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RC-11-4Inspection Number: INSP - 154572 Permit Number: RC -1 -11-4 Scheduled Inspection Date: May 12, 2011 Inspector: Bruhn, Norman Owner: Job Address: 118 NW 97 Street Project: <NONE> Miami Shores, FL 33150- Contractor: MR. SANCHEZ CARPENTRY INC Building Department Comments INSTALL NEW MASONRY WALL TO ENCLOSE BACK PORCH. BATHROOM AND KITCHEN REMODEL WATER HEATER INSTALLATION Passed Failed Correction Needed Re- Inspection Fee May 11, 2011 No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspector Comments For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Alteration Phone Number (305)978 -4715 Parcel Number 1131010250070 Phone: (786)355 -0212 Page 5 of 23 Inspection Number: INSP- 157773 Permit Number: DEMO -11 -10 -1973 Scheduled Inspection Date: May 12, 2011 Inspector: Bruhn, Norman Owner: , Job Address: 118 NW 97 Street Project: <NONE> Miami Shores, FL 33150- Contractor: MR. SANCHEZ CARPENTRY INC Building Department Comments DEMOLITION OF (LEGAL LAUNDRY AND (LEGAL BATHROOM INSIDE THE GARAGE Passed Failed Correction Needed Re- Inspection Fee May 11, 2011 a ._-'i ir No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspector Comments CREATED AS REINSPECTION FOR INSP- 153121. ec For Inspections please call: (305)762 -4949 Permit Type: Demolition Inspection Type: Final Work Classification: Building Phone Number (305)978 -4715 Parcel Number 1131010250070 Phone: (786)355 -0212 Page 14 of 23 EL\J 1' Miami Shores Village Building Department BUILDING PERMIT APPLICATION FBC 20 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit Type: BUILDING OWNER Name (Fee Simple Titleholder): C I�fl w4 ect 1 [1 fi t ip'. D v de- Phone: 7 / ° e e Address: ii • 1 �•y 7 � Q L� t ,- t -- ice i 7 f - ' ! I a fi) i t 11 L . c - l e , , , S t a t e : F l Zap: Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: p 1 N W -s - '" City: Miami Shores County: Miami Dade Folio/Parcel#: i i- 3 O5 — 00 +Q Is the Building Historically Designated: Yes NO • Permit No. C °' ' 11 Master Permit No. Flood Zone: 33 /3c N CONTRACTOR: Company Name: /4( SPr r'Iot'Z- (il—h-° -v)' '�, 4i ,--1C Phone: 7, k , A,/ el - A3 Address: i :<)",t 0' /L/ i; ) , r ' /17-f. // 04\`(\City: ``i C7 i y7 State: i- /\ } Qualifier Name: �� 1 C Td t2._ d-► %fie: (c �L' � � ��- ��1 tic i o Q ' State Certification or Re • 'on #: C C C 15 / 7,2 `'fie Certificate of Competency #: Contact Phone#: 7 g' 4' ' 5/ q -/' Rmail Address: DESIGNER: Architect/Engineer. Phone#: , 1A :11 Value of Work for this Permit: $ ZiP: Phone#: COLOR THROUGH ROOF TILE IS REQUIRED uetaiowledged by: ***************************************F >I ** ******** ***** * *** *,w * **F ** rare** ,r****,k,iss►,r****inV***a******** ******** Submittal Fee $ Permit Fee $ 3r4 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 41'00 Bonding Company's Name (if applicable) - Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) / Mortgage Lender's Address IV A City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I comfy 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 m this junsdiclion. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDmONERS, 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 LMPROVEMENTS 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 buildng 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 Ls issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature 9 �� s or Agent The foregoing instrument was acknowledged before me this7'' The foregoing instrwnent was acknowlleddged before me this I.1 day of 20 J/, by B6 r- J f 1 2- , day of Ja 20 _8 by J c ��- who is persorud known to me or who has < produced who is personally own to me or who bas produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: � j -, ' r yrfi� IC - a : o "' •e M Comm. Ex ire a n�cr °1�7rD •Ctimmissron # DO 844725 IF Fed °hr National Notary Asa. (Revised 07110 /07)(Revised o6/10/2009)(Revised 3/15/09Xrev6/4/10) Signature 6'1 1.61is * ** 9 ntnTe9 � e*** �Tnt�in4�4a@* ittr�ntr�ran4at�tntnWr�tMrantr�t sks *** irk****** ******drdrtYati�kin4tTrd¢3e�ir�t ***** r***de****s&� *** APPROVED BY 4 % ��il I ✓ � Picas Examiner Zoning Structural Review Clerk 0A LL-. i 2 MAY 022011 Arcon Engineering Grodp, nc. 1175 NE 125 Street, Suite 215 Miami, Florida 33161 - -- Phone (305) 899 -9465 Fax (305) 899 -9580 "ENGINEERING INSPECTION" April 28, 2011 Miami Shores Village Building Department 10050 N.E 2 Avenue, Miami Shores, Florida 33138 Job address: 118 NW 97 Street Miami Shore, FL 33050 Owner's Name: Be Ma Real Estate Inv.LLL Permit Number: RC -1 -1 -114 Re: Windows (description and product control have been modified) Dear Building Official: This is to certify that I have inspected the windows at the subject property located at 118 NW 97 Street. Be advised that the horizontal windows (description and approval control) have been replaced for a single hung windows .The noa# of the new product control is 09- 0624.06 in lieu of noa 07- 10.25.09 And the required mullion (aluminum Tube) that have been installed for the new windows were noa# 08- 0514.10 Pinos Window Corporation. This new product will not affect the engineer approved plan. The installation meets the standard of F.B.0 and specification of the product control If you need more information, feel free to contact me at (305) 899 -9465. er 1 �, its G. Krishna Rao, 41516 PE 1175 NE 125 Street, Suite 215 North Miami, FL 33161 (305) 899 -9465 MIAMI-MADE COUNTY f ►j i 0 2 20711 BUILDING CODE COMPLIANCE OFF OFFICE PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE Florida Window System, Corp. 7191 NW 77 Terrace Medley, FL 33166 SCOPE: MIAMI — DADE COUNTY, FLORIDA METRO —DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130 -1563 (305) 375 -2902 FAX (305) 372 -6339 www.miamidade.eov/buildinEcode APPROVAL DOCUMENT: Drawing No. W04 -20, titled "Series FWS -200 Alum. Single Hung Window (L.M.I.) ", sheets 1 through 5 of 5, prepared by AID g Corporation, dated 03/11/04 with the latest revision "D" dated 06/15/09, signed and sealed by Ashad- Viqar, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami - Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a , ippneVatopnlication has been filed and there has been no change in the applicable building code;,negatixely 0 ormance of this product. TERMINATION of this NOA will occirail #�,fiiiiatioh_tdath3;:nr if there has been a revision or change in the materials, use, and/or manufacture t>fth t�idlilr€ rdcess. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other u to comply with any section of this NOA shall be cause forterm naton and removal of NOAS NOA. Failure ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 04-0528.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentionettErVe. The submitted documentation was reviewed by YihkeVtGascon, P.E. slot C� It.`+�3i A- 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 JurisdLetaon, (AM). This NOA shall not be valid after the eaA �,. . atd.below. The Miami -Dade County Product Control Division (In Miami -Dade C un reserve the right to have this product or material tested for u ality assur pur this d pr duct 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 "FWS -200" Aluminum Single Hung Window - L.M.I. MAMI GAS ' APPROVED X09 etc 2 IP NOA No. 09-0624.06 Expiration Date: July 29, 2014 Approval Date: August 26, 2009 Page 1 Auaitiohe ;AT Florida NOTICE OF ACCEPTANCE:, EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W04-20, titled "Series FWS-200 Alum. Single Hung Window (L.M.I.)", sheets 1 through 5 of 5, prepared by AL—Farooq Corporation, dated 03/11/04 with the latest revision "13" dated 0.014109, signed and sealed by Arshad Viciar, P. E. 4-6) B. TESTS 1. Test reports on: 1) Large Missild:ltniact Test per FBC, TAS 201-94 2) Cyclic Wind *Oki= Loading per FBC, TAS 203-94 along with marked—up drawing's anaqnitallation diagram of an aluminum single hung window, prepared by Hurricane Engineering and Testing, Inc. Test Report No. HETI-03-1820B dated 02/12/04, signed and sealed by Rafael E. Droz—Seda, P. E. (Submitted under previous NOA No. 04-0528.03) 2. Test reports on: 1) Large Missile Impactrrest per FBC, TAS 201-94 2) Cyclic Wind PressitiOading per FBC, TAS 203-94 along with marked—up ittritWirkslaibri diagram of an aluminum single hung window, prepared by'llutiiihne 'and Testing, Inc. Test Report No. HETI-03-1820A dated 09/09/03, sighed and sealed by Rafael E. Droz—Seda, P. E. (Submitted under previous NOA N� 04-0528.03) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform StaticAir Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1 and TAS 202-94 along with marked—up drawings and installation diagram of an aluminum single hung .. window, prepared by Hurric i and Testing, Inc. Test Report No. HETI-03-1322B dated 01/01/i *Tied and sealed by Rafael E. Droz—Seda, P. E. (Submitted under previous N A- ;,o40440528.03) 4. Test reports on: 1) Air InfiltrationRst, per.FBC, TAS 202-94 2) Uniform StatiO OPieisure Test, Loading per FBC, TAS 20294 3) Water Resi 'stalidel FBC, TAS 202-94 4) Forced Enitir pe 2411.3.2.1 and TAS 202-94 along with marked—up drawings and installation diagram of an aluminum single hung window, prepared by Hurricane Engineering and Testing, Inc. Test Report No. HETI-03-1322A dated 06/05/03, si ed and sealed by Rafael E. Droz—Seda, P. E. (Submitted under previqus NOA yuu. thirwathfiq 41 1 1b E 4 z' 2Aff ' Jaime D. Gascon, P. 1. Chief, Product Control Division NOA No. 09-0624.06 Expiration Date: July 29, 2014 Approval Date: August 26, 2009 Florida Window Syste , m Corn NOTICE OF ACCE ' EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations prepared by Al -F oo - Co brat Vigar, P.E. Complies with 01 P AS E:11 D. QUALITY ASSURANCE aural analysis, complying with FBC 2007, �¢'M ±fi• 15/09, signed and sealed by Arshad 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06-0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored interlayer" dated May 04, 2006, expiring on May 21, 2011. 2. Notice of Acceptance No. 08-1118.07 issued to Oldcastle Glass Inc. for their "StormGlass Glass Interlayik,,,dated 03 /05/09, expiring on 12/11/13. E. STATEMENTS 1. Statement letter of conformance dktId 16, 2009, signed and sealed by Arshad Vigar, P. E. ;, ";; ` 2. Statement letter of no financ` 4 u i t '.d ly,te Ju 16, 2009, signed and sealed by Arshad Vigar, P. E. 3. Laboratory compliance letter for Test Reports No.'s HETI- 03- 1820B, HETI -03- 1820A, HETI- 03 -1322B . d HETI -03- 1322A, issued by Hurricane Test Laboratory, Inc., dated Feb 01 2 004 r , September 09, 2003 and June 05, 2003, signed a a sealtcl 8y • 'i ~'' E (Submitted under preYi w I � Ubz -Seda, P. E. !ilk t 1 p k 5 28103) G. OTHERS 1. Notice of Acceptance No. 04- 0528.03, issued to Florida Window System, Corp. for their Series "FWS - 200 Aluminum Single Hung Window - L.M.I. ", approved on 07/29/04 and expiring on 07/29/09. Jaime D. Gascon, P. Chief, Product Control Division NOA No. 09-0624.06 Expiration Date: July 29, 2014 Approval Date: August 26, 2009 THESE. W OWS ARE RATED FOR IARGE & SMALL MISSIXIMPACT. SHUTTERSARE NOT REQUIRED. . SEETES . S -200 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H. /S.H. OR SINGLE HUNG WI 111 OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI -DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). W000 BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE 5 USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. BULB VINYL 1/r ANN. GLASS .090' PVB 43TFPAYER SAFLEX MG BY 'SOLUTIA' GLASS TYPE 'A' I/8' ANN. GL SILICONE PECORA 895 GLAZING OPTIONS GLASS TYPE 'B' 49 3/8' TYPICAL ELEVATION TESTED UNIT Engr: 365880 WAR FAA PE 9 38863 CAN. 3538 JUL 0 8 2009 FALSE MUNTINS /- (SURFACE USED FD) mAY BE sp1T Amapa= NO- r O m n 0 9 g m o S 8 drawing no. W04 -20 (sheet of 5 ) A D.L OPG. 14' MAX. HEAD/SILL i i t B ', 1 I II l u n u � I ./ n 11 u 1 I n n I 1 u it `:- :a { ,Tv .D.L OPG. . . .50 5/8' THESE. W OWS ARE RATED FOR IARGE & SMALL MISSIXIMPACT. SHUTTERSARE NOT REQUIRED. . SEETES . S -200 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H. /S.H. OR SINGLE HUNG WI 111 OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI -DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). W000 BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE 5 USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. BULB VINYL 1/r ANN. GLASS .090' PVB 43TFPAYER SAFLEX MG BY 'SOLUTIA' GLASS TYPE 'A' I/8' ANN. GL SILICONE PECORA 895 GLAZING OPTIONS GLASS TYPE 'B' 49 3/8' TYPICAL ELEVATION TESTED UNIT Engr: 365880 WAR FAA PE 9 38863 CAN. 3538 JUL 0 8 2009 FALSE MUNTINS /- (SURFACE USED FD) mAY BE sp1T Amapa= NO- r O m n 0 9 g m o S 8 drawing no. W04 -20 (sheet of 5 ) 19 -1/8 26 -1/2" 32' 42' 48' 53 -i(6y 60.0 60.0 60.13 60.0 80.0 60.0 55.8 60.0 60.0 80.0 60.0 60.0 60.0 80.