***************************** ***** ************************************************************************ APPROVED BY Y �r t� Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) OWNER BUILDER DISCLOSURE STATEMENT Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 NAME: �� DATE: ADDRESS: //32- f�J pQc•JiVj 1+1�lgf25 ` /f 33.3L� 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 l have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that l 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 new form states 75,000). 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 isnot licensed must work under your supervision and must be employed by you, which means that you must deduct F.LC.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. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial 3. 1 understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits a ontracts. Initial'� " ,..cs 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or leas,hich violates the exemption. Initial t\J 5. 1 understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. Initial 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required bylaw and b county or municipal ordinance.' Initial'd 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner -builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initi 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial �/ f 9. 1 agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner -builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial D%d 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http:Hwww.mvfloridalicense.com/dbpr/pro/cilb/index.html Initial_ 11. 1 am aware of, and consent to; an owner -builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initial �/� 12. 1 agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this 011 day of R_�A_a , 20 h ByD0'"r\ M.'_'412� Q who was personally known tome or who has Produced there License or 17L —DO Ute_ as identification. z _y V OWNER NOTARY Off ?S( Notary Public State of Fiorlds Sindia Alvarez �p� My Commission FF 156750 pfExpires 09/03/2019 - FEB 0 2015 MIAMiFOADEBY ®ADC 64TY PR DUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA,) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.migirnidade.gov!{reral F.P.G. Wholesale, Inc. 7190 Coral Way Miami, FL 33155 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of constniction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County PERA — Product Control Section 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 Section (In Miami--Dade Countyyand/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 revolve, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section 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 "Condoor Impact" 8'0" Outswing Glazed Wood French Door w/ wo Sidelites — L.M.I. APPROVAL DOCUMENT: Drawing No. W09-29, titled "Series Out—Swing Wood Patio Door,(L.M.I.)", sheets l through 8 of 8, dated 05/11/09 with revision "B" dated 05/03/12, prepared by-Al—Farooq Corporation, signed and scaled by Javad Ahmad, P. E., bearing the Miami-Dade County Product Control Section revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. 