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 84.9 55.8 65.0 85.0 65.0 65.0 65.0 61.7 65.0 65.0 65.0 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 ,7 86.7 66.7 68.7 61.7 52.6 66.7 56.7 66.7 75.0 75.0 75.0 75.0 15 ;13 449 X4.8 75.0 75.0 75.0 75.0 75.0 61.7 52.6 75.0 75.0 75.0 60.0 60.0 60.0 60.0 60.0 80.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 80.0 60.0 60.0 65.0 65.0 65.0 65.0 65.0 85.0 65.0 65.0 65.0 65.0 650 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 66.7 66.7 66.7 66.7 75.0 75.0 75.0 75.0 75.0 75.0 66.7 66.7 66.7 66.7 75.0 75.0 75.0 75.0 68.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 66.7 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 19 -1/ 26- 1/2';` 48" 53 -1/8" 26 -1/2" 48" 53 -1/8' 19 -1/8" 26 -1/2" 32" 42" 48" 53 -1/8" 38 -3/8" ( (6) 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 66.7 66.7 66.7 75.0 75.0 75.0 60.0 65.0 66.7 75.0 66.7 74.2 57.4 57.4 - 48.1 48.1 60.0 65.0 60.0 65.0 60.0 65.0 60.0 65.0 60.0 65.0 60 75.0 60.0 65.0 66.7 75.0 - 66.7 75.0 75.0 60.0 75. `60.0 GLASS TYPE • B • WINDOW DIMS. WIDTH 19 -1/8" 26 -1/2" 32' 37" 42" 53 -1/8" 19 -1/8" 26 -1/2" 53 -1/8" . 09 -1/8" 28 -1 /2" 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 6 /0 SHEAR CUPS 1646 TYPE •B• EXT.(+) 1 NT.( -) 60.0 65.0 EXT.( 66.7 NT.( -) JUN 17 2009 CUPS AT JAMBS droning no. W04 -20 sheet 20 5 WINDOW DIMS. WIDTH HEIGHT 19 -1/8" 26 -1/2" 32" 37" 42" 48" 53 -1/8" 19 -1/8" 26 -1/2" 32" 37" 42" 48" 53 -1/8" EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - ME 9/0 SHEAR CLIPS WITH SHEAR CLIPS AT JAMBS GLASS TYPE GLASS TYPE GLASS TYPE GLASS TYPE . • EXT.( +) INT.( -) EXT.( +) 1NT.( -) t70.( +) 1NT.( -) EXT.( +)I NT.( -) 66.7 75.0 60.0 65.0 66.7 75.0 60.0 65.0 66.7 75.0 800 65.0 68.7 75.0 60.0 65.0 56.7 75.0 65.0 • N0. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. 3, dt� 48' 53 -.r( - 9 '; _ .51' `Ta c6.7? c ; 4,1 5& ; 1 139;? T1n y1:/6" 76• "q(.�2• _ . (6) • NO 94 PARENTHESIS INDICATE ANCHORS PER JAMB._ NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT MACS-DEC-2 Engn ARSHAD MOM RA PE CAN. 7578 PRODUCT REVISED es complying web Om Flolids Et.36ng Code As.-p No WOOD BUCKS AND METAL STRUCTURE NOT BY FLORIDA WDW. SYS. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI - DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS: SEE ELEV FOR SPACING 1/4" DIA, UITRACON BY TI CO (t77 KS. Ey.155 K51) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/5" MIN. PENETRATION INTO WOOD THRU 113Y BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO G9NC. AR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INY6ONC. OR MASONRY . dr MS OR F DAL L INGI.SCWIS (GRADE 2 cRS) Li 4;L1 7 70 • u46, STRUCTURES - STCL ArukaNtim : 1/8 um.) 12 GA. MIN. 1F ,_,z- IN CONTACT WITH ALLMINL.R? TO BE PLATED OR PAINTED) .42„ SMS OR SELF na1u_iNc509p (GRADE 2 cRS) ikio MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK .090 (NO SHIM SPACE) ") ILEICALIJIGLSISIAKE INTO CONCRETE AND MASONRY := 1-5/Er MIN INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE re 3000 P51 YON. C-90 HOLLOW/RUM BLOCK Vol = 2000 PSI MIN. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE-MOREHEAD 5504 SEALANT. WEEPHOLES: Wi = 1-1/2" X 3/16" WEEPHOLES AT 2-1/4" FROM EACH END -- troan WENN/ VCIAR DAL LA. PE I 3880 GAN. 3.6m JUN 1 7 2E49 PRODUCTREVISED as complying with the Florida Code AceeplaatoNo 0 0 4-.010 Zo Division 7. •-■ LL 0 0 0 0 8 8 6 a 8 1 8 8 6 drawing no. W04-20 sheet 3 of 5 1TEM # PART / READ. DESCRIPTION MATERUI. MANF. /SUPPLIER /REMARKS 1 2 - FW5 -020 MS -021 1 FRAME HEAD 6063-T6 - 1 FRAME SILL 6063 -T6 - 3 EMS- 022 2 FRAME JAMB 6063 -16 - t FWS -025 1 FIXED MTG. RAIL 6063 -16 - 5 FMS-024 1 VENT TOP RAIL 6063 -76 - 6 FWS -023 1 VENT BOTTOM RAIL 6063 -T6 - 7 FF/5 -018 2 VENT 510E RAIL 6063 -16 - 8 FMS -029 AS ROD. GLAZING BEAD 6063 -16 - 9 FWS -018 2/VENT VENT LATCH 0 10 -3/4' FR011 ENDS 6063 -16 - 9A - 2/V8141 CAM TYPE SWEEP LOCK ZAMAX INTALLED W/ (2) I 8 X 3/4" FH SMS 10 - 2 LATCH SPRING STEEL - 11 895 AS REOD. GLAZING COMPOUND - PECORA 12 #8 5 t -3/4 20 FRAME & VENT ASSEMBLY SCREWS CRS PH SM5 13 - - - - - 14 W21175 AS REGD. PILE W slre✓MNG WITH PIASIIC FIN - ULIRAFAB 15 8305 AS RE00. BULB WSIRIPPING 5INYL - 16 - 2/VENT BLOCK AND TACKLE BALANCE - 189 - 2/VENT 5/8" SPIRAL BALANCE - 17 #6 X 3/8' - SASH GUIDE= ?(CREWS - FH 18 20 -09 2 SASH STOP id.',ifiN ALUMINUM - 19 - 4 SASH mad °.''{'": u - - -. _ 20 -. 1 5 / 16 .,5 : SCREEN, . _ - o9T10NAL TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4 Stem ro. • M1A18 -DA0E COUNTY APPROVED MULLION SEE SEPARATE N0A M1NDD1V WIDTH +sW 1 h WINDOW WIDTH OZ, MIEN man 4i METAL 111 STRUCTURE RE EXTERIOR D.L. OPG. WINDOW WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING JUN 17 2009 TYPICAL ARCH 4 SEE ELEV. FOR-. SPACING Engr: ARSHAD VVIOAR CNC C.A.N. 3538 y } PRODUCT REVISED s complying wide the F7mide 07 111. DWas A £18051802085081 • Ob 5 1 a 0 v 0 F 8 drawing no. W04 -20 sheet 4 of 5 1.375 .0 62 .062 .552 1.875 2.250 2.695 .780 .062 r 1.0311 1.250 -1.876 FRAME JAMB 1.000 VENT LAT.CH .062 .912 1.250 .594 • bt,Azit49 BEAD 1.250 .414-4-4 VENT SIDE RAIL 1.250 . l i • " • - MEL OE AIM Is i 4.40 r, m .250 1. 1.438 MEETING RAIL 1 062-4 • • VENT TOP RAIL 2.750 1250 1.687 L -1.250 2.769 1.250 - - I FRAME HEAD 1.813 .062 I.875- -.062 VENT BOTTOM RAIL 2.869 2.683 FRAME SILL .082 .750 2.065 1.785 FRAME CORNERS OFTAIL 1. VENT CORNER DETAIL Env: 49S•40 r045 Fu.. PE 1 35883 C.A.N. =36 JUN 1 7 ZOOS PRODUCT REVISED as cmpiyiag with the Florida Et80:::190 Aumstanse No By M ' DIvWon '1' a drawing no. [ W04-20 sheet 50f 5 1 MIAMI•DADE COUNTY BUILDING CODE COMPLIANCE OFFICE CCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE°(NOA) RENEWAL of this NOA shall be cops no change in the applicable building cod Pino's Window Corporation 7191 NW 77 Terrace Medley, FL 33166 SCOPE: 1 This NOA is being issued under the appl , ble:rules and regtilatjus governing the use of construction materials. The documentation submitted as-beer revi we y l ami -Dade County Product Control Division and accepted by the Board of Rules and ppeals (BORA).°to be used in Miami Dade County and other area where allowed by the Authority Having risdiction (AHJ). This NOA shall not be valid after the a 'ration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/o' 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 • perform in the accepted manner, the mri?iufacturer will incur the expense of such testing and the AHJ tray immediately revoke, modify, or suspend' ;the use of such product or material within their jurisdiction. BO1 A reserves the right to revoke this accep nce, if it is determined by Miami -Dade County Product Control Division that this product or material fai , to meet the requirements of the applicable building code. This product is approved as described he} ein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurriane Zone. DESCRIPTION: Aluminum Tube Million —L.M.L APPROVAL DOCUMENT: Drawing f o. M95 -18A, titled "Aluminum Tube Mullions ", sheets 1 throughi 4 of 4, dated 12/07/95, with last revision C' dated 05/05/08, prepared by AI- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bears g the Miami. ade County Product Control Revision stamp with the Notice of Acceptance number and expiry ion date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Largeland Small Missile Impact Resistant LABELING: Each unit shall bear a perk anent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade Cou y Product Control Approved ", unless otherwise noted herein. . rA,MSc p a eation has been filed and there has been ne yeIy eg t lt §,performance of this product. TERMINATION of this NOA will occ( r after thhe a lion date or if there has been a revision or change in the materials, use, and/or manufacturof the product'dr process. Misuse of this NOA as an endorsement of any product, for sales, advertising or anytrother purposes Shall automatically terminate this NOA. Failure to comply with any section of this NOA shy be cause for termination and removal of NOA. ADVERTISEMENT: The NOA num14 preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed i advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. . INSPECTION: A copy of this entire NA shal(be provided to the user by the manufacturer or its distributors and shall be available for ins4)ectio • t i the job site at the request of the Building Official. This NOA revises and renews NOA # 87 -0324 and consists of this page 1 and evidence pages E -1 and E- 2, as well as approval document mention above. The submitted documentation was reviei ed by Car $i M: `Utrera, P.E. 11.1. • 3/31/ • tsrriro4 , 1,, x ,. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.sov/buildinacode NOVA No. 08- 0514,10 Expiration Date: March 28, 2012 Approval Date: June 26, 2008 Page 1 at Pino's Window Corporation or : 1 , r k# ' `s'.'44 - r. k� NOTICE OF ACCE1fANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. M95 -18A, "tied "Aluminum Tube Mullions ", sheets 1 through 4 of 4, dated 12/07/95, with last evi 't C dated 05/05/08, prepared by Al-Farooq Corporation, signed and eale 'b Iumayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Unifo ;' i Staticukir. Pressure Test, Loading per FBC TAS 202 -94 2) Large Vlissilc ]mpa�t :Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drfiwings and installation diagram of Aluminum Fixed Windows Mulled Togetl.,r, prepared by Fenestration Testing Laboratory, Test Report No FTL -5562, dated 03 29/08, signedrand sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Mullion clip anchoring culations,..prepared by Al- Farooq Corporation., dated 05/02/08, signed and se-: ed by Humayoun Farooq, P.E. 2. Anchor and mullion cal fry lations, prepared by Al- Farooq Corporation., dated 02/24/07, signed and sealed by Humayoun Farooq, P.E. "Submitted under NOA 07- 0322.12" D. QUALITY ASSURANCE 1. Miami Dade Building C de ; o npliance (BCCO). E. MATERIAL CERTIFICATIONS „ 1. None. 'P'.1 1: F. STATEMENTS ` . ' ` 1. Statement letter of conformance i Al- Farooq Corporation, dated 05/02/08, signed and sealed by H ayoun Farooq, P.E. 2. Statement letter of no f4 ancial interest issued by Al- Farooq Corporation, dated 05/02/08, signed and se led by Humayoun Farooq, P.E. 3. Laboratory compliance tatement iagliy Fenestration Testing Laboratory, Inc., dated 03/29/08, signed dealed >byCarlusiSRionda, P.E. 1 n , ' . •. • 1 G. OTHER ,,row 1. Notice of Acceptance 07- 0322.12; issued to Pino's Window Corporation, approved on 05/24/07 a; d expiring on 03/28/08. , 3t / arios M. d / trera, PiE. Product Control Examher NOA No. 08- 0514.0 Expiration Date: March 28, 2012 Approval Date: June 26, 2008 4.000 TYPICAL WN= FRAME INSTRUCTION$: USE CHARTS AND GRAPHS AS FOLLOWS. MUWONS CONTAINING TYPICAL GLAZING PRODUCT HORIZONTAL OR VERTICAL SEE WNO0I OR OQOR APPROVAL FOR FASTENERS S2ES AND SPACING ? , 'yo L MI I tRINSIt063 -T4 MPH. n r OVERTONE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE LBMD -0A0E COUN IY APPROVED GATING PRODUCTS SIEVING ABOVE LOAD REQUIREMENTS. USE lbf1EC11011 10 MULLION AS PER PRODUCT APPROVAL. USING GRAPHS ON SHEET 2 SELECT MRAJJON Sff WITH WWI ROM MORE THAN DESIGN LOAD 5PECWED N STEP 1 ABOVE USING ANCOFOR TYPES ON SHEET 4, ANN ANCHOR GRAPHS ON SHEET 3. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGI LOADS SPECIFIED IN STEP 1 ABOVE F _,25 ANGLE CLIP ( 0063-55 ) MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED IMPACT AND NON-IMPACT RESISTANT PRODUCTS. 4 —a25 TYP. 2.003 Mill 1 ION CUP (2033 -1 (ALT. TO ANGLES) CUP LENGTHS MUST BE CUT TO FIT SNUG INTO TUBE MULLIONS RECTANGULAR ALUMINUM TUBE MUW(5N5 USING MI III PROPFRTIFS ONI Ea4r. Oa marrow 0 40100 SRUCTURES M i T6007 Ica 2008 MUWON CUP LEGS.I • THIS PRODUCT HAS BEEN DESONED AN0 TESTED TO COMPLY W01N REQUIREMENTS OF THE FLORIDA BALING CODE 2004/2007 =nom HIGH moan HURRIc 05 220 00014 All GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEV THE APPLICABLE BUILDING CODE REQUDm1EHTS LE: WINO LOAD, WATER INFILTRATION. FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 414040 S S TO L E AS USED. SPACED AS 910NN ON DEMOS. EIBEWEIN5 1O BASE WPM. SHALL E BE12ND WALL COVERS (STUCCO, IRE ETC). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE OETAI.S ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE N ALLOWABLE STRESS IS USED IN MON OF ANCHORS 100 W000 ONLY. MARTINS NRADING BUT NOT MED TO =OEM M EIS. ma COME INFO CONTACT ROTH OTHER 135580400 MATERIALS SHALL MEET ME MOUSSE/ITS OF 2004 FIORD% BLOC. CODE SECT5N 200713.4. PitODUCENEWSED em°pt7esYd4dcF11dda � @90°100 �� V) 0 z 0 1 drawing no. M95-18A (shad 1 o± 1'x 2'x 1/8' TUBE MULL ID 0 � a , O. ID 1'x 3'x 11111111•1rffil -1 1111111E11111111111 ION MIMI = MI ■r►\r•11•r INN MEM= RE IINI ■■■. -■■ \■■■1111,. -■■ 111, 111— ■1∎1111= .1'.1.111■■ -.■ 11131M110M —.. ■L' r linemen me P1X2 1 111111111111111=11111M111111111 1111 ■►111111111MI■■ ►11111111111111111■•■111111■ ■1\uu u•uuu• Z .■„1W.■,.■■■ 41 NEM � ®•aa� ID ■„■111 .■ m. m 11■'101.11,■11`11111111♦ Oh. 111111.11■1 rrvWrr 1/8" TUBE MULL m .1 ■M■L\■!■■i ■■ 11.1111 ■11 ®■1I■M■ ■111■Ma■■ \ ■■ 11111111111111■117111111111 P2X6 MIN 1111111111111111 ■1110 ■ ■■■1110■ ■, ,\,1■,I■■,I ■M■■ 111171131■11311•i ■■ 1111\\ ■ \■ ■1■11■i\ ■\11■■i ■■ ■ 1011■ ■i \\■ \ ■111\■ ■ \E ■ ■11:111111 \ ■�� ■ ■■ ■■ ■1111'111■■ ■,1111■ x 4' x 1/8" TUBE MULL Qmtrr►�1� ■rr►��rrr■tr 111111101\1 \rte \\1111111B 1•111111111110110111111M1111111 ►rrrrSMIIIIrMrr -V■■.■ MIN11.■1, 111, \■'1M11111 1■, 11111 rims■„ 1.■,■,m ■„1.■' ®,.11'1.1. ,.1♦111,OMIN„1111111 ` �1��l11 _�t•w 1�.E_M,.■■„■. MULLIONS ft WI II WZ PMCROM INSIDE MOM HORRONIAL'Maffei r MUU N SPAN • +c_� 3..1i. .- . P�a4uelOa�rA Z 0 m 20 311. 40 5* TRIBUTARY WIR 01 2' x 40' `s Y7B' TUBE MULL m N m iP g J ova 30 40 50 60 70 TRIBUTARY WIDTH - INCHES 78 BB 20 30: ti(0 50 60 71r NCHES TRIBUTARY' WIDTH - INCHES u ID 2' x 6 : TUBE 1111 N 4 0 N 0 72 u m r a m LL 00 20 30 40 50 60 70 TRIBUTARY WIDTH - INCHES 30 40 50 60 70 1 TRIBUTARY WIDTH -INCHES ' 7 .WIDTH (W) a -W1 a M2 MUWONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) MAY 06 20DB PRODUCT RIMMED Cede e 1 1 (sheet tot 4) MUMMEMMEMEMO MMMUMMEMEMEM wummwommimul MVOMMEMMMEMEM WMEMM■■■■M■E ►\\\MEMM■■■EM■ \\►\ MMIUMM■MME■ MMUMEMMEMMEM RIIIMUMMINIMME WINKS■.■■■■■ MMEAM..■■■■ MMUMAIMIEMEMM u",,umom■, ■■■ ILIMMITMIMMMOMM MWOMMEWOMMEN willoNammwmomm mos► \ MA, ■ ■11.` \b\R MM ■ ■.M"OUNMAR J m P 19 W m ANCHORS TYPE "A" 30 40 50 60 ` 1 -, 90 TRIBUTARY WIDTH - INCHES. CUM PRODUCT VEMICAL MULLION CLAM PRODUCT ANCHORS A At. B cm 112 ILE n _ P � al D m ANCHORS TYPE OR AC ANCHORS TYPE "A2" TYPICAL MUWON ARRANGEMENTS WIDTH (W) m m + a2 2 � -0\ 0�. EMMOMNSOM 0Wi\I\MOMMI� M'\MUMUMME„MIll UMWMECIAMIMMISM t \\\1\1ENOM,MEM■ UUMMEMMWMEMO \1W\\WWW O■■■ MUMMENOMEMEM M►` MMMILIMUMWWWWM MEMOMMOMOOMO MOIRMWMMMMOOM ■■KOMM,■,■„ MEM„`QI,U,MO MEMONWANMOMME MEMMEWWWIMUMO MEMEMMOMMOME .■. MEMMEMMULlaWS 20 30 50 'ti 01 v10 TRIstmar' MIuT1 ,+..YIN " - MULLION SPAN DNOZONDL MULLION DAaNO PRODUCT %NOM A0. �1 PRODUCT BE INSCRIBED ARCHES =DE RECTANGULAR CTANGULAR SHVE PA2 Da m a � J 0 20 30 40• ANCHORS TYPE "B" TRIBUTARY INCHES � y � V ab� 60 70 80 NO ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD,. SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEET 4. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS ID ANOORS U",,,,,.MMMEM MUUMUU MUMEMEMEM MUUMUU \\\\mommum\ mmommomem EMUMMUMM MMEMEMMUM MUMMUNEM MUUMUU MUMMUMEM MEMOMMOMMS MISMUMMOMM MUMENWIAMM mommimmomm MMMMMMMMWM 40 $8 : ' 4. 60 70 i:YIDtH - INCHES End DR. MAMWIUN Meal S1R1W74' 1 85 MPE/ 09 C.AII. �`.IA7! MAY 0 8 2008 TYPE "C" eoDpljLt !lf10. 0 u' 1 22221/8' 2-5/8• LONG MINION 2 X 2 X 1/8 ALIN ANGLE 2 AAL ANGLE 14 SANS 2/ ANGLE -MULLION • PRE CONC. 1 MBI. A A ANHORS TYPE 'A• 1 - 3 / 4 . NE N- • 1/4 • TAPCCN 1/ ANGLE 4 4 • 1BY OR 22Y RDOD 1Qaa1 • 11 14 SJES. 2/ ANGLE NOTCH ANGLES TO MSS MARBLE SU. OR MN 1/4. ONA 1*POON 1 / f� EMlIEO 2 X 2 X AWN ANGLE 14 S.M.S. 2/ ANGLE ANCHORS TYPE 'B' ANCHORS TYPE 'C' ter OR 25Y • • Iaat ROOD BLOC 22X12 1 �- -a.,�. .,. VOLUM 22221/8 AWN ANGLE ANCHORS TYPE 'A2' 2 -14'. MAL • a a 2 -1/E' MIN a .1/4• f TMCON 2/ AN01E • 14 5.1LS. 2/ ANGLE NOTCH ANGLES TO MSS AMBLE SU. OR 1RIM I/4• DM. TAPCON 1 -1/2 MN. EMBED 1/ ANGLE 2 X 2 X 1/8 ALUM ANGLE / 14 SALS 3/ ANGLE 2 X 2 X 1/8 ALUM ANGLE N(8TC4 VIM 5001 TO ABATE -CLIA'..ANOLE TO MASONRY 4 9/4 • TAPCON 1 —l/4• MN. WED 2/ ANGLE . • CITE OR NASONRr maOs 9 G INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4 MIN. EMBED INTO CONC. OR MASONRY ANCHOR EDGE DISTANCE% INTO CONCRETE AND MASONRY = 2 -1/2 MIN. INTO WOOD STRUCTURE = 1' MIN. Sur OR. HUMOUR rAR000 INTO METAL STRUCTURE = 5/8" MIN. SR81CTUR��ES R C J N 10 76 WOOD BUCKS NOT BY PINO WINDOWS 6AY 0 8 ZOOS MUST SUSTAIN LOADS IMPOSED. 1 /2' MAX. GLOATING MLJWON CLIP OPTION FOR 18r TIC IttALIO2* VENOM OR HORIZONTAL 1571101ED o TUBE 0011 4 0] �l t. ANCHOR DETAIL /1 PRODDCT(VISED je 0 PaxieetCoatol 3 drawing no. M95-1 8A sheet 4of 4 gl Xt - locus 3F-1( G(u )2_41 , E vn BUILDING PERMIT APPLICATION FBC 20 City: Miami Shores County: Folio/Parcel #: 11 I Q 1- 0;1-5 -- 00=70 Is the Building Historically Designated: Yes NO Type of Work: ❑Address Description of Work: — Submittal Fee $ Scanning Fee $ Notary $ Double Fee $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder'): 13 £. M/4 [�PA ( CcTGG re_ IN V. Tv /1 r Phone #: / 9 9 - / 0 Address: I I N W q 7:4-11 sf City: , M oerni S horeS State: f 1 Zip: 33 , 5o Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: I I' N LU `/ 7 , C Miami Dade Permit No. V.-C. t 9 Master Permit No. JAN 0 3 2011 BY: Zip: ? 315b Flood Zone: -2 _51 - v s �GVI,J CONTRACTOR: Company Name: c . I ∎41/4,,Phone #: 1 3SS 02-1 Z, Address: (i) CS ` +U 'vJ . y City: s RN \ sue, State: Zip: Qualifier Name: Phone #: SS -0: LIZ. State Certification or Registration #: CG C. \! \ Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: 1l`^ itc "-.lt S, NV I 1 C1 � L e�� . =f Value of Work for this Permit: $ ' ( 4Z - re/Linear Footage of Work: ❑Alteration �.Cl. AVA New W4/ Phone #: 91ineene»1 / H +44 PPROOF UIRED acknowledged by: r� ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Fee $ ,7 aJ CCF $ CO /CC $ Radon Fee $ DBPR $ Bond $ Training/Education Fee $ Technology Fee $ Structural Review $ `D. 04 4. TOTAL FEE NOW DUE $ 9 -00 Bonding Company's Name (if applicable) Bonding Company's Address City Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State r Zip Signature Sign: Print: My Com • APPROVED BY State (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)(rev6/4/10) A 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. O ner or Agent The foregoing instrument was acknowledged before me this acs day of e/mho?, 20 it lX ., /ki who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: 0 ar • = „ • mm. Expires J Commission # DO xVilig Through National Notary Assn � J 13, 2013 "/ V Plans Examiner Structural Review ontractor The foregoing instrument was acknowledged before me 3 e this ° day of C'C€ ,20 /0, by e�JL17tj`/ - who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Com > iss * ** ** * ** ** ** * ** ** * ** ** ** * ** ** * ** ** * ** ** ** * ** ** ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Zip N y Public - State of Florida My Comm. Expires Jan 13. 2013 ,> � � �� 0 Commission #i DO 844725 Bonded Through National Notary Assn. * * * * * * * * - * ** 7 / Zoning Clerk (Statewide Septic) po box 3865 Hollywood, FL 33083 RE: Contingency Letter Application Document No: AP994136 Centrax Permit Number: 13 -SC- 1301506 OSTDS Number: 118 NW 97 St Miami, FL 33150 Enclosures cc: Miami -Dade County Health Department 1725 NW 167 St, Opa Locka, FL 33056 Phone: (305) 623 -3500 February 23, 2011 MAR 012011 Lot:7 Block:3 Subdivision: Dear Applicant: This will acknowledge receipt of an application dated 02/15/2011 for a permit to use an existing onsite sewage treatment and disposal system located on the above referenced property. From a review of your completed application, it has been determined that your existing system is adequate for the proposed use (family room construction work). If you have any questions on this matter, please call our office at (305) 623 -3500. Rick Scott Governor h P erger, gine MIAMI SHORES VILLAGE NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I (We) have been retained by e--- 4 L E/' f e to perform special inspector services under the Florida Building Code at the /1 € LG' c 7 project on the below listed structures as of (date). I am a registered architect or professional engineer licensed in the State of Florida. PROCESS NUMBERS: ❑ SPECIAL INSPECTOR FOR PILING, FBC 1822.1.20 (R4404.6.1.20) ❑ SPECIAL INSPECTOR FOR TRUSSES >35' LONG OR 6' HIGH 2319.17.2.4.2 (R4409.6.17.2.4.2) o SPECIAL INSPECTOR FOR REINFORCED MASONRY, FBC 2122.4 (R4407.5.4) ❑ SPECIAL INSPECTOR FOR STEEL CONNECTIONS, FBC 2218.2 (R4408.5.2) SPECIAL INSPECTOR FOR SOIL COMPACTION, FBC 1820.3.1 (R4404.4.3.1) ❑ SPECIAL INSPECTOR FOR PRECAST UNITS & ATTACHMENTS, FBC 1927.12 (R4405.9.12) o SPECIAL INSPECTOR FOR Note: Only the marked boxes apply. The ollowing individual(s) employed by this firm or k a are au orized�re,Rresentatives to perform inspection'' 1. t �, biPtetto 2. ' Ilu 3. fr24-1 ‘WYttil 4. * Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assigned by the Special Inspector. The qualifications shall include licensure as a professional education engineer or architect; graduation from an engineering program in civil or structural engineering; graduation from an architectural education program; successful completion of the ;EES Fundamental Examination; or registration as building inspector or general contractor. I, (we) will notify Miami Shores Village Building Department of any changes regarding authorized personnel performing inspection I, (we) understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Village Building Departrnent Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the County. The Village building inspections must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Department. Further, upon completion of the work under each Building Permit I will submit to the Building Inspector at the time of final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance with the approved plans. Signed and Sealed Engineer/Arch' Name Created on 6/10/2009 ? b MAR 9 1 2011 ft; Miami Shores Viiiage Building Department Address Phone No. tris Nit, 12es 4- z1 1-Z i c i tii I` FL, 7/&( (3c 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 FIR 0 1.0 Scale 1'417 Soon* R/W LINE FIP01ir Tr' s 2 b to enrCL ------- INota.) , 1 Roam R/W Loie NW:97th:STREET (7r. PUBLIC , IiIGHT4IP , WAY) -- -20 0 ASPHALT fiAV92IEN-. - - ASENALT 75 NM) "PENT 15' ALLEY Soon R/W 180 NORTH R/W LINE --- (8910.) ASPHALT PAVII(SNT 81.15' (M&R) depicted on this sauveyand map mare measured 10 80 estimated veal =dermal accuracy of MI 0 foot for natural ground surfaces and 1/100 foot for trantscape surfaces, induceng pavements, curbs and other man-made =hues as may ex1sL Well-Identiged features as depicted on ft survey 05/ 5189 mem measured to an eallmated horizontal positional accuracy of 1/10 foot unless otherwise shovm. Legal Description subject to any dedications, grnhatbns, restrictions. reservatkers or recorded ellEAMIBMS. mate=1 a 0,1 of wiyfedeial. CORER °rather entity. state, regional arSOma board. commission kora llatallton WEIS garnished by the dent. \ I \ I 0 z rn BENCH MARK USED BSI 6 N-588, Elevation c 9.85 at NE 95.5t & N. AllArdl Ave. converted to NERID 1929. 11 ( MUD No. 11 blhatel-Dade Abuses . said drawing may be stored D scalabyther Pw agg' ed , ir .11 theinupose4r12 Is not Wetted to if shown elevations ate referred to N.G.V.D. of 1929 FLOOD ZONE INFORMATION: Community No. 120835 Panel No. 0288 SaflbC L FIRM Date: 0941-2009 Flood Zone: X LOCATION MAP pio SCALP ownershp, possession or occupagon of the subject property by any entity or inctivid.ual Subsurface bnprovements andlor encroachments +WWI, upon, across, abutting or adjacent to the subject 91890/9 01800 not boated and are not shown. Not valid without the signahrre and mistrial raised seal of a Florida Licensed Surveyor and ?dapper. Additions and deletions to this Map of Survey by other than the signing party are prohibited without the written consent of the signing party. This Map of Survey has been prepared extra =lesiva use al the entitles named herein and the certifkagon does not extend to any unnamed party. u-Y TO1 BE MA REALESTATE INVESTMENTS IV LLC. SURVEYORS CEFMFICATION: thereby certify: That this BOUNDARY SURVEY' and Re Map of Storey resulting there from was performed under my direction and is true and Caned to Ow best di mY imawdadire and belief end farther. that sidd 'BOUNDARY SURVEY" meets the Went of the *Minimum Technkal Standards for Land Surnaytrag in the State of Florida". =ward 10 Rule 610174 of the Fbrida Admhalstrative Code and hs implementing Rule, Chapter 472.027 of the Florida Statutes. Armando Ganda, R.L.S. Registered Surveyor and Mapper No. 3109 State of Ronda. 12-12-2010 Land Surveyors & Mapper 8587 Carat Way, Mani, FLORIDA 33155 Telepholtre 7554904184 t RINISIONM Survey ts not covered by Proffeslonal Llablity Insuntrme. • - 12-11-2010 WELD DATE SHEET 1/1 Effective March 1, 2009 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Residential Com vent Prescrl a Method B ALL CLIMATE ZONES FORM 11008 -08 Compliance with Method B of Chapter 11 of the Florida Building Code, Resldentia( or Subchapter 13-6 of the Florida Building Code, Building may be demonstrated by the use of Form 1100B for single -and multiple - family residences of three stories or less In height, additions to existing residential buildings, renovations to existing residential buildings, new heating, cooling, and water heating systems in existing buildings, and site -added components of manufactured homes and manufactured bulldings.To comply, a building must meet or exceed all of the energy efficiency requirements on Table 11B -1 and all applicable mandatory requirements summarized In Table 11B-2 of this form. 11 a building does not com . Iy with thls method, it ma still com 1 under Method A of Char ter 11 or Subcha . . r 13 -6 of the a . Iicable code. j d/GLo 1 2? a c BUILDER: Lig N bQ 6 19 .1 f ERMITTING co :1 / - �f . 3 ; / OFFICE: OWNER: j /al , A e _ eif t_. r _ mt c. PERMIT NO.: .New construction Including additions which Incorporate any of the following features cannot comply using this method: skylights or othernonvertical mot glass, glass areas n excess of 16 percent of conditioned floor area, and electric resistance heat (See Notes to Table 118.1 on page 2). 2.Fill in all the applicable spaces of the "To Be Installed" column on 'Table 11B -1 with the information requested. All "To Be Installed" values must be equal to or more efficient han the required levels. 3. Complete page 1 based on the 'To Be Installed" column information. 4. Read 'Minimum Requirements for All Packages ", Table 11B-2 and check each box to indicate your intent to comply with all applicable items. 5. Read, sign and date the "Prepared By" certification statement at the bottom of page 1. The owner or owners agent must also sign and date the form. PROJECT NAME: AND ADDRESS: 1. New construction, addition, or existing building 2. Single-family detached or multiple - family attached 3. If multiple - family -No. of units covered by this submission 4. is this a worst case? (yes/no) 5. Conditioned floor area (sq. ft,) 6. Glass type and area: a. U- factor b. SHGC c. Glass area 7. Percentage of glass to floor area 8. Floor type, area or perimeter, and Insulation: a. Slab -on -grade (R- value) b. Wood, raised (R- value) c. Wood, common (R- value) d. Concrete, raised (R- value) e. Concrete, common (R- value) 9. Wall type, area and insulation: a. Exterior: I . Masonry (Insulation R- value) 2. Wood frame (Insulation R- value) 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R- value) 10. Ceiling type, area and insulation: a. Under attic (Insulation R- value) b. Single assembly (Insulation R- value) 11. Air distribution system: Duct insulation, location Test report required if duct in unconditioned space 12. Cooling system: (Types: central, room unit, package terminal A.C., gas, none) 13. Heating system: (Types: heat pump, elec. strip, nat. gas, LP -Gas, gas h.p., room or PTAC, none) 14. Programmable thermostat installed on HVAC systems: 15. Hot water system: (Types: elec., nat. gas, LP -gas, solar, heat rec., ded. heat pump, other, none) b. Adjacent: f I hereby certify th epl sa ; •ac'�onsc• cecut n l rein compliance with theFloridaEn h. - � y PREPARED BY: � f Jc I ti; //a.. a. / e ' ° exd DATE: hereby certify than is b, II ng is pea • lance with Florid. - orgy Code: OWNER AGENT: r.. L: V 1 • t DATE: 2007 FLORIDA BUILDING CODE- BUILDING 1 BUILDING OFFICIAL: ®ATE: JURISDICTION NO.: Please Print APPENDIX 13 -D 1i 1,131®IOIO 1.4"/T ditreg I r19 2. 1 ft 3. R/ 4. /) 5. 238. g4) 6a. 6 b. 6c. 4-&" a 6 sq. ft. 7. 20 % 8a. R= ft. 8b. R= sq.ft. 8c. R= sq.ft. 8d. R= sq.ft 8e. R= q.ft. ��, 1t / oO 9a-1. R= T -, 4f, Ci sq.ft. 9a -2. R. sq.ft. 9b-1. R. sq. ft. "9b-2. R = sq. ft. 10a. R = . 3 . D sq. ft ,2 3 B 47 10b. R= _ sq.ft.T 11a. R. 11b.Test re ort attached? Yes No 12a. Type: 12b. SEER/EER: 12c. Capacity: 13a.Type: T rig I C' 13b. HSPF /COP /AFUE: 13c. Capacity: 14. Yes No 15a. Type: E L GTGf~ i Qo 15b.EF: of 9 2. CK Review of plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed, this building will be inspected for compliance In accordance with Section 553.908, F.S. 13 -D.23 BUILDING COMPONENT PERFORMANCE CRITERIA INSTALLED VALUES: REQUIREMENTS CHECK Windows (see Note 2): U- Factor =0.85 SHGC =.0.35 %of CFA < =16 % U- Factor= 0. t SHGC = 0 e 3 r % ofCFA= p/ Exterior Windows & Doors Exterior door type Woodor insulated Type: Sole & Top Plates N1106AB.12.1 Walls — Ext. and Adj. (see Note 3): Frame Mass (see Note 3) Interior of wall: Exterior of wall: R -13 R-8 R-4 R -Value = R -Value = t` T R -Value = IQ -. (t. 0 Type IC rated with no penetrations (two alternatives allowed). j 0/4. ^/ /A it/ JO Electric resistance heat (See Note 10) Not allowed Air barrier on perimeter of floor cavity between floors. Exhaust Fare N1108AB.1.3 Ceilings (see Notes 3 & 4) R=30 R -Value = le- 3 A Comply with efficiency requirements in Table N1112AB.3. Switch or clearly marked circuit breaker electric or cutoff (pas) must be provided. External or built -in heat trap required for vertical pipe risers. Floors: Slab-on -grade Over unconditioned spaces (see Note 3) No requirement R -13 R -Value = aJ 1V /A Hot Water Pipes Hot water systems (storage type) Electric (see Note 5): Gas tired (see Note 8): 40 gal: EF = 0.92 50 gel: EF = 0.90 40 gal: EF = 0.59 �: EF 0.58 SEER =13..0 / Gallons = 4 0 4 . EF = 0 v 920 Gallons = SE = s�' SEER = .�� 0 > Air conditioning systems (see Note 7) Heat pump systems (see Note 8) SEER = 13.0 HSPF = 7.7 SEER = HSPF = HVAC Controls NI107AB2 Gas furnaces AFUE = 78% AFUE = Oil furnaces AFUE = 78% AFUE _ Programmable thermostat (see Note 10) Must be Installed on all HVAC systems. Installed? Yes No Ductwork (see Note 9) Unconditioned space Conditioned space Unvented attic assembly per R808.4 with insulation at the roof plane R-8, TESTED NA R-4.2 Requires test report No duct test required Location: Unconditioned space R -Value = Test report Conditioned space R -Value = (No test report required) Location: Test report Air Handler location: Unconditioned attic or garage Conditioned space or Unvented attic assembly per R806.4 with insulation at the roof plane TABLE 1184 MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS SECTION REQUIREMENTS CHECK Exterior Joints & Cracks N1108.AB.12 To be caulked, gasketed, weather - stripped or otherwise sealed. p/ Exterior Windows & Doors NI108.AB.1.1 Max .3 cfmfsq.ft window area; .5 cfmisq.ft. door area. x/ Sole & Top Plates N1106AB.12.1 Sole plates and penetrations through top plates of exterior walls must be sealed. Recessed Lighting N1108AB.1.2.4 Type IC rated with no penetrations (two alternatives allowed). j 0/4. ^/ /A it/ JO Multistory Houses N1108.AB.12.5 Air barrier on perimeter of floor cavity between floors. Exhaust Fare N1108AB.1.3 Exhaust fans vented to unconditioned space shall have dampers, except for combustion devices with integral exhaust ductwork. Water Heaters NI112AS.3 Comply with efficiency requirements in Table N1112AB.3. Switch or clearly marked circuit breaker electric or cutoff (pas) must be provided. External or built -in heat trap required for vertical pipe risers. Swimming Pools & Spas NI112.AB2.3.4 Spas & heated pools must have covers (except solar heated). Noncommercial pools must have a pump timer. Gas spa & pool heaters must have minimum thermal efadency of 78 %. Heat pump pool heaters shall have a minimum COP of 4.0. 1V /A Hot Water Pipes N1112AB.5 Insulation is required for het water circulating systems (including heat recovery units). Water flow must be restricted to no more than 2.5 gallons per minute at 80 psig. 1. ice Shower Heads NI 112AB.2.4 HVAC Duct Construction, Insulation & Installation All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, Insulated and installed In accordance with the criteria of Section N1110AB. Ducts in attics must be Insulated to a minimum of R-8. R-8. v HVAC Controls NI107AB2 Separate readily accessible manual or automatic thermostat for each system. LJ APPENDIX 13=D * TABLE 118-1 13 -D.24 MINMUM REQUIREMENTS (See Note 1) All Climate Zones (1) Each component present In the As•Built home must meet or exceed each of the applicable performance criteria in order to comply with this code using this method; oth- erwise Method A compliance must be used. (2) Windows and doors qualifying as glazed fenestration areas must comply with both the maximum lFFactor and the maximum SHGC (Solar Heat Gain Coefficient) criteria and have a maximum total window area equal to or less than 16% of the conditioned floor area (CFA), otherwise Method A must be used for compliance. Exceptions: 1. Ad- ditions of 600 square feet (56 m or less may have maximum glass to CFA of 50 percent. 2. Renovations with new windows under z 2 foot overhang whose lower edge does not extend further than 8 feet from the overhang may have tinted glazing or double -pane clear glazing. Replacement skylights installed In renovations shall be double paned or single paned with a diffuser. (3) R- Values are for Insulation material only as applied In accordance with manufacturers' installation Instructions. For mass walls, the "interior of wall" requirement (R-6) must be met except if at least 50% of the R-4 Insulation value required for the "exterior of wall" is installed exterior of, or Integral to, the wall. (4) Attic knee walls shall be insulated to same level as ceilings and shall have a positive means of maintaining insulation In place. Such means may include rigid insulation board or air barrier sheet materials adequately fastened to the attic sides of knee wall framing materials. (5) For other electric storage volumes, minimum EF = 0.97 - (0.00132 * volume). (6) For other natural gas storage volumes, minimum EF = 0.67 - (0.0019 * volume). (7) For all conventional units with capacities greater than 30,000 Btu/hr For Small -Duct, High - Velocity units, Space Constrained units, and units with capacities less than 30,000 Btu/hr see Table 13- 607.AB.3.2A of the Florida Building Code, Building or Table N1107.AB.32A of the Florida Building Code, Residential (8) For all conventional units with capacities greater than 30,000 Btu/hc For Small -Duct, High - Velocity units, Space Constrained units, and units with capacities less than 30,000 Btu/hr see Table 13.607.AB.3.28 of the Florida Building Code, Building or Table N1107.AB.32B of the Florida Building Code, Residential (9) All ducts and air handlers shall be either located in conditioned space or tested by a Class 1 BERS rater to be "substantially" leak free. "Substantially leak free" shall mean distribution system air leakage to outdoors no greater than 3 cfm per 100 square feet of conditioned floor area at a pressure differential of 25 Pascal (0.10 in. wc.) across the entire air distribution system, including the manufacturer's air handler enclosure. Exception: New or replacement ducts installed onto an existing air distribution system as part of an addition or renovation. Such ducts shall either be insulated to R-6 or be installed In conditioned space. 10) The prohibition on electric resistance heat and the requirement for programmable thermostats do not apply to additions, renovations, and new heating systems installed In existing buildings. 