0000 MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • • •0000' • • LABELING: Each unit shall bear a permanent label with the manufacturer's name a or logo; cil, state, • • 00 model/series, and followingstatement: "Miami—Dade County Product Control A ' • 0 0 • • ty pp�,v�, , unless otherw>tse noted herein.: 0 0 0 0 ; 000000 0000 0• RENEWAL of this NOA shall be considered after a renewal application has been l'tltd and them ltA beef 0 0 0 0 no change in the applicable building code negatively affecting the performar -e of this ti'oduct. ; 0 • • • • • • • • •• 0 •..• 0000.. TERMINATION of this NOA will occur after the expiration date or i1 �sJr p0z revision pr change in the materials, use; and/or manufacture of the product or process. °-0*6aid N6,4 as an. endprsemeq.• of any product, for sales, advertising or any other purposes shall b\%,,00ftot aG; ,at: this WX Failure to comply with any section of this NOA shall be cause for term' tl� 0 � • 9 • • MA. • • • : "" • Je bi yob k" • ADVERTISEMENT: The NOA number preceded by hr2\`�oV� 6o� �, �o0, �e County, Morita, and followed by the expiration date may be displayed in o j �a` g any portion of the NOA is displayed, then it shall be done in its entirety. ado ��� ` a� tit 0 o 0 5 INSPECTION: A copy of this entire NOA Go e�5 `` apd `fid°� .c user by the manufacturer or its distributors and shall be available for inspecti- �� ,�a Ab .;quest of the Building Official. This NOA revises NOA No. 10-0503.02 ani d ya�e���a�� ,e 1 and evidence pages E— 1 and E-2, as well as approval document mentioned abov ;� . i� a""T te, .akar, P. c., M. S;y �. Reviewed for general cornpI.ance with d sign intent only. Contractor shall verlf'� all existing conditions and shall be olely responsible for all aspects jobstY installation. Insta�nyper f turer's specifications and as further n ated o !!1t10A NO. 12-0514.21 the enclosed d un. Expiration Date: August 25, 2015 Approval Date.. July 05, 2012 t � ,< � /'�. /.� • � jr� Paan 1 f LY Revie pp ov r` Date F.P.G. Wholesale, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 10-0503.02) 2. Drawing No. W09-29, titled "Series Out -Swing Wood Patio Door (L.M.I.)", sheets 1 through 8 of 8, dated 05/11/09 with revision "B" dated 05/03/12, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, 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) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202-94 along with marked -up drawings and installation diagram of OS French door, prepared by Hurricane Engineering and Testing, Inc., Test Reports No.'s HETI-09- 2501,HETI-08-2119A, HETI-08-2119B and HETI-08-2172, dated 11/23/09 revised dated 07/15/10, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. -10-003.02) C. CALCULATIONS 1. Anchor verification calculations and -structural analysis, prepared by Al-Farooq Corporation, dated 05/08/12, Ahmad, P. E. 2. Glazing complies with ASTM E1300-04. complying with FBC-2010, signed and sealed by Javad 0000 • 0000 0000.. D. QUALITY ASSURANCE 060:00 1. Miami -Dade Department of Permitting, Environment, and Reg&ttery Aff.*vt • • (PERA) 0.00 0.00 0000.. .. 0000 0000 E. MATERIAL CERTIFICATIONS • • • ... 1. Notice of Acceptance No. 08-0709.04 issued to Glasslan; Ad.l., Ip,c. 1'or 0 "Safety -Plus II Laminated Glass" dated 09/11/08, expiring on 00/07/13'000. 00 0 • ... • . . 0000.. 0000.. 0000.. 0000. 0000. 0000.. their..:. . . ...... • F. STATEMENTS • 1. Statement letter of no financial interest, conformance and complying with FBC-2010, issued by Al Farooq Corporation, dated 04/25/12, signed and sealed by Javad Ahmad, P. E. H y . Makar, P. E., M. S. PERA, Product Control Unit Supervisor NOA No. 12-0514.21 Expiration Date: August 25, 2015 Approval Date: July 05, 2012 E-1 F.P.G. Wholesale, Inc. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 1. Laboratory compliance letter for Test Reports No.'s HETI-094501; HETI-08-2119A, HETI--08-2119B and HETI48-2172, issued by Hurricane Engineering and Testing, Inc., dated 11/23/09 revised dated 07/15/10, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 10-0503.02) G. OTHERS 1. Notice of Acceptance No. 10-0503.08, issued to F.P.G. Wholesale, Inc. for their Series "Impact 810" Outswing Glazed Wood French Door w/ wo Sidelites — L.M.I.", approved on 08/25/10 and expiring on 08/25/15. my A. Makar, P. E., M. S. PERA, Product Control Unit Supervisor NOA No. 12-0514.21 Expiration Date: August 25, 2015 Approval Date: July 05, 2012 E-2 9999 • 9999 9999.. 9999.. • .. 9999.. 9999.. 9999 9999 9999.. • 9999 9999 9999. 9999.. •• • 9999. 9999 9999 9999.. 9999.. • • 9006:. • 6 . . 66666• .. . . 990 000666 69 9 my A. Makar, P. E., M. S. PERA, Product Control Unit Supervisor NOA No. 12-0514.21 Expiration Date: August 25, 2015 Approval Date: July 05, 2012 E-2 BOLT LENGTHS 96" LEAF HT.. 42" LONG )U-T_—SItW- WOOD PATIO D.QQR PPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS ATH OR WITHOUT SIDELITES. IDE LITES CAN BE ON ONE SIDE OR BOTH SIDES OF DOOR. EE SHEET 2 FOR DESIGN LOAD CAPACITY. IIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE EOUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY a rn A" MAW. URRICANE ZONE (HVHZ). • • 000 • • '000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TI;tISFER • • • ♦ • • • DADS TO THE