2007 FLORIDA BUILDING CODE — BUILDING Breakers & Wire Max kW ® 220V/240V Available Voltage Max AMP 220V / 240V 60 Double Pole / 6 AWG Wire (2 -1 type, 2 hots + ground) 11.8kW 208V/220V 240V/277V 54 Flow Rate 1.0 GPM 1.5 GPM 2.0 GPM 2.5 GPM 3.0 GPM 3.5 GPM 4.0 GPktit Temp Rise 81° 54° 40° 32° 27° 23° 20° SCR2 N -120 Titan Tankless Water Heater, Tankless Water Heaters Tankless Water Heaters Product Search SCR2 N -120 Titan Tankless Water Heater All Products - Tankless Water Heaters Recommended Use Download Brochure Enerllevv Requirements '`` Brochure /Specifications Sheet Tankless Water Heaters I All Products I Why Tankless? I The competition I Resources I Warranty FAQ's I H aestio..n:a" a €l:?a SCR2 N -120 Titan Tankless Water Heater List Price: You Save: 16.07% Price: $235.00 Voltage* : 220/240v Quantity: 1 el Email a Friend si Price Match Ask a Question 10 Printable Pag Download Installation Man a The Titan SCR2 N -120 continually heats water instantaneously as you require it - a when you require it. The Titan unit completely replaces a conventional tank heater with no q disruption to your comfort and hot water needs. This unit is highly recommended in areas P with warm climates where the incoming water temperature is above 65° degrees Fahrenh " it.; • 1 -3 standard bathroom homes • For use in warmer weather areas where the ground water is above 70° F • This is a very popular and versatile model Temperature Rise Chart (° Fahrenheit) above your ambient temperatu Notes: GPM - Gallons per minute. Degrees ( ) Fahrenheit Values are approximate. Notes: Ratings above using standard 240 Volts. Higher voltage will increase power, just as lower voltage will have the reverse effect. When installing, check specifications on un t used. Voltage, amperage, breaker and wire size may vary depending on local electrical standards. Consult your local professional for guidance. Technical Specifications (Specs) Page 1 of 2 Products • Tankless Water Heaters • Shower Heads • Tankless Installation Accessories • Tankless Replacement F I FIelp Center • Why Go Tankless • Shower Heads Guide • Frequently Asked Quest • Order Status • Live Help (Chat Live) My Account w Cart --1 SCR2 N -120 Titan Tankless Water neater, i antctcss vv a«, J.,u►..1 i n Installation Manual Dimensions: 7"W x 10 "H x 2.75"D Weight: 8 Lbs Water Connections: 1/2" Water Pressure (Max): 150 psi Voltage: 220 / 240 Min. Flow Rate (Activation): 0.5 GPM Manufacturer's Warranty: 1 Year Electrical Components / 10 Years Water Components @2004-2008 Titan Tankless Water Heaters. Use of this website signifies your agreement to the Terms of Use. Privacy Policy. e MIAMI. BUILDING CODE COMPLIANCE OFFICE ( PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE Florida Window Systems, Corp. 7191 NW 77 Terrace Medley, FL 33166 SCOPE: This NOA is being issued under the appli materials. The documentation submitted and accepted by the Board of Rules and where allowed by the Authority Having J This NOA shall not he valid after the expo Division (In Miami Dade County) and/or to have this product or material tested perform in the accepted manner, the ma immediately revoke, modify, or suspend reserves the right to revoke this accep sr Division that this product or material fail This product is approved as described her Code, including the High Velocity Hurric DESCRIPTION: Series MS-300 Ain APPROVAL DOCUMENT: Drawing (L.M.I.) ", sheets 1 through 7 of 7, dated 1 Humayoun Farooq, P.E., bearing the Mia of Acceptance number and approval date MISSILE IMPACT RATING: Large LABELING: Each unit shall bear a pe following statement: "Miami -Dade Coun RENEWAL of this NOA shall be consi . no change in the applicable building code TERMINATION of this NOA will occ in the materials, use, and /or manufacture any product, for sales, advertising or any comply with any section of this NOA sha ADVERTISEMENT: The NOA number by the expiration date may be displayed i it shall be done in its entirety. INSPECTION: A copy of this entire N s, distributors and shall be available for ins+ This NOA consists of this page I and evi above. The submitted documentation was review CO) OA) ble rules and regulations governing the use of construction been reviewed by Miami -Dade County Product Control Division peals (BORA) to be used in Miami Dade County an:i other areas isdiction (AHJ). ation date stated below. The Miami -Dade County Product Control he AHJ (in areas other than Miami Dade County) reserve the right r quality assurance purposes. If this product or material fails to facturer will incur the expense of such testing and the AHJ may e use of such product or material within their jurisdiction. BORA ce, if it is determined by Miami -Dade County Product Control o meet the requirements of the applicable building code. in, and has been designed to comply with the Florida Building ne Zone. inum Horizontal. Sliding Window — L.M.I. . W07 -80, titled ` . S .. t t . Horiz Sliding Wdw. /15/07, prepared b d by re i -Dade County Pry "� . tr t ... Star It l l �� ttce y the Miami -Dade nd Small Missile nent label with the manu Product Control Approv ed after a renewal appli egatively affecting the performance of this pro uct. after the expiration date or if there has been a revision or change the product or process. Misuse of this NOA as an endorsement of her purposes shall automatically terminate this NOA. Failure to be cause for termination and removal of preceded by the words Miami -Dade Co tda r d ed advertising literature. If any portion of is +R;;•lay then shall be provided to the user by the ction at the job site at the request of t nce pages E-1 and E -2, as well as ap d by Manuel Perez, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.gov/buildingcode to and .i herein. ere has been NOA No. 07- 1025.09 Expiration Date: May 1, 2013 Approval Date: May 1, 2008 Page 1 Florida Window Systems, Corp. A. DRAWINGS 1 NOTICE OF ACC TANCE: EVIDENCE SUBMITTED 1. Manufacturer's die dra iings and sections. 2. Drawing No W07-80, S eets 1 through 7 of 7, titled "Series FWS-300 Alum. Horiz. Sliding Wdw. (L.M.I.)" dated 10/15/07, prepared by Al-Farooq Corporation, signed and sealed by Humayo Farooq, P.E. B. TESTS 1. Test reports on: 1) Larg 2) Cycl along with marked-up sliding window, prepare HETI-07-4417, dated 1 2. Test reports on: 1) Larg 2) Cycl', along with marked-up sliding window, preparei HETI-05-1944, dated 1 3. Test reports on: 1) Air I 16 2) Unik 3) Wate 4) Fore along with marked-up d sliding window, prepare HETI-05-1439, dated 1 C. CALCULATIONS I. Anchor verification calc prepared by Al-Farooq Faroaq, P.E. Complies with ASTM Missile Impact Test per FBC, TAS 201-94 Wind Pressure Loading per FBC, TAS 203-94 wings and installation diagram of an aluminum horizontal by Hurricane Engineering & Testing, Inc., Test Report N /13/07, signed and sealed by Candido F. Font, P.E. Missile Impact Test per FBC, TAS 201-94 Wind Pressure Loading per FBC, TAS 203-94 wings and installation diagram of an aluminum horizontal by Hurricane Engineering & Testing, Inc., Test Report No /13/07, signed and sealed by Candido F. Font, P.E. iltration Test, per FBC, TAS 202-94 Static Air Pressure Test, Loading per FBC TAS 202-94 Resistance Test, per FBC, TAS 202-94 Entry Test, per FBC 2411 3.2.1, TAS 202-94 wings and installation diagram of an aluminum horizontal by Hurricane Engineering & Testing, Inc., Test Report No. 13/07, signed and sealed by Candido F. Font, P.E. lations and structural analysis, complying with FBC-2004, •rporation, dated 10/17/07, signed and sealed by Humayoun 1300-02 D. QUALITY ASSURANCE 1. Miami Dade Building C e Compliance Office (BCCO). E - 1 o. Manuel erez, P Product Control Exam NOA No. 07-1025.09 Expiration Date: May I, 2013 Approval Date: May 1, 2008 Florida Window Systems, Corp. F. 1. 2. STATEMENTS G. OTHER 1. None. NOTICE OF ACC P TANCE: EVIDENCE SUBMIT I ED E. MATERIAL CERTIFICATI Notice of Acceptance N Clear or colored Inte Notice of Acceptance N Composites used for 1 NS . 06-0216.06 issued to Solutia Inc. for their "Saflex HIG yer" dated 05/04/06, expiring on 05/21/11. . 03-0415.13 issued to Solutia Inc. for their "Vanceva illation of glass" dated 12/11/03, expiring on 12/11/08. 1. Statement letter of conf4 ance, dated October 17, 2007, signed and sealed by Ilumayoun Farooq, P.E. 2. Statement letter of no fi i ncial interest, dated October 17, 2007, signed and sealed by Humayoun Farooq, E -2 Manuel Pere Product Control Ex NOA No. 07-1 9 Expiration Date: May 1, 2013 Approval Date: May 1, 2008 74" 111 1/4" ( AL-FAROOQ CORPORATION Ira 1 ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 57 AVE i' f ' MIAMI, FLORIDA 33174 cf L. (3061 2648190 FAX. (a0) 262-6970 WINDOW ?MTN .YI WINDOW WIDTH MAX. i3 1/2' tAAX XL i FALSE MUNTINS 6" MAX. HEAD /SILL -, CORNERS (SURFACE APPUE0) 6' MAX. I / MAV 8E USED HEAD /S1U. 1 E / CORNERS 1___._ "f--- L ea :.;� e :.. ... k .. t o g.. , ‘,‘"'s t • ,, , 1 ■ I , • II 4- d II b _. i.B 1 la Pg .t Hr SIRP/F ..I — ""i 'WA .Zil CI y ; I ; , _ -- --7. man (3a5) ao5-9424 .... -..srw w..rs +r ,:ti. w s .xa.uFU,�, a� :.rs ti v--`S i wa r�ax � +;sa :,.: . = - 33 1 / " ;i j.,.. 33 7/8" - .. ; ec ,.,aa ...;say s= ,;. -a: ..3 1 2 3 '.',. _.. :- .. -- _..` .zs 331/2 __ . ;... s�v - - - FLORIDA WINDOW 7191 N.W. 77 TERRA MEDLEY, FL. 33166 't I 5 TEL (305) 805 F 4 ...— D.L. 0P0. 37 1/8" } O.L OPG. �..a �� D.L. OPG.� i > OA- OP ' i 37 1/8" - - - r-'— — AENT O. L. DPG. 37 1/8" L, 1---- VENT WIDTH WITH VENT 4H5IH TYPICAL E,L VATIONS SERIES. FI(S -20Q A1LUMINUM HORIZONTAL SLIDING W N.DOW ouosep DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.S. /H.S. OR HORIZONTAL SLIDING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION 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 INCLUDING HIGH VELOCITY HURRICANE ZONE (MHZ). WOOD 8UCK5 BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS Il SHALL 8E AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. : THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT, ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS :SHUTTERS ARE NOT REQUIRED. ! FAADOD S FLA. Pei :9357 `�, C ..... —� --fi � ./� y OCT 1 ZO a' APPraam @�4g4s$wLb dA9 : Wlvgr4tulm .. vm,. J M _ Mud ` % ,i ... -.: �_ _ .; � ... __ APE N01 PART OF THIS APPROVAL. . A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. / MATERIALS INCLUDING RUT NOT LIMITED TO S TEEL /ME TAL SCREWS, T HAT COME IMO CONTACT WITH OTHER WSSIMRAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. C"'. ...._.:..__......— drowing no.' l W07 -80 'sheet j of 7 DESIGN LOAD CAPACITY SILICONE S(UCONE i' 00W CORNING 795 V 00W CORNING 795 , -- I/8' HEAT STREN'0 GLASS ., 1/8" HEAT STREW', GLASS , 1 \ \ .090 INTERIAYER \ t, .075 1NTER1AYER ' 1 `1 t,,} SAFLEX PVB BY SOLUTtA' , 1 `` 1 1 VANCEVA STORM COMPOSITE BY 50LUTW' • I/O' NEAT TRENT) GLASS , 1/8 HEAT STREW() GLASS ` WINDOW DIMS. A GLASS WITHOUT REINFORCING TYPE '8' WITH REINFORCING AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1135 S.W. 97 AVE MIAMI. FLORIDA 33174 TEL (305) 26440.00 FAX. k 30513E19979 HEAR naps MTH SHEAR CL9 S 9778 SHEAR ('LIPS WIDTH HEIGHT ,) INT.(' •) ; , NT.( - ) £%T.( +) INT,( -) 53- yr 26" (2) 68 7 68.7 I 75.0 75.0 R R 8888 1 75 0 75.0 6 7 66.7 66.7 I 75,0 15.0 101R' [0)0:0 Igg,g 1g171 148'2 ! 75.0 75.0 ' 38 -3/8' (3) 68.7 75.0 75.0 750 100.0 1 * tittl 68.7 75.0 :gig! • 75.0 75.0 75.0 10 iB 75.0 50 -5/8" (4) 75.0 75.0 100.0 80.0 100.0 86.7 75.0 75.0 - !811. 64.5 80.0 80.0 100.0 64.5 64.5 100.0 101.0 54.9 54.9 75.0 54.9 80.0 28 -'1/2" -> 37" 53' 74" a 63 . (5) 86.7 75.0 . 75.0 80.0 826 v 62.3 0.R.0 ?1?1? azps-goe (go4 iL t 62,3 62.3 750 4.82.3 47.2 47.2 750 8 47.2 47.2 °I , 38.2 38.2 70.1 38.2 38.2 as 24' 66.7 75.0 75.0 80.0 867 75.0 66.7 75.0 657 750 lgig 81 800 800 Li 68.7 75.0 "`^'tam£` "._ti. J_ri '+�. '�:- t' ,.L-A.# .. -. 4 m Q1" ,`..., - _ .j- 72 ... -...:. , . rte - . . ".3, .,v,,u':w.'c- .. g+a:%fc -. 80.0 w^ ,':',az was,':"- 100.0 80.0 - 100.0 ^5.. a'a ti_r'- &'"av�`k' _.- -0.tt�w. r -��'. ' \ '. 1 1 . l ' i ; AITTY OCC SRL3S If FLORIDA WINDOW 7191 N.W. 77 TERRACE MEDLEY, FL. 33166 TEL (305) 805-9420 FAX 6 66.7 75.0 66.7 75.0 1413 :s 36 (3) 4 86.7 75.0 66.7 75.0 80.0 100.0 80,0 100,0 100.0 4 ' ,` - il_ II - , 4 86.7 75.0 68.7 75.0 80.0 100.0 80.0 \!� I I fl • 68.7 75.0 68.7 75,0 100.0 80,0 100,0 100.0 100.0 66.7 75.0 66.7 75.0 _ �1tR1.0 80.0 J 8 1 tr!, I - R � 1 � ! `� I ? j_ _. 6 66.7 75.0 66.7 75.0 rw.v 88.9 80.0 J 24* 48 60" 72° a6 (47 4 66.7 75.0 68.7 75,0 60.0 100.0 80.0 100.0 4 68.7 75.0 66,7 75.0 80.0 90.8 80.0 100.0 GLASS TYPE 'A' GLASS TYPE '8' GLAZING OPTIQNS 66,7 74.4 66.7 75.0 74.4 74.4 80.0 100.0 Duos f . _ 65.6 85.6 68.7 75.0 65.6 85.6 80,0 100.0 6 81.0 81.0 66.7 75.0 81,0 61.0 80.0 100.0 24" 36" 48° 80' 72' - _° 4 68.7 75.0 657 75.0 80.0 95.5 80.0 100.0 68.7 87,7 66.7 75,0 67.7 -67.7. 