STRUCTURE. ♦ • • • • • NCHDRS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,�,qy&OI�S� • • • • • • • 1'Rfy�E DOORS%SIOEL'ITES ARE RATED FOR LARGE k SMALL MISSILE IMPACT. MBEOMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSNX-OR ST11CLb. • • • • • LRTERS ARf NOT _REOUIRED. NCHORWG OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE OT PART OF THIS APPROVAL. LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS•INTO 91/0110 ONLY. • • THSAPPROVEIP PRODUCT* NOTED HEREIN ARE EXEMPT FROM PRESERVATIVE TREATMENT PER 2326.2.1 ATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAJ E FLORIDA BbILD•1G •DDE WHICH 'EXEMPT$ WOOD SPECIES LISTED AS 'DURABLE'. OME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL• MEET WE ♦• • NE PE FIC PftOUCTS HOREIN ARE EXEMPTED WOOD SPECIES BASED ON USDA UStING AND MUST EOUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4,0 • • • ♦ VIA SPE IC GRAVY MUAL TO OR HIGHER THAN ME REFERENCED SPECIES. • • • • - ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I'RODUMIXIVISBD xx aoInPlying with ft Florida Q16winsch`a 12-0sli AoaaPlonoo No.21 p=C.. l6 13y 1411 d 3n LAM. INSUL. GLASS SOLID WOOD INSERTS LARGE MISSILE IMPACT g 0 A 0 p U Z G — 2 W N M g o30 Z30 o� 0 crowing no. W09-29 INGLE LEAF (X) OR DOUBLE LEAF (XX) DOORS LEAF LEAF _LEAF� DESIGN LOAD CAPACITY - PEP rWIDTHwi WIOTH WUDTn,-I GLAZING TYPES E LEAF WIDTH LEAF HEICNT 'A', 'B', "C' OR 'O' FT,/IN. FT./IN, EXT (+) INT. 2/0 60.0 60.0 2/6 8/0 60.0 60:0 t 5 f 3/0 60.0 SO.D \ \\. /lo i \ / x xx STATIONARY PANEL (0) OR DOORS WITH SIDELITES DESIGN LOAD CAPACITY - PS'F GLAZING TYPES WIDTH (W) LEAF HEIGHT 'A' 'B' 'C• OR 'D' FT./IN. FT./IN. EKT, (d) INT. (-) 2/0 so.0 60.0 2/6 8/0 _ _ 60,0 60.0 3/0 60.0 6D,0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 jy WID�TH� WI W2 Wl W2y-W-9-..9� • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WIDTH (W) s W1 + W2 (FOR DOORS WITH SIDELITES) 2 QQv' UU. Z sN� v SILICONE BEAD DOW CORNING 995 SILICONE BEAD DOW CORNING 995 _SILICONE BEAD DOW CORNING 995 DECDRATIY£ MOLDING OPTIONAL - a OO N G IMI e -3/113" TEMP. GLASS 1/8" TEMP. GLASS 1/8" TEMP. GLASS f-11/16" INK. INSERT 8 '-1 3 0 0 ' - 0.10" INTERLAYER 0.10" INTERLAYER 0,10" INTERLAYER SOLID WOOD OR LAMINATED WOOD 0 � a� d+ O n SAFETY -PLUS 11 BY 'GLASSLAM' SAFETY -PLUS 11 BY 'GLASSLAM' SAFETY -PLUS I1BY 'CLASSLAM' GLAZING TYPES 'A', 'B' 'C' 2 J _ 1/8' TEMP, GLASS -3/16' TEMP. CLASS 1/8'. / 6' TEMP. CLASS 6D K i-3/4" LONG OR BRAD NAILS 3/8" AIR SPACE 3/8" AIR SPACE 3/8" AIR SPACE 1" FROM ENDS 6D X 1-3/4" LONG 1 do 3" O.C. MAX. BRAD NAILS O V' 1/8" TEMP, GLASS �1/8" TEMP. GLASS 1/8" TEMP. GLASS 1" FROM ENDS - A 3" O.C. MAX, 6D X 1-3/4" LONG 60 X I-3/4" LONG ^ 8D X 1-3/4" LONG �" + _BRAD NAILS 1" FROM ENDS y ( BRAD NAILS I" FROM ENDS 'I BRAD NAILS 1" FROM ENDS 3' \ �.� e W i k 3" D.C, MAX, ,, �$ h 3' O.C. MAX. k 3" O.C. ir • 0 W O ww q SILK La 2 -P CYS£AM ACRYLIC P pYSf:AM ACRYLIC W P DYSEAM ACRYLIC La CORNING 995 'A' • • 'D' � m GLAZING TYPE G AZl a•?Yid• • • I�_s1j' � • • GL�ZING_�'YL'� ."� rRontTCT•ILBv19Dn GI.AZINC TYPE GLASS WITHIN WOOD INSET OPTIQ�I g. • • • I" OVERALL THICKNESS "**o'Plyfn8v4rAdMPlehd9 WOOD INSET OPTION •• • • • • 1" OVERALL THICKNESS 1" OVERR� 1HICKN•• • • • �e9LIP • • Adldi�OC;0.1.1 t , • • • • • • • • isEngr:JIIMAD CIWLAIiMAD_-FIA. OPTIONS M APE. PE.q 70592GLAZING 7s38, • • • ehiAX. AR�j OFGLASS A° OR B .,.33.0 SQ. FT. � c =-- $ ' • • • MAX. AREA Oi' GLASS ' � �.•, 10.4 SQ. FT. • • • • • MA•X. f%A OF WOOD WINE' ...•..,• ................13,0 SQ. FT, • • Browing no. W09-29 • • • MAY 0 B 2 17 -beet 2 of 8 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LEAF WIDTH LEAF WID771 LEAF. WIDTH LEAF WIDTH LEAF WIDTH LEAF WIDTH LEAF WIDTH LEAF WIDTH LEAF WIDTH LEAF WIDTH U ' z • { v tJ ti LO 019 a3 I 3 8 Z W / o — i a w r - -- 8=7 o 3 O ^ N _ y�ell LEAF PATTERNS AS SHOWN ABOVE OR SIMILAR WITH VARIOUS FINISHES AND DECORATIVE MOULDINGS GLAZED WITH GLASS OR SOLID WOOD INSERTS 4 e y ARE ALSO ALLOWED. o o g MINIMUM LiIMENS1314*4 • • • • • • — TOP ANDBQQ7TOM RAILS...cc..•...•....•5 LOCK AND I�lVGE S� E5.•.. • • • t5� ! /2"• ..•....i... �...� „ • npr: JA Afl AI IAAp INTERMEDIATE STIl66•....... ••_•..,,•...... .•5 — /Z • , CrvIL ' ��NN� ��pp�A{{���- ��pp�A�� FLA PE 7osas g , pltglniC(R1NISkli7 CAN. 53B. SEE SHEET 2 FOR MAX. AREA OF GLASS, WOOD INSERTS AND ©ESI ITY. a k oxo¢mpiyingWithdo'ln"ve 5 • • • • • • • • • • • • • N¢IldLyl t�xlo w • • • • • • • A¢apnm¢¢No - -9 4.2 i drawing no. *00 V. • • LxpirPZio�n/Dat¢ !,J����s .. . . . . . . . . ray ••• • • • • .1--1 --- KI nt �nv It a e— sheet 3 0l 8 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • )LT SUPPORT AT HEAD/SILL ALUM STRAP BRACKET FASTENED WITH (2) KB % SMS O z (e) POLYURETHANE TYPICAL ANCHOR _ALUM STRIKE PLATE GLUE SEE ELEV, EMBEDED IN W000 FOR SPACING WOOD BUCK ELEV. METAL L7)F� ,f �.- STRUCTURE TYPICAL ANCHORS SEE ELEV� J FOR SPACING - I i z ---911 1 4Q P .4 g - � o _1( aq " q TYPICAL ANCHORS SEE ELEV. FOR SPACING D0 R-_ iv -1'% 1 2 \ i3 1 �� :.:p H MIAMI -RADE COUNTY APPROVED of MUL ANCHORS LSE a 0SEEARA7E NOA Q ap. iSu TYP L ANC H +S Tp45 SEE LEV, 7Q y� • �+. NB X 2" FH SMS FOR SPACING AT 3-1/2" FROM ENDS I 1410 Q ---- I AND 15" O.C. MAX. TYPICAL ANCHORS SEE ELEV.- V FOR SPACING s I I WOOD BUCKS AND METAL STRUCTURE NOT BY F.P.C. _.__�... MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM a n -- c RE. $ Z TYpIC_A_I A3dCHQRS: SEE ELEV. FOR SPACING Q 47 tj © „j�4" DIA. TAPCON BV '1TW" (F-120 KS), Fy092 KSI) O } M m INTO 2BY WOOD BUCKS OR WOOD STRUCTURES $ _ SURFACE LTS B C9 SEE SHEET 1 � � � � � 1-1/2" MIN. PENETRATION INTO WOOD Z 3 p O a p THRU )BY BUCKS INTO CONIC. OR MASONRY 00 _ ?S 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 5 d DIRECTLY INTO CONC. OR MASONRY per_ 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY -- 9 #14 CMC OR SFLF DRILLING SCREWS (GRADE 2 CRS) 6 \ INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. - 1/8") INTO METAL STRUCTURES $$ - `� };+. STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) 4 & R Na. X 2" FN SMS ALUMINUM : 1/8" THK, MIN. (6063-T5 M1N.) AT J-1/2" FROM ENDS LUMINUM TO BE PLATED OR PAINTED) o g AND 15" D.C. MAX. S TYPICAL D . DI TAN ' rt INTO CONCRETE AND MASONRY - 2" MIN. N r 0•Ro INTO 'METAL STRUCTURE m 3/4' MIN. ;m g 4 •• •• • an. •cc • • • • • 'T • 13 CONCRETE AT HEAD, SILL OR JAMBS PL - 3000 PSI MIN. _ • J -• C-90 HOLLOW/FILLED BLOCK AT JAMBS I•m - 2000 PSI MIN. • • • • • j• 1 7'ROfri1CT &fiV1S&il • • • • •� i - xe comyfyin8 whri 1heT191il1a $ • • • • .✓ / y Eng,: JAVAO AHMAD ! M • • • • Duildirg{ Coda 7 E t • • • A f I Aiceplonro No, !L '" 06..2i FIA. PE / 70592 .� �J Hxp' Iota Doto Ole CAN. 5538 : v • C:: PICAL ANCHORS 1 E • • • : : S EELEV. FOR SPACING drowmg no. • • • 4 • W09 29 • • • • • ;lD .z r� TINS MAY OP 2012 •• •• • • • •• s• ••• • • • ••• • • O a k T r t yc J \J � i i POLYURETHANE TYPICAL ANCHOR _ALUM STRIKE PLATE GLUE SEE ELEV, EMBEDED IN W000 FOR SPACING WOOD BUCK ELEV. METAL L7)F� ,f �.- STRUCTURE TYPICAL ANCHORS SEE ELEV� J FOR SPACING - I i z ---911 1 4Q P .4 g - � o _1( aq " q TYPICAL ANCHORS SEE ELEV. FOR SPACING D0 R-_ iv -1'% 1 2 \ i3 1 �� :.:p H MIAMI -RADE COUNTY APPROVED of MUL ANCHORS LSE a 0SEEARA7E NOA Q ap. iSu TYP L ANC H +S Tp45 SEE LEV, 7Q y� • �+. NB X 2" FH SMS FOR SPACING AT 3-1/2" FROM ENDS I 1410 Q ---- I AND 15" O.C. MAX. TYPICAL ANCHORS SEE ELEV.- V FOR SPACING s I I WOOD BUCKS AND METAL STRUCTURE NOT BY F.P.C. _.__�... MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM a n -- c RE. $ Z TYpIC_A_I A3dCHQRS: SEE ELEV. FOR SPACING Q 47 tj © „j�4" DIA. TAPCON BV '1TW" (F-120 KS), Fy092 KSI) O } M m INTO 2BY WOOD BUCKS OR WOOD STRUCTURES $ _ SURFACE LTS B C9 SEE SHEET 1 � � � � � 1-1/2" MIN. PENETRATION INTO WOOD Z 3 p O a p THRU )BY BUCKS INTO CONIC. OR MASONRY 00 _ ?S 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 5 d DIRECTLY INTO CONC. OR MASONRY per_ 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY -- 9 #14 CMC OR SFLF DRILLING SCREWS (GRADE 2 CRS) 6 \ INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. - 1/8") INTO METAL STRUCTURES $$ - `� };+. STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) 4 & R Na. X 2" FN SMS ALUMINUM : 1/8" THK, MIN. (6063-T5 M1N.) AT J-1/2" FROM ENDS LUMINUM TO BE PLATED OR PAINTED) o g AND 15" D.C. MAX. S TYPICAL D . DI TAN ' rt INTO CONCRETE AND MASONRY - 2" MIN. N r 0•Ro INTO 'METAL STRUCTURE m 3/4' MIN. ;m g 4 •• •• • an. •cc • • • • • 'T • 13 CONCRETE AT HEAD, SILL OR JAMBS PL - 3000 PSI MIN. _ • J -• C-90 HOLLOW/FILLED BLOCK AT JAMBS I•m - 2000 PSI MIN. • • • • • j• 1 7'ROfri1CT &fiV1S&il • • • • •� i - xe comyfyin8 whri 1heT191il1a $ • • • • .