80.0 100.0 L:11 54.2 68.7 75.0 54.2 54.2 80.0 100,0 455 48.5 68.7 75.0 46.5 46.5 80.0 100.0 41.8 68.7 75.0 41.8 41.8 80.0 100.0 ANCHORS PER HEA0 & SILL ( ) s N0. OF ANCHORS PER JAMB IL El um anvil :44 .4,1 ALL EXTERIOR( +) LOADS SHOWN ON THIS SHEET ARE I FOR 8 FOR WINDOWS WITH APPLIED RISER AT FRAME SILL STD. SILL (NO RISER) LIMIT EXTERIOR( +) LOADS TO 66.7 PSF SEE DETAIL ON SHEET 4. Ertg OR H6MAYHJJN 088000 STRUCTURES FlA PE 18557 C.A.N. 35 RpPra'tat s0.11MY+6E wish Ss I e egt - ,--, _ % (j(j Z Z0Q7 cue . • Ag - !!Y �'![ 4 G ...._._ NOTE: GLASS CAPACITIES ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5- DEC -219 81�et0 L 6 hi./...7.........! ,, drawing no. W07 -80 (sheet 2 of 7) 4 DESIGN LOAD CAPACITY - PSF (XOX SIZES)j DESIGN LOAD CAPAi ' >_ 077 13B4S. A GLASS TYPE 'A' WITHOUT REINFORCING GLASS TYPE B' WITH REINFORCING 39 DIMS. GLASB 61THOUT REINFORCING TYPE '8' WITH REINFORCING 9/0 SHEAR CLIPS 97r8 582414 cum SWEAR CLIPS WPM MBAR CUPS 31/0 SB$AR CLIPS TEAR CU 3 X2730 8867,8 CUPS WIDTH 18103-0 0 E1R.( +) 110.( -) ®lily f ® TNT.( -) WI0713 HETONT E XI.( +) WT,(-) EXT.( +) INT.( -) EXT.( +) INT.( -) EXT,(4) {NT.( -) 108-1/4° 26" (2) 4 ... 4.. 8 - 66.7 75.0 Ergi 760 80 0 1000 80.0 80.0 100.5 100.0 100.0 * 4 - -°'''''' 74' 106 -1/4" 111" 26" (2) 66.7 75.0 66,7 75.0 88.7 _ - 88.7 75.0 _ 75.0 86.7 75.0 86.7 76.0 66.7 75.0 66.7 75.0 100.0 80.0 86,7 75.0 86.7 75.0 t _ (3) 6 68.7 T5.0 88.7 75.0 75.0 100.0 77.5 100.0 ti 6' 86.7 88.7 75.0 75.0 66.7 75.0 64.7 1_75.0 88.7 75.0 8&7 700.0 75.0 100,0 66.7 75.0 88 5 106-1/4* 50 -5/8` (4) 68 7 - 1 67.8 86.7 68.7 75.0 - 754 75,0 r ( 4 75.0 80.0 100.0 55.8 55.8 55.8 1 55.8 54.9 54.9 66.0 68.0 54.9 54.9 63" (5) 47,4 47.4 66.7 75.0 47 4 47 4 80.0 100.0 n (5) 49.8 49.8 68.7 75.0 49.8 49.8 100.0 39,1 ■ 39.1 66.7 71,9 39.1 39.1 38.2 95,1 84" 96` 108' 24' (2) _754 , 75.0 68.7 66.7 75.0 -- 75.0 _ 38,2 38.2 70.1 38.2 92.8 72' 24 (2) 66.7 66.7 75.0 75.0 66.7 88.7 75.0 100,0 75.0 75.0 68.7 . 75.0 .,,,�..�_�...�.,....�.�_ 75.0 1000 66.7 75.0 88.7 86.7 75.0 66,7 75.0 300.0 72' 84' 98 108' 38" (3) 66.7 68,7 75.0 75.0 66.7 75,0 95.7 66.7 75.0 100.0 68.7 _ 88.7 : 75.0 92.6 72' 36" (3) 86.7 75.0 68.7 75.0 100.0 80.0 100.0 66.7 75,0 80.0 96.6 86.7 75.0 66.7 75.0 86.7_ 88.7 75.0 100 .0 80.0 100.0 98.7 75.0 86,7 75.0 75.0 92 0 80.0 100.0 * . 72 .. _ _ 7 a 867 72. -., 66.7 . 75.0 800 100 0 ' + ' �� , ;d : " ri .�, ' *' -. O rd 7 .:- :3 .. - (4) h� �s t A 1 + eC: x .:: � +, a�- � .- .:,��. sue. a 84' SW 48' (4) 96 7 74.4 86 68.0 6_6.7 88.7 74.4 74.4 80.0 100.0 9 61.5 81.5 88.7 75.0 800 100.0 88.0 68.0 80.0 100,0 80.0 100.0 80" (5) 7 51.7 51.7 66,7 I 75.0 80.0 100.0 ®� 9 63.7 63.7 61.5 81.0 66.7 83.7 63.7 108' 66.7 750 61.0 61.0 80.0 100.0 A = N0. OF ANCHORS PER HEAD & SILL ( ) = N0. OF ANCHORS PER JAMB 72' 84' 60" 54.2 66.7 I 75.0 54.2 54.2 80.0 100.0 80.0 100.0 48.7 44.7 _ 86.7 8 &7 75,0 _ 75.0 48.7 44.7 48.7 96' or (5) 44.7 80.0 100.0 80.0 1 100,0 41,8 41.8 66.7 75.0 41.8 41.8 ANCHORS PER HEAD & SILL ANCHORS PER JAMB j{ (1 /4W) (1/25) (1 /49) i' I 71 R61 J (1 /3W) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH t III OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH ALL EXTERIOR( +) LOADS SHOWN ON THIS SHEET ARE FOR WINDOWS WITH APPLIED RISER AT FRAME SILL FOR STD. SILL (NO RISER) L(M)T EXTERIOR( +) LOADS TO 66.7 PSF SEE DETAIL ON SHEET 4. Engr 08. NONAYUUN FARO00 STRUCTURES M PEI 18557 CA.N. 3536 OCT 9 200? R with Approved as tempty3Bffio P4mWe 041.38880414 DA3 NOTE: GLASS CAPACITIES ARE BASED ON ASTM E1300-02 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 P4ffi +SgsF E. sy I ( she 3 of 7 1 SEE ELEV. TYPICAL ANCHORS FOR SPACING `.., rtplcAL ANCHO , TYPICAL ANCHORS SEE ELEV. FOR S \ ,P. \ ' SEE ELEVS. FOR SPACING \ N. • 0 , TA..-FAROOQ CORPORATION ENGINEERS G PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 L TEL. (3053284-810o FAX. poto 252.6078 WOOD SiZit 'I ' I ./ ; • SHEAR CUPS • • 1 2 LONG AT ' METAL STRUCTURE ' ' • '' I / I itar MIAMI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA ?•1 .. , / ,' i .-, i ' ' (I . 1 I) ANCHOR LOCATIONS SEE slims 2& 2 FOR CAPACITY ■•••••-''', 1 ; A i '. .., .....) 1.11P1.7 0 1 X2I.I.°711V) • i 12 IMO 11 1 1111 "271111 ,,, f ' ..-B.A.-3jr4 --- [ 1 . i's-'•-• $ . .1 . \ TYPICAL ANCHORS ',, SEE ELEV. FOR SPACING -- TYPICAL ANCRORS: sa Eay. FOR SPACING 4/4" TAPCONS BY 1 ELCO' STEMS 81)5-0424 : WOOD BUCKS AND METAL STRUCTURE NOT BY FLORIDA WDW. SYS. ! INTO 2BY WOOD BUCKS OR WOOD STRUCTURES ' MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM i 1-3/8" MIN. PENETRATION INTO WOOD ; AND TRANSFER THEM TO THE BUILDING STRUCTURE. . " THRU 1 BY BUCKS INTO CONC. OR MASONRY II GI DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN EMBED INTO CONC. OR MASONRY .- .. • i.• 0 :', 1. Mr. FRERES PAS-300 ALUM HORIZ. FLORIDA WINDOW 7191 N.W. 77 TERRACE MEDLEY, FL. 33166 TEL, (395) 806-9420 FAX 4 , I , rL-47-; ' . lite 'Z' W INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) SMS OR SFI F OR111ING SCREWS I 1/16" X 1 RISER ADHERED TO SILL-, WITH SIUCONE . .012 INTO DADE COUNTY APPROVED MUWONS (MIN. THK. = _0301 (NO SHIM SPACE) IAVIsit. Zir—,{4,/farlEigsrgia INTO CONCRETE AND MASONRY = 1-5/8" MIN. INTO WOOD STRUCTURE = 1 MIN. INTO METAL STRUCTURE = 3/4 MIN. ,$F,ALANT: I I 1 MIMI , w ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 11 SEALANT. .14 d , 4,.. I "' i 1YEEPIIDLE.S.; . N. WEEPHOLES AT 5" FROM ' g EACH END INIIIIIIII NII _ , --N k 1 Ilirill .';,.....311 '":- - - , Z iirowing W07-80 - ' . ric;.) • k li i gingailigallir 1 .' --2. Ertgo DR. HUMAYOUN w00° STRUCTURES PE # 18557 CAM. 3538 APMP WIRMAA PEW. Cede . - • oVANNVZ-iterf 1 ' A . , I PO X 3/4 EH SRS Px x 1 -1/2" PH SMS / 1-2 VER cup 2 PER eue RE1Nr. WOWS. ONLY) . RENF. WD1VS. ONLY) REINFORCED SILL INSERT AM& SEE ELEV. FOR SPACING SEE SHEETS 2 & 3 FOR CAPACiTY OCT 1 9 2007 3/16" MAX. SHIL4 VENT WIDTH /4 M TH I " AX. /4 1 1 iiE - 1 - 13 *9 —. - —.•.4 TYPICAL ANCHORS SEE ELEV -ry FOR SPACING \ , ' METAL _ '' STRUCTURE 2,.., 1 , :C) I il 3 li , --- IL „0,-, p , ..1 ( D) /, -, , 1 E , —1 111 •-_-___ TYPICAL ANCHORS '......, SEE ELEV. FOR SPACING 1 1 — - If p ; 1 11 T211 -0 'tli PaREMEMINEW I ' P . SMS ENDS 7 ...., - SCREF_N OPT 11 ■,2.1., ■•• Li) EXTERIOR , . ...... - - . 111 M 1,.. i 3 WOOD BUCKS , . #10 x I. IE. - AT 3' FROki MI WINDOW WIDTH 1 AND 0° or.. MAX XO_LOOV-T OX OPPOSITE 3/1e MAX T4. 1-- TN ,,, 1 X 2 X 1,,fte ../ ALUM TUBE VATH PLUG BILNEDIKED_ MTG. STILES I /4" SHIM .35, - 2 ........ SEE SHEETS 2 & ,3 FOR CAPACF _ AO. , RS -...,,,,,. ,,,,, - 423 ..,.1.1 ,, - . -- ....1.... - .... ,--..... tr) , \ ...PE', , t....,32., ---,sr,......--.37...E.,,, ,...:-...., _7,-...,,.......,-.2, VENT WIDTH ,,,, 1: TYPICAL ANCHORS SEE ELEV , # FOR spAzNG \ fr.___._ , ,, - : .. STRUCTURE , i - D ,- ,r, c -,.... 1 (....e) _, OPTIONAL TO SPRING LATCH / . __. \ , T losimaismiE D ginkomffew ! ' - s „,. I i - Ltoril _ ,, ......„., , - •-•.-SCREEN OPT.' I 21 .... ...„._r..,.. ..... WOOD BUC g 000 STRUCTUI4 lit EXTERIOR WINDOW ■ t ' I- --I 5 WIDTH - 1 ' , , . h I I I I ......, I 1 1 1-,...., ..... MAR-DADE XOX LAYOUT GOUN1Y APPROVED MULLTON .., SEE SEPARATE NOA \ \ i r TYPICAL ANCHORS SE ELEV FOR SPACING II WiliSISIERSWIE I e o g , , -:-... , g - tb ' 1_ tVi 1 .WHORWIRFAMWSW IL___! teen OR. HUMAYOUN EPROM STRUCTURES FLA. PE # 16857 Air. peeve e , w,_eleat with etre , .._ • • • h 1 AV . le .1"IMI 10 ' - - -.--Welk CT 1 92007 Liti W07-80 viniDow yirom — isne 50f 7j ,37-eeree-V3=ita ,--- 1 - 3 --- - 1.250 1.875 . / 2.695 - — 1 .062 1.031 - .062 414 1.250 —_i t RAIL . ITEM PART # , QUANTITY OVIC8IPTION 1 MATERIAL f MANF./SUPPLIER/REMARKS 1 - AL-FAROOQ CORPORATION ENOINEERS & PRODUCT DEVELOPMENT !. 1238 S.W. 87 AVE MIAMI, FLORIDA 33174 ,epa ;`TEL (30812943100 FAX. 1308) 282.9996 1 ,) - - 1 1 FWS -022 1 , FRAME HEAD 8063-75 , - - - 2 MS -026 I FRAME SILL 8063-75 - i - 6083-TS t- 3 FWS-019 1 Fit 4.4E JAMB VENT ,-.• 1.250 ..-■ (7) VENT TOP/BOTTOM 4 FWS - 5 FWS -025 1 FRAME JAMB FIX. 6063-15 . - I/ VENT --"' RXED 1/ VENT 2/ VENT RAIL -..-- 6063-25 . .- .. - ■ 1 6 r 061S-024 VENT MECING RAIL 6063-T6 - 7 PAS-016 T AND BOTTOM RAIL 6063-T5 - H.. 1.2511 - r...1.) FRAME HEAD a _ FWS -023 1/ STILE 6063-T5 I - — - .082 - I 1.813 I I 9 ___. 10 FWS -029 ____. FW5-5154 AS RECD. 3 GLAZING BEAD 8" LONG SILL TRACK INSERT 6063 -16 - - AT EIXE0 RAILS ONLY r 1.188 . 1.383- -,-i t 11 .__ - ' - - " 6200. . NG SHEAR CLIP 2 LO 8063-T6 AT *82 1404 HOR LO CATIONS . - 12 12A 13 a 8 - _ 14-6010 2/ VENT VENT LATCH 606.3-T6 AT 10-1/2 " FROM ENDS 1.250 2/ VENT 1/ LATCH CAM TYPE SWEEP LOCK ZAMA K AT 13 -7/8 - FROM ENDS VENT LATCH SPRING St - , 625 3037 1,756 1 I -..... .062 2.2S0 14 RH-2500 2/ VENT ROLLER HOUSING & 021352 PLASTIC Wald PLASTICS 17 FWS -075 AS 6250. BAFFLE 1" NYLON CRS - CRS 66834 PLASTICS °N. SMS PH. SMS 1.2 50 .., . 6253- ''1.1 AMB STILE 18 #8 X 1-1/4 AS REM ERAME,/VENT ASSEMBLY SCREWS 19 -_-- 20 #8 X 3 2/ VENT -171S REDD. FIX. RAIL SRI scRews Nu. END) I 4148 -408 (4 I _j ,� sra GLAZING GASKET VINYL - 21 2-205 ; AS REGD. BLAB 51629349460 FLEX PVC - . 082 " ' ' • 1 i , ., t I - 3. ■ I 22 5123211140 AS REOD. WOOLP1LE W'STRIPPING ULTRAFAB OR MEV. 25 - 1/ VENT 6/16" SOX SCREEN - forma_ --..grr.e.....,,r.,z,,,..-Ie.,.,----...--f-=AK.-.N...iad.,....Va.r....°-a-..-, 3. ....7.1.4,...6.... ........r...-- ,,,,,,,,,,,,,, ,,,,,•••.,,,,,,,,, - •5,,,,,.... - ,,,,,,,,,,s. (.... FRAME SILL , ,,,,,,S . ,..,a,.?1,1114.,' 1.062 i .--,,,,,:,.. ,, 1.875 2 FLORIDA WINDOW ; I, 7191 N.W. 77 TERRACE !, MEDLEY, FL. 33166 'f TEL. (305) 805 -9420 FAX. I 0.. 1 -.- 1.160 — MEETING RAIL 11 5461 TRACK 11 1.540 T 0851 , .062 4-- r - " - _ - -- uo {- 39acTCi i ..- 1.4 38 1 1.250 RAIL .250 .0,52 r i SHEAR CLIP .911 -1 1 , - (s) FIXED MTG. 1 1 6 4 () VENT LATCH 1 i 1,-- — - , 1 .062 ■ . , I 1 250 2.769 • L 0) FRAME JAMB , 1.260 i (VENT) Ina :3 . i ri . * § '1 1 liti 1 '. I .050 -41, .419 2.769 Engel DR. RUMAYOUR FISR006 STRUCTURES ri t:j. c5'388557 OCT 1 9 200? Approved ug mropo.rims al* 6,terida ERidIstg C .=.,. , T ---- r C?..) GLAZING I BEAD LL -- 1 (Po) , AftWillgii" (4) FRAME JAMB ' 9 cfnavang no. ( W07-80 Ca h EI OF '7 j ' ,..2-- ,,,..-... •-•-' ... 1 . 1 i 1 • •‹, i ,,, , •-• .,,,■• ..- • ..- , • - FRAME TOP CORNER . 1,-- ..4. ..• ..-- r.f AL -F * CORPORATION1 ENGINEERS & PRODUCT DEVELOPMENT f' 1238 SAN. 87 AVE MIAMI, FLORIDA 33174 1' . el TEL (30E) 484 - 8300 FAR. (308) 28245978 j',.. .. , (ry i) 'A1(1M mai _.. • iLbS -0013 (0OC SIB VENT TOP /80)TOM CORNERS - --ww --,-..----,--- - ,--3,..wwww, ---- - -www,,,,,- _ —,.-- 0140” i' 1! I P • -..' - .....,:-..-,, . ,•,,,..-,.-- t.?••,:,1 - „-- ' 1 „ ,..... _--,.,-- „,,, ....,....,-.....w-...2.,...w.-..,_- _ , 0 _ .._..._ 11 FLORIDA WINDOW ) 1 I : r TEED L EY, FL. 33 6� i 1� . .... UUI GO�,. • er 1 7 drawing W07-80 1 _.. ' .. — 1 L e I no. . ..k , i. 0,..sy• . IfUlliPtliti MOW - STRUCTURES PIA. PE U.18557 C.A.N. 3538 . /°-,*--.174------ OCT 1 0 2007 Appal ifs na watt the D1e . ' • 41 Ili ERAMEFM2MCDENEE BXELLMIIHASCSIBMS i 0 , 0 Citlie 07 7) • MIAMFDiADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) www.buildingcodeontine.com Sunshine Windows Manufacturing, Inc. 1745 W 33r Place Hialeah, FL 33012 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner. the manufacturer will incur the expense of such testing and the AHJ may immediately revoke. modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No.SW -01 -07 titled "Aluminum Tube Mullion," sheets 1 through 7 of 7, dated 09/30/05, prepared by manufacturer, signed and sealed by Francisco Hernandez. P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been ,a tt . el no change in the applicable building code negatively affecting the performance of TERMINATION of this NOA will occur after the expiration date or if there has ist or age in the materials, use and/or manufacture of the product or process. Misuse of this n M;u�or, nt of any product, for sales, advertising or any other purposes shall automatically to ,�'�te „a ure to comply with any section of this NOA shall be cause for termination and rem ADVERTISEMENT: The NOA number preceded by the words Miami �� 't�' '' 'd E • nd is followed by the expiration date may be displayed in advertising literature. 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 Buirdirg Official. This NOA renews NOA # 01- 1226.14 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. 1 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No 06-0214.02 Expiration Date: January 25, 2012 Approval Date: February 22, 2007 Page 1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No SW- 01 -07, Sheets 1 through 7 of 7, titled "Aluminum Tube Mullion ", dated 09/30/05, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E. B. TESTS 1. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94. 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94. Along with marked -up drawings and installation diagram of Aluminum Single Hung Windows Mulled Together, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL -2680, dated 06/29/00, signed and sealed by Aldo P. Gonzalez, P.E. (Submitted Under NOA 01- 1226.14) C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by manufacturer, dated 09/30/05 and revised on 01/15/07, signed and sealed by Francisco Hernandez, P.E. 2. Anchor Calculations and structural analysis, prepared by manufacturer, dated 02/29/00 signed and sealed by Francisco Hernandez, P.E. (Submitted Under NOA 01- 1226.14) D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance. dated January 15, 2007, signed and sealed by Francisco Hernandez, P.E. 2. Statement letter of no financial interest, dated January 15, 2007, signed and sealed Francisco Hernandez, P.E. G. OTHER 1. Notice of Acceptance No. 01- 1226.14, issued to Sunshine Windows Manufacturing, Inc. for their Aluminum Tube Mullion, approved on 01/31/02 and expiring on 01/25/07. 2 E -1 Manuel "erez, P.E. Product Control Di NOA No 06-0 Expiration Date: January 25, 2012 Approval Date: February 22, 2007 VERTICAL PROCEDURE FOR MULLION SELECTION 1. DETERMINE DESIGN PRESSURE BY COMPUTING THE WIND LOAD IN PSF ON MULLION AS PER FLORIDA BUILDING CODE. 2. USE TABLES ON SHEETS No.2 AND 3 TO DETERMINE THE MULLION SIZE REOUIRED TO ACHIEVE THE DESIGN PRESSURE. GLAZING UNIT. SEE NOTE 1 OF GENERAL NOTES 3. USE TABLES ON SHEET No. 4 TO DETERMINE THE TYPE OF CONNECTION BETWEEN MULLION AND STRUCTURE REQUIRED TO ACHIEVE THE DESIGN PRESSURE. 1/8" VERTICAL MULLION APPLICATIONS GENERAL NOTES: O HORIZONTAL 1. MULLIONS SHALL BE USED ALONG WITH MIAMI DADE APPROVED GLAZING UNITS. 2. TUBE MATERIAL SHALL BE ALUMINUM ALLOY 6063 -T5. PRt1U■C E REVISED ae+omptyh MUh me Flarkia A ` seNo•• -o l4 o2 Ea, rodeo Dee rAY. .Mre Dg' / /. • ' ,:.::: �.:.;.. Mottle! Cam! 0 GLAZING UNIT. SEE NOTE 1 OF GENERAL NOTES 2" THRU 6" 3. FOR DETAILS OF ATTACHMENT BETWEEN MULLION AND STRUCTURE REFER TO SHEETS No.5 AND 6 OF THIS PRODUCT APPROVAL. 4. DESIGN PRESSURES SHOWN ON GRAPHS ARE BASED ONLY ON TUBE STRENGTH. NO CONTRIBUTION OF ATTACHED GLAZING UNITS ARE CONSIDERED. 12 Sunshine Windows Manufacturing, Inc. 1746 W. 33rd Plana Hialeah, Florida 33012 Ph: 305 4 -8962 Faa:305 38 8 -6118 z O s RF Dote: 9 -30 -05 Saela: 1/2"=1" Revision: Revlelom DRAWING No: SW — 07 SHEET 1 OF 7 TUBE SPAN D DESIGN • TUBE SPAN TRIBUTARY WIDTH P DESIGN R I 04 90 73.65 44.10 90 90 - -73.65 50.40 80 82.86 58.80 80 25.74 70.56 70 94.69 88.19 70 29,42 117.59 50 63 50 110.47 176.39 84.00 60 34.32 - 50 132.57 - 50 41.18 - 40 165.71 25.6 40 51.48 30.73 . 10 220.95 38.42 30 68.64 51.22 20 331.42 76.84 1X2 20 102.95 - 90 60.20 BO - 90 - 70 - 80 67.73 60 - 60 - 50 70 77 40 40 26.39 70 - 30 56.00 60 90. 20 95.00 60 - 90 - 50 106.36 80 - 50 27.59 70 - 40 135 .45 60 40 34,49 50 - 30 180.61 40 - 30 45.98 30 2639 20 270.91 20 3 9 9 20 68.97 1 X 4 1 X 4 90 47.57 90 - 80 53.51 80 - 70 81.16 70 - 60 71.35 60 - 63.00 50 85.62 50 10800 50 - 40 107,03 40 - 30 142.70 30 32.29 20 214.05 20 48.44 90 33.13 - 80 3727 70 42.59 - � 74 25 60 49.69 -- 50 59.63 40 74.5 -- 30 99.38 - 20 149.07 - TUBE SPAN TRIBUTARY III DESIGN PIS TUBE SPAN TRIBUTARY WIDTH DESIGN 1 N S } URE (' - 90 79.81 44.10 90 70 50.40 BO 89.79 58.80 80 - 70.56 70 102.61 88.19 70 30 117.59 38.38 60 119.71 176.39 74:25 60 - - 50 143.66 - 50 27.84 - 40 179.57 25.6 40 34.81 30.73 30 239.43 38.42 30 46.41 51.22 20 359.14 76.84 1X2 20 69.61 - 90 45.86 BO - 90 - 70 - 80 51.59 60 - 90 - 50 70 58.96 40 26.39 70 - 30 50.63 60 66.79 20 $4 0 60 - 90 - 50 82.55 80 - 50 - 70 - 40 10119 60 40 - 50 - 30 137.58 40 - 30 32.05 30 2639 20 206.38 20 3 9 9 20 48.08 1X3 1X3 90 36.06 90 - BO 40.56 80 - 70 46.36 70 - 60 54.09 60 - 55.00 90.00 50 64.90 50 - 40 81.13 40 - 30 108.17 30 - 20 162.26 20 32.21 90 25.32 80 28.49 70 32.56 63.00 60 37.99 50 45 .58 40 56.98 30 75.97 20 113.9 TUBE SPAN TRIBUTARY T DESIGN PPRESSURE X39 3 9 9..20 90 80 44.10 70 50.40 38.38 60 58.80 50 70.56 40 88.19 30 117.59 20 176.39 90 - 99 - 70 - 60 25.6 50 30.73 40 38.42 30 51.22 20 76.84 1X2 90 - BO - 70 - 60 - 56.0 50 40 26.39 30 37.86 20 58.78 90 - 80 - 70 - 810 60 50 - 40 - 30 2639 20 3 9 9 GLAZING PRODUCT GIAZ1NG PRODUCT GLAZING PRODUCT NOTE: IMERPOVTE FOR INTERMEDIATE YAMS OF SPAN AND/OR TRIBUTARY WIDTH TO DETERMINE DESIGN PRESSURES. HORIZONTAL MULLION VERTICAL MUWON MULLION SPAN TRIBUTARY W@TH= W1 + W7 2 HOR1jQNL4 -I ttl al GLAZING PRODUCT GLAZING PRODUCT 81 [ -VERTICAL MULLION l 71813141AR( WIDTH= W1 + 82 2 AglreLgaLKIN 82 -�i 118901100 ' REVISED Dm complying with 454 Raids &Maim Coda Aimee Re PA . `'Ie rs8o Dam !,8!,W�1 • ,.,.,. ,,- PeeOaseC¢sP1m FRANCISCO HERNANDEZ FUIRIOA PE Y 81393 Sunshine Windows Manufacturing, Inc. 1745 8. Mid Pace Hini466. 5adffo 33012 Ph. (305384 -9952 Fox:(30 28 - 5118 0oo RF note: 9 -30 -05 scab: NTS Wean: ReHean: DRAWING N0, SW -0 -07 SHEET 2 OF 7 TUBE SPAN IRIBUARY 07 DESIGN PRESSURE 195.330 TUBE SPAN TRIBUTARY L DESIGN P RE 91 90 107.49 90 32.43 BO 107.22 80 36.48 70 122.53 70 41.70 63.00 60 142.96 108.00 60 48.64 50 171.55 50 58.37 40 21443 45 72.97 30 785.91 30 97.29 20 428.87 20 145.93 90 68.61 90 26.27 80 77.19 80 29.55 70 88.21 70 33.77 56.00 60 102.92 96.90 60 39.40 7425 50 120.00 % 123.50 50 47.28 40 197.69 40 154.38 40 59.10 30 205.83 30 78.80 20 308.75 2 %4 20 118.21 2 % 6 2 % 6 90 90 53.61 90 80 78.10 BO 60.31 80 - 70 68.92 70 - 84.00 00 80.41 132.00 60 32.56 108.00 50 96.49 50 39.08 40 120.62 40 48.85 30 18062 30 65.13 20 241.24 20 97.89 90 41.04 90 - 80 46.17 80 - 70 52.77 74.25 70 - 120.00 60 01.57 80 27.36 96.00 550 73.86 141.68 50 32.84 40 92.35 40 41.04 30 123.13 30 54.73 20 184.70 20 82.09 TUBE SPAN TRIBUTAR4 HMI 0ES9N ?R S TUBE SPAN T198UTARY 0 4 DESIGN PRE ( 33 .3 .39 90 107.49 90 80 12033 80 37.56 70 138.20 70 42.93 50.63 60 181.23 84.00 60 50.06 581 199.48 50 60.10 40 241.85 40 75.13 30 322.47 30 100.17 20 483.70 20 150.26 90 67.86 90 - 80 98.85 80 25.16 70 112.97 70 28.76 56.00 131.79 96.90 60 33.55 50 158.15 50 40.26 40 197.69 40 50.33 30 263.59 30 67.11 20 395.38 20 100.66 2 %4 2 %4 90 69.42 90 - 80 78.10 80 - 70 89.26 70 - 60 104.13 60 - 63.00 50 124.96 108.00 50 28.28 40 15610 40 35.35 30 208.27 30 47.13 20 312.40 20 70.70 90 48.35 90 - 80 54.39 80 - 70 62.16 70 - 74.25 72.52 120.00 0 - 50 87.02 50 - 40 108.78 40 25.77 30 145.04 30 34.36 ZO 217.56 20 51.54 NOTE: INTERPOLATE FOR INTERMEDIATE VALUES OF 5PAN AND /OR TRIBUTARY 9141TN TO DETERMINE DESIGN PRESSURES, HORIZONTAL MULLION VERTICAL MUWON MULLION SPAN TRIBUTARY 510TH = _ W1 + 82 2 f'Rf20UCB 63RV&9E9 a9 e9mpg941MI5 east 989+918 EMAthmi Cede lecarptezmaIlm Vete TRIBUTARY WIDTH= 791 + w2 2 YERIPLABILLO K(1,iny. „ , r PFadme7 C 12 p -/5 '1 FRANOIS9O K6/4490 Z FI.ORIDA PE 0 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Plow FUNFAI6. Flerido 33012 Ph: (3053384 -9982 Fot:(3057828 -5118 s RF orate: 9 -30 -05 Soae: NTS Redelon: DRAWING N0. SW - 0 1 -07 SHEET 3 OF 7 TypEE R SPAN H PR tE .• Arat SPAN TRIBUTARY 91 1N7 UN/ 85 98.52 85 46.18 70 119.63 70 5608 50.63 74.E 60 139.57 50 78.51 10 0 0 0 48 174.48 40 98.13 85 87.50 22 178.42 70 106.25 85 41.58 57.00 60 123.96 30 13987 70 50.47 50 148.75 120.00 50 70.66 A &5 A & 0 42 177.98 57 85.24 40 88.32 85 79.17 50 30 117.76 20 65 103.53 57.00 30 20 176,64 63.00 50 134.58 20 78 41.17 105.00 25 8,C & E 38 177.08 70 45.88 20 98.13 B4O & E 40 84.11 85 69.27 50 64.23 63.00 70 84.11 132.00 40 8029 72.00 50 117.76 30 107.05 33 178.42 20 160.58 85 59.37 73 40.33 70 72,10 60 49.07 84.00 50 100.94 50 58,86 29 174.03 144.00 40 73.60 85 51.95 30 98,13 70 63.09 20 147.20 96.00 50 88.32 40 110.40 25 176,64 ANCHOR irPc SPAN TRIBUTARY T (79) ° DESIGN ( li s ANra R TYPE S°AN TRIBUTARY IN) PR (6V) 85 64.98 43 68.61 60 92.05 40 71.61 38.38 74.E 40 13807 30 95.48 20 278,14 20 143.22 65 64.42 39 64.70 50 83.74 30 84.11 5863 84.00 30 13987 20 126.17 20 209.35 34 64.94 A &5 A & 0 57 85.24 30 73.60 9800 50 74.37 20 110.40 57.00 30 123.96 30 65,42 20 185.94 105.00 25 78.51 52 64.70 20 98.13 40 84.11 63.00 30 112.15 20 188.23 PROD= GLAZiNG GLAZING PRODUCT GLAZING PRODUCT NOTE: INTERPOLATE FOR INTERMEDIATE VALUES OF SPAN AND /OR TRIBUTARY WIDTH TO DETERMINE DESIGN PRESSURES, HORIZONTAL MULLION - . VERTICAL MULLION PAOLV, P.17,1:: 71 i. ei0c1• l',2 Mill: Ilse e"rotod11 Aee 1•40 1 - 'D ' 1 rasa 12.1,W+ OM MULUON SPAN TRIBUTARY WIDTH= W1 + 1.12 2 A .MBINITILMILLECiti TRIBUTARY YBDTH= IV + 112 2 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place 961e0h. Florida 33012 Ph: 309 4 -9952 Faz: 30928 -9118 Gt3 pl 10 F 0 3 y qk UM Vl�'s gmtV Oa. er RF Date: 9 -30 -05 Sea e: NTS RevlsWw. COMM 110. SW-01 - 07 SHEET 4 OF 7 • CO 2 X 2" X 1/8" ALUM. ANGLE 14 S.M.S. (2) EA. ANGLE 1" X 3' ALUM. TUBE -- 2" X 2' x 1/8--- GIE ALUM. 2 5/8 °LONG 114 S.M.S. (2) EA ANGLE 1/2 ANCHOR TYPE "A" DETAIL OF ATTACHMENT TO PRECAST SILL 1' BY OR 2" BY W00D BY OTHERS - 1 14 S.M.S. 1 1/2' MIN. EMBEDMENT INTO WOOD OR 1/4" TAPCONS 1 1/4" MIN EMBEDMENT INTO CONCRETE, (1) PFR ANGLE 1' BY OR 2" BY WOOD BY OTHERS 14 5.045. 2) EA ANGLE ALUM. ANGLE — 1/4" TAPCONS 2" MIN. EMBEDMENT INTO CONCRETE 1 "X3 ", 1 "X 4", . 2' X 4" OR 2' X 8"ALUM. TUBE LO m # 14 S.M.S. 1 1/2" MIN. EMBEDMENT INTO WOOD OR 1/4" TAPCONS 1 1/4" MIN. EMBEDMENT RdTO ( 0NCRETE, (1) PER ANGLE NOTE ** PROVIDE 2 1/2" MIN. DISTANCE TO EDGE OF CONCRETE IN ANY DIRECTION 2" X 2' x1/8 ALUM. ANGLE 14 S.M.S. (2) EA. ANGLE ! 2" x 2" X 1/8" ALUM. ANGLE 2 5/8" LONG FOR 3' MULLION .. 3 5/8" LONG FOR 4' MULLION 5 5/8 LONG FOR 8' MULLION 14 S.M.S. (2) EA ANGLE — 1/2" ANCHOR TYPE "B" 1 1/2" NOTE: 1- MULLION CONNECTIONS SHOWN ON THIS SHEET ARE APPLICABLE TO VERTICAL OR HORIZONTAL MULLIONS. 2- WOOD BUCK BY OTHERS MUST BE PROPERLY ANCHORED TO TRANSFER LOAD TO THE STRUCTURE AND TO BE RENEWED BY BUILDING OFFICIAL d rl' "BYwool) BY OTHERS 1 14 5.04,5. 1 1/2" MW. EMBEDMENT - - -- INTO WOOD OR 1/4' TAPCONS 1 1/4" MRJ, EMBEDMENT 17110 CONCRETE. (2) PER /NMI 1" BY OR 2' BY WOOD BY OTHERS w 1 I4 S.M.S. 1 1/2 MIN. EMBEDMENT INTO W001) OR 1/4" TAPCONS 1 1/4° MIN. EMBEDMENT 8430 CONCRETE, (2) PER ANGLE 2" X 2" X 1/8" ALUM. ANGLE 114 SAtS.— (3) EA ANGLE I "X4 ",2 "X4' 0R 2' x 6' ALUM. TUBE ANCHOR TYPE "C" r 2" X. 2" X 1/8' ALUM. ANGLE -- 3 5/8" LONG FOR 4' MULLION 5 5/8" LONG FOR 6 MULLION CO - -- 1' BY OR 2" BY WOOD BY OTHERS - - -1/4" TAPCONS 1 1/4" MN. EMBEDMENT WO CONCRETE, (2) PER ANGLE 1 1 1 1/2" Pe 114 S.M.S. - (3) EA. ANGLE 1/2" PDY1DUCT WS:NCSFD m anaRl'1NL with 408 i aridn WIN= Cede /4441,24444 Nal , nD8m mr4- t 1/4" TAPCONS 1 1/4 MIN. —' EMBEDMENT INTO CONCRETE, (2) PER ANGLE / fF �9 FRA414200 HERNANDEZ FLORIDA PE 1 51393 Sunshine Windows Manufacturing, Inc. 1744 W. 33rd voce Hlalea4. Foraga 33012 Ph: 005)384-0952 4, (305 28 -5118 Sol 0. g c iwAki � ct 0 a1 8: RF Date' 9 -30 -05 scale: 1 R1WSbn: Reason: DRAWO4G No SW-01 -07 SHEET 5 OF 7 ANCHOR TYPE "A" ALUM. "V' CUP. 1' X2' OR 1" X 3' ALUM. TUBE ALUM. V' cup -- - - -- - -- 1 5/8" LONG FOR 2' MUWON 2 5/8" LONG FOR 3' MUWON J MULLION a 4 .1 1'BYOR2'BYWOOD 6 By OTHERS DETAIL OF ATTACI1'IENT TO PRECAST SILL - # 14 S,M.S. 1 1/4' MIN. EMBEDMENT INTO W000 OR 1/4" TAPCONS 1 1/4' MIN. EMBEDMENT INTO CONCRETE, (1) PER LEG #'14 S.M.S. 1 1/4' MIN. EMBEDMENT " INTO WOOD OR 1/4' TAPCONS 1 1/4' MIN. EMBEDMENT INTO CONCRETE, (1) PER LEG 6 1" BY OR 2' BY WOOD BY OTHERS ALUM. CLIP 1/4' TAPCONS 2' MRT. EMBEDMENT INTO CONCRETE ALUM. ' ' CUP << 1 "X3'.I'X4" 2' X 4 OR 2' 3 E' ALUM. TUBE ALUMINUM V" CLIP 2 5/8° LONG FOR 3 MULLION - 3 5/8' LONG FOR 4" MULLION 5 5/8' LONG FOR 6" MULLION NOTE .k *e PROVIDE 2 1/2" MIN. DISTANCE TO EDGE OF CONCRETE IN ANY DIRECTION ANCHOR TYPE "B" ANCHOR TYPE "C" -- 1" BY OR 2' BY WOOD A BY OTHERS - -- R 14 S.M.S. 1 1/4' MIN. EMBEDMENT INTO WOOD OR 1/4' TAPCONS 1 1/4' MIN EMBEDMENT INTO CONCRETE, (2) PER LEG - 1' BY OR 2 BY WOOD BY OTHERS 4 NOTE: 1- MUWON CONNECTIONS SHOWN ON 11-6 SHEET ARE APPLICABLE TO VERTICA. OR HORIZONTAL MULLIONS. 