✓ / y Eng,: JAVAO AHMAD ! M • • • • Duildirg{ Coda 7 E t • • • A f I Aiceplonro No, !L '" 06..2i FIA. PE / 70592 .� �J Hxp' Iota Doto Ole CAN. 5538 : v • C:: PICAL ANCHORS 1 E • • • : : S EELEV. FOR SPACING drowmg no. • • • 4 • W09 29 • • • • • ;lD .z r� TINS MAY OP 2012 •• •• • • • •• s• ••• • • • ••• • • W ACTIVE 2 ' 13 . 5 1/2" MIN. D. 1/4" MAX. 6D X 1-3/4"LONG BRAD NAILS -h AT 12' O.C. MAX, !8 X 2" FN WOOD SCREWS IN PAIRS (10) AT EACH END AT 3/13- FROM ENDS AND 2' O.C. MAX. 'a i INACTIVR MAY b8 X 2" FH WOOD SCREWS INSET W1DTI AT 15-3/4" FROM ENDS AND 8" O.C. MAX, EXTERIOR LEAF WIDTH V. .. . • . . • • ••• • • • • ••• • • • • • • • ••• •• •• • • • •• •• • rRODucTPons D es oatn)tlyiIW' With ft Florida "I'd �2-o �UF�'coffl 4.? Acadmloe No mu FU PE !, 70592 CAN: 3538 MAY 0 1 2012 �. f z i 0 t- o°. 1 81; Cfaa 8 O °a t a; • � g 8 N o z R o - 03¢ J z 0 o p 4r� 11-Ei drawing no. W09-29 TYPICAL ANCHORS SEE ELEV. FOR SPACING O1/4" X 2-1/4" ITW TAPCONS #8 X 2" FH SMS AT 3" FROM ENDS AT 5-3/4" FROM ENDS AND 12" O.C, MAX, AND 14-1/4" O.C. MAX. o ��//�""''\��J 3-1/2" X 1/8" `J ALOM PUTE FULL LENGTH #8 X 3/4" FH SMS IN PAIRS /—AT 1" FROM ENDS & 10-1/2" O.C. OD BUCK POLYURETHANE 2 2 EXTERIOR 2 GLUE 5 1/2" MIN. D.L. OPG. 5 1/2" MIN. 5 1/2" MIN. LEAF WIDTH LEAF WIDTH 1/4" MAX. FRellt win'na SILICONE DOW CORNING 795 pR011UC7R8V1.SRD uo9mplYil"y"Vi 1r1�w>rimfdo Acurylmrcallo F-0 s'1�1'•,gy� uvhvion Dmc�, I/20/.7 NM' 1➢11de ecd rm m1 MAY 0 2012 m 2 O fffl 08 a J K N 0 S � 0 z a 80 3 d N ao ge b drowingno W09-29 0. • •• ••• • • •• • • • • f • • • •• • •f• •• • • 00 •e • • • • • • . • • =• SILICONE DOW CORNING 795 pR011UC7R8V1.SRD uo9mplYil"y"Vi 1r1�w>rimfdo Acurylmrcallo F-0 s'1�1'•,gy� uvhvion Dmc�, I/20/.7 NM' 1➢11de ecd rm m1 MAY 0 2012 m 2 O fffl 08 a J K N 0 S � 0 z a 80 3 d N ao ge b drowingno W09-29 i 3.250 FRAME HEAD/JAMB 1.750 �..,.__-_------- .5.590—___ _..__..� 12 INTERMEDIATE STILE 11.750-1 I I I 1 1.693 4.713 •6191^- 5.500 Oj GLAZING BEAD L I.ODD -"*I' L—.492 J 2.500 I TOP & BOTTOM RAIL INGE & LOCK STILE/SIDELITE STILE 1»-1,750--1 5590 -*-I I --.492 ALTERNATE TOP & BOTTOM RAIL NGE & LOCK STILE/SIDELITE STILE 1.820 .062 OF O 'SILL COVER 6063-T5 ITEM PART 0 RRQD. DE6CRIPTION MATERIAL MANF./SUPPLIER/REMARKSH18194 1.750 1 - 3/ DOOR fRAME HEAD/JAMB WOOD - y 4.00( 2 - AS RE00. TOP & BOTTOM RAIL/HINGE & LOCK STILE/SIDELITE STILE WOOD -AS (9)ASTRAGAL INT. COVER HINGE 13 .13" THK. STEEL REDD. ALTERNATE TOP & BOTTOM RAIL/HINGE & LOCK STILE/SIDELITE STILE WD00 -4 d=. TO PANEL: (4) /12 X 1-1/4" FH SMS - I SILL COVER ALUMINUM5 uj - 1 SIU FILLER WOOD 111, 6 - 1 FRAME SRL —� -- WOOD i 7 - A5 REOD, GUZING BEAD WODD B - 1 ASTRAGAL ..,._..—. .- PLYWOOD AS MARINE GRADE 13 PLY u B _ - 1 ASTRAGAL INTERIOR COVER WOOD r, 10 ASTRAGAL EXTERIOR COVER WOOD - , M 4g 12 c -- AS RfQO INTERMEDIATE STILE ..._..— __.._ WOOD - r 13 S44 4/ LEAF MINCE STEEL OR ST/ST DELTANA En9r. JAVAD AHMAD CML FU. PE r 70592 14t0 X 3" 3/ CORNER FRAME ASSEMBLY SCREWS FLAT HEAD - - Q 15 OEBD650 AS REDO FRAME WEATHERSTRIPPING 0-LON PVC SCHLEGEL J 591 Ofi "VVV ASTRAGAL ®` ; 2 1.750 I z ; I I 1 I 13091.$09 y 4.00( 4- WHITE OAK J _J. .375-"•I F»- -� h-.250 (9)ASTRAGAL INT. COVER HINGE 13 .13" THK. STEEL SPECIFIC GRAVITY . 0.50 MIN. (E-1,400,000) GRADE • 2 MIN. 276 BINGE INeTALLAi eLREWS d=. TO PANEL: (4) /12 X 1-1/4" FH SMS i L TO FRAME: (2) ()12 X 3/4" FH SMS 1.000 1N INNER HOLES • • • • • • (2)•1/4" yp 2- /4" fo TAPCON 10 ASTRAGAL EXT, COVER • • • 116 OL%ER #014 • • • e • •• • • • •• ••• • • 900 - �F� 7I I .`,...(. • 5 0295 I • • � •• • • • I»-1.600•-7 'i'i2.400• • { •• • • • • • • r • • SILL m1w • • • rl �RAIK. 1. t• • • • • lJ WOOD l:l WOOD • ••• • • • • ••• • • • •• •• • • • •• •• SEALANT: g Lq I- SOUTHERN CHERRY FRAME & PANEL CORNERS SEALED WITH DUROLOK CM902 SEALANT. ; 2 2-ANDEAN WALNUT FRAME AND PANEL CLADDING GLUED WI7H TECHNOBOND L560S. z ; 3- TROPICAL WALNUT S 4- WHITE OAK J 5- YF.SQLIERO AND 25-1/2" O.C. MAX. SPECIFIC GRAVITY . 0.50 MIN. (E-1,400,000) GRADE • 2 MIN. Of °1 MOISTURE CONTENT -W 12% MAX, GD Z uj PASSAGE LOCK AT 36" FROM BOTTOM, g DEAD BOLT AT 42" FROM BOTTOM OPTION 1 - EMTEK CORTINA KEYED ENTRY DOOR LEV£RSETgi 0 SEALANT: g Lq i a FRAME & PANEL CORNERS SEALED WITH DUROLOK CM902 SEALANT. ; 2 o FRAME AND PANEL CLADDING GLUED WI7H TECHNOBOND L560S. z ; o HINGES 4" X 4" X .130" THK. HINGE 4 PER LEAF AT 9-3/4" FROM EACH END d O O AND 25-1/2" O.C. MAX. CONVENTIONAL LOCKSET WITH DEAD BOLT AT ACTIVE LEAF LOCK STILE KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR PASSAGE LOCK AT 36" FROM BOTTOM, g DEAD BOLT AT 42" FROM BOTTOM OPTION 1 - EMTEK CORTINA KEYED ENTRY DOOR LEV£RSETgi 0 Y OPTION 2 = KWIKSET POLO KEYED ENTRY DOOR KNOBSET m OPTION 3 = BALDWIN KEYED ENTRY DOOR LEVERSET MANUALLY OPERATED SURFACE BOLTS BY 'DELTANA' AT TOP AND m BOTTOM OF ACTIVE LEAF. ° (MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING) w 8 9 MANUALLY OPERATED CONCEALED FLUSH BOLTS 283D BY MAGER OR FPO WITH 5/8" THROW AT TOP & BOTTOM OF INACTIVE LEAF. c -- $ +e En9r. JAVAD AHMAD CML FU. PE r 70592 3 i PILODUCTRITVISED C.A,N.' 3636 "' �•. Im complying williftFwal Aeccpinnca No � •"' "---� �g1 L drowing n0.� W�9-29 E�pirntinn DlX4 /1!•7i °y p4 r um C nt 2Q'�? sh 20 7 of $ 5" X 5/8" WOOD DOWEL iNTERMEDLAIL G0 NER •• • ••• • • •• • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • 5" X 5/8" WOOD �.4� � � J•eii 5" X 5/8" WOOD DOWEL S rnV. JAVAD AHLUD t = N o CIVIL j FPE LA. 338, drawing no wW09-29