2- 9000 BUCK BY OTHERS MUST BE PROPERLY ARCNARED TO TRANSFER LOAD TO THE STRUCTURE AND TO BE REVIEWED BY BUILDING OFFICIAL — g 14 S.M.S. 1 1/4' MIN. EMBEDMENT INTO WOOD OR 1/4' TAPCONS 1 1/4' MR4. EMBEDMENT 141!0 CONCRETE, (2) PER LEG ALUM. CLIP 1 "X4', 2 ° X 4' - OR 2" X 6' ALUM. TUBE ALUMINUM "V' CUP 3 5/8' LONG FOR 4' MUWON - 5 5 /8" LONG FOR 6" MULLION ES OP, -.6: PRODUCT GMLIED rcv comploma1tA ea PPM& 4A4341o;{Cmo AacR1:tto fle ztIon 13611 Ll, 5 ; ny..1 7 . h. , PAxtenC - - -- 1' BY OR 2' BY WOOD Q BY OTHERS n J 1/4" TAPCONS 1 1/4" MIN. EMBEDMENT INTO CONCRETE, (2) PER LEG ce 1/4' TAPC0N5 1 1/4' MIN. EMBEDMENT INTO CONCRETE (2) PER LEG s FRANCISCO HERNANDE2 FLORIDA PE 0 51393 Sunshine Windows Monutacturmg, Inc. 1745 W. 33■11 1.1ece 41161165, 416480 33012 Ph: 305364 -9052 Fool(308 )13215-5118 01¢111 8 RF me 9 -30 -05 S5I6 1/2 " =1" R1nit/em Re4eioe: 01489166 Na SW -01 -07 SHEET 6 OF 7 SECTION A-A All A41 /8" LJ i ED 1 .,15/16” 1,5/16 Z16 3" 1 4" All A I L--nu. CLIP (TYPICAL) A 1 I DETAILS OF MULLION TO MULLION CONNECTIONS FOR 1" WIDE TUBES 4 0 2 ALUMINUM "U" CLIP FOR I" WIDE TUBES "V" CLIP FOR I" WIDE TUBES Al 1 4" "V" CLIP FOR 2" WIDE TUBES rm 6117VIST.M tamtlyiriz VIV moll Cal!/ aL.emra 'eatr9 The: .02 p.#54 f--/ 44- FRANCISCO HERNANDEZ FLDR!DA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 3.3rd Piece 2 33012 Drom By RF we :9-30-05 scow 1/2"=1 Rewshan: ReeRton: DRAWING No: SW-01 — SHEET 7 OF 7 MIAMI- ODE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Jeld Wen Inc. 3737 Lakeport Blvd. Kalamath 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 -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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series WIE Outswing Opaque Insulated Steel Doors & w /wo Sidelites APPROVAL DOCUMENT: Drawing No. S- 2108 -01, titled "W 1 through 8 of 8, prepared by PTC, LLC, dated 12 -15 -01 Last rev]. S. Nielsen, P.E., bearing the Miami -Dade County Product Control Acceptance number and expiration date by the Miami -Dade County MISSILE IMPACT TING: 1. Doors: Large and Small Missile Impact 2. Sidelites: None. Approved Hurricane Protection Devices, complying RENEWAL of this NOA shall be considered after a renewal application no change in the applicable building code negatively affecting the performance of this product. TERMINATION of thin 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 terni (! at comply with any section of this NOA shall be cause for termination and rem ADVERTISEMENT: The NOA number preceded by the words Miami -Da by the expiration date may be displayed in advertising literature. If any porti it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user b distributors and shall be available for inspection at the job site at the reque. This NOA renews NOA # 02- 1216.10 and consists of this page 1 and evid approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. 10 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com followed layed, then NOA No 07- 0709.07 Expiration Date: August 01, 2012 Approval Date: November 15, 2007 Page 1 JeId We Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (Transferred from file # 02- 1216.10) 1. Manufacturer's die drawings and sections. 2. Drawing No. S- 2108 -01, titled "Wood Edge Opaque Steel Outswing", sheets I through 8 of 8, prepared by PTC, LLC, dated 12 -15 -01 Last revised on 10/25/07, signed and sealed by Eric S. Nielsen, P.E. B. TESTS (Transferred from file # 02- 1216.10) Original test conducted per SFBC, PA 202 -94, now known as FBC, TAS 202 -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) Large Missile Impact Test, FBC TAS 201 -94 5) Cyclic Loading Test, per FBC TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of outswing Glazed steel door, prepared by Certified Testing Laboratories, Inc., Test Report No. CTLA 697WA, dated 11/12/01, signed and sealed by Ramesh Patel, P.E. 2. Additional test report 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 Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of wood edge outswing glazed steel door, prepared by Certified Testing Laboratories, Test Report No. CTLA- 961W, dated 10/23/01, signed and sealed by Ramesh C. Patel, P.E. C. CALCULATIONS 1. Anchor Verification Calculations, prepared by PTC, LLC, dated 06/20/07, signed and sealed by Eric S. Nielsen, P.E. 2. Glazing complies w/ ASTME- 1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 0921.09 issued to ODL, Inc. for "HP Propropylene Doorlight Assembly ", expiring on 1/17/11. 2. Notice of Acceptance No. 07- 0828.01, issued to Trinity Glass International, Inc. for "Trinity Lite Frame" expiring on 7/3/12. 3. Tensile Test prepared by Internek Testing Services Inc., Project No. J99006660 -001, dated 3/30/99, tested per ASTM E84 -97a and ASTM D 1929 -91. 11 E -1 \SL4 t ` LL i.ct< Ishaq I. Chanda, Y.E. Product Control Examiner NOA No 07- 0709.07 Expiration Date: August 01, 2012 Approval Date: November 15, 2007 geld Wen Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (Continue) 4. Photocopy of test report 114884-1 dated 11/24/98 for "Standard test Method for Rate of Burning of Self - Supporting Plastics in Horizontal position per ASTM D 635 -97; and test report No. 114884 -2 dated 11/24/98 for "Measuring the Density of Smoke or Decomposition of Plastics" per ASTM D 1929 -96; and test report No. 114884 -2 dated 11/24/98 for "Measuring the Density Smoke from the Burning or Decomposition of Plastics" per ASTM D 2843 -93; all the above tests reports are for DC-1643-05 Filled Polypropylene Fiberglass & Mica, issued by SGS U.S. Testing Co. Inc. 5. Photocopy 4500 Hours Xenon Arch completed tensile report No. P11100034 dated December 12, 2000, issued by PRI Asphalt Technologies to ODL for Spartech Polycom PP5530 -C13, 4500 Hours Xenon Arch exposed samples, Tested per ASTM D 63896a, signed and sealed by Charles L. Thomas, P.E. 6. Notice of Acceptance No. 02- 0429.11, issued to Trinity Glass International, Inc. for "Trinity Lite Frame" dated 7/3/02, expiring on 7/3/07. F. STATEMENTS 1. Statement letter of conformance and "No financial interest, dated 06/21/07, signed and sealed by Eric S. Nielsen, P.E. 2. Laboratory compliance letter, as part of above referenced test report. G. OTHER 1. This NOA renews NOA # 02 1216.10, expired on August 01, 2007. 12 E -2 ckt.l 1. .IAA LACAA Ishaq I. Chanda, P.E. Product Control Examiner NOA. No 07- 0709.07 Expiration Date: August 01, 2012 Approval Date: November 15, 2007 OFS'G?4 PRESSURE RATING -NNOIE IGTFR NITRATION fEIMItifOR I5 ILIU ei/DIIW FACE II4RESNOID W /HIGH MM THRESHOLD ME DOOR Lego[ DL x0. oral PM 60.1- NIPACT OlXlnls 4.50 pet -60 psf +60 prf -6D psf DOlA1E DfXAi 40.41 o on, xxt4 ow) WAD N !- 6IPAGI AWES .H7 psi -43 psi 4.47 pe -43 psi JELDIVEN Steel 4Y$ EWE OPAQUE NEEL WSW, MAMMA MS WON & 14717#01/1f ACT 8RES GENERAL NOTES 1. THIS PRODUCT I5 DESIGNED TO COMPLY WITH THE 2004 FLORIDA BUILDING CODE (W/ 2005 At 2086 SUPPLEMENTS AND 11101 VELOCITY HUTOMME ZONE ?MIZ' REQUIREMENTS). 2. 1X OR 211 MOD BUCKS BY OTHERS. MUST BE RYCHORE0 PROPERLY TO TRANSFER LOADS TD THE STRUCTURE AND 10 BE REVIEWED BY 811101NG OFFICIAL 3. PRODUCT ANCHORS STALL BE AS GSTE0 AND SPACED PER ANCHOR LOCATION DRAMS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL iE BEYOND WALL DRESSING OR STUCCO. 4. SEE TABLE 1 ON THIS SHEET FOR DESIGN PRESSURE RATINGS. 5. RS PRODUCT kf125 THE WATER REQUIREMENTS FOR 'HVHZ' Z014E5. SEE THE DESIGN PRESSURE CHART SLOW. 6, S=DELITES REQUIRE MIAM1 -DADS APPROVED IMPACT RESISTANT 5HU111645. 7. 5111aJTES ARE AN OPT10N AND CAN 811 IR3E0 TN A SINGLE OR DOUBLE /N1NF1181ATION. RfrApAftW INSIA 6T®. 0008 (Ctxmton b silo._ caridMbrN COMPONENT CONSTRUCTIONS: Face shells: 24 go (0.0201 minimum thickness, Galvanized Steel A -525 commercial qually - A1600 per ASTM 620 with average minimum yield strength Fy(ave.).30.627 psi. Gyre design: Expended polystyrene with 1.0 to 1.25 lbs. /cf density. by JELD -MEN, 1411. 120E_20n6LQoosttt : The active and inactive panels are constructed from 240L (0.020' min.) galvanized steel. The face sheet tops and bottoms are bent 90' over the tap and bottom rags. The top EV1 mR measures 1.67' wide x 1.0' NOE The steel bottom mil measures 1.87' wide x 1.21' high. The optional wood bottom NM measures 1.67" wide x 1.25' high. The sides of the face sheet are roll formed onto the 82 fetch stile and Ponderosa Pine tinge stile which measure 1.67' x 1.0' The interior cavity is flMed with polystyrene. The face sheets me glued to the polystyrene. &sty/a Canst.: The sash is constructed from 24GA (0.020' min.) galvanized steed. The edges of the face sheet are bent 90' over the polystyrene core and glued to it. The *Idle mete are routed to receive the COL Up Lite Frames or the optional Trinity Light Frames. (See sheet 7 for glazing details.) The Re frames we wet grated on the interior and exterior. Both under Frame Co are constructed from Ponderosa Pine jambs measuring 1.25' wide x 4. 563' deep. The door and side8te head jambs are mortised and butt Joined to the side iambs and attached with (3) 16GA. 2' It 7/16' crown wire staples. The units use o high dam bump lace Imperil threshold measuring 5.25' deep x 1.75" high or a standard bump face Pemko threshold meowing 4.04t' deep x 1.0' high. The thresholds are attached to the fiamm with (3) 16GA 2' x 7/16' crown wire atoples ST 2 3 4 5 6 7 DESCRIPTION GENERAL NOTES AND 1YPICV, ELEVATIONS 1.Vil041 CRu SECTIONS AND MU. Or MATERIALS HORRONTAI. CROSS SECTIONS HORIZONTAL CROSS SECTIONS AND NOTES ANCHORING LOCATIONS AND DETMLS ANCHORING LOCATIONS AND ones (LAZING DETMLS 8 UNIT COMPONENTS 97,5' MAX. OA FRAME MIGHT 97.5' MAX. 0.A. FRAME HEIGHT 875' TYP. 0.625" 96' MAX. OA PANEL HEIGHT DO SI.EQIII MPACT 26. L420 37.75' MAX. 0.A _ NETTED FROM EXIERXIR FRAME WIDTH .875' TYP 36' MAX. OA PANEL M1017-1 74.5' MAX. 0A. FRAME WIDTH - 125 J6' MAX 36.625' MAX. OA PANEL WIDTH . 0A. PANEL W /ASTRAGAL WIDTH SINGLE 017561140 PAPACY UNiT (X) TABLE 1: VEMD FROM EXTERIOR 97.5' W4. OA FRAM HEIGHT 97.5" MAX 0.A. FRAME HEIGHT 0.75' 96° ONX. OA PAWL. HEIGHT 0.625" .75' TYP 96' MAX. OA PANEL HEIGHT - 70.25' MAX. OA. FRAME 4i01H 75' MULL BAR TYP. rtp. .875' 36 MAX OA MEL WIDTH 0.75 -a 0.625' - 107' MAX. 0A FRAME WIDTH 36.625' MAX. O 125' 75" MULL A BAR PANEL WROTH 36" MAX: 0A W /45TRACAL PAPA 410116 Ent S metmh FNr4a P. E. N0. 41523 PTC. LLC 1558 Coacwen Strad. Sate C25 Noek14441. Flo4da 32855 COPE CsQIw3o of Mawimtbn M. 71035 15.5' MAX. 0A MITE MANE WIDTH 14' MAX. OA PANEL MOTH 7.125" MAX. OA D.1.0. WIDTH 79. 25' MAX. OA D.1.0. HEIGHT 51NG1 E OUISN246 NPACT UNIT (0X01 1y/ NON- IMPACT 560EZTf5 VIEWED FROM EXTERIOR 15.5' MAX. 0A 51DE1AE FRAME Wf01H 14' M,Vt. OA PANEL WIDTH 7.125' MAX 0A D.LO. MOTH 79.125' MAX OA HEIGHT DOU81E SIMMiNG IMPACT 16641 11 llJIX0) 6/ ?10 U-OMACT 5IDFITFS VIEWED FROM FXTFR0R Prepared By: affiffekantaffiNIIIIN irwar Am? P 11, LLC Pho*e 321-690 -1788 Fax: 321 -690 -1789 PRODUCT n1F'Ew6.D CS complying n.ith Lye Slondn Maiataa Cmie Amwjlanre `:n 07 0 7 7 Esp1tatiun not; Aticlo 1. a L 11s (5144 LI •- M61xmt.Dade t't it ,c !',, t DIvdlnn SCALE. DALE: gg N.T.S. owe. 0r: WLN CHx, er. RW DRAW= 80., 5- 2108 -01 SWEET i or am DESCRIPTKNJ WOK 7 DOOR STEEL FACE SHEET 24GA 0.020 MIN.) SIktL WO00 2 FRAME HEAD (FINGER JOINTED PONDEROSA PINE) 3 FRAME HINGE JAMB (FINGER JOINTED PONDEROSA PINE) W000 4 FRAME LATCH JAMB (FINGER JOINTED PONDEROSA PINE) W000 5 4" x 4" BVTT HINGE 12aa, IBY HAGER) STEEL STFF1 LVL 6 #9 X 1" PFH W000 SCREW (HINGE TO DOOR) 7 000R LATCH STILE 8 OUTSWING PEMKO BUMP FACE THRESHOLD 4 x 1" ALUMINUM 9 WOOD DOOR BOTTOM RAIL WOOD 10 COMPRESSION WEATHERSTRIP FOAM 11 DOOR TOP RAIL LVL. 72 STEEL DOOR 13077014 RAIL STEEL 13 DOOR HINGE STILE WOOD 14 #70 x 1 .3/4" PFH WOOD SCREW STEEL 15 LOCK BLOCK LA. 16 3/16 17W TAPCON ANCHOR W/ 1 1/4" NIN. EMBED. STEEL FOAM 17 EXPANDED POLYSTYRENE (1.0 to 1.25 Ib. /cf DENSITY) BY JEW -WEN 18 HIGH DAM BUMP THRESHOLD (BY IMPERIAL) ALUMINUM 19 2x WOOD SUB BUCK WOOD 20 SHIM (0.25" MAX. THK. HIGH DENSITY PLASTIC OR GREATER) - STEEL 21 KWIKSET 400 SERIES KNOB 22 K TIT 700 SERIES DFAD80LT STEEL 23 x I 1/2 PLASCREW (ODL UTE FRAME) STEEL 24 A 8 x 2" PFH WOOD SCREW STEEL SIttL 25 J r 2 1/2" PFH W000 SCREW 26 70 x 1" PFH WOOD SCREW STEEL 27 1 0 x 2" PFH WOOD SCREW STEEL 28 MULLION CAP WOOD 29 SILICONE CAULK (CR LAWRENCE 33 C) SIUCONE 30 GLAZING COMPOUND (QSI) BY ODL) SILICONE .31 BRAD TRIM NAIL 16GA. x 3/4" LONG STEEL 32 3/8" QUARTER ROUND SIDELITE STOP WOOD 3.3 CORNER BLOCKS FOR STEEL DOOR BOTTOM RAIL MDT 34 SCHLAGE KNOB SET #P51 SItt4 .35 SCHLAGE OEAOBOLT #8360 STEEL 36 SIDELITE STEEL FACE SHEET 24GA (0.020" MIN. STEEL) STEEL 37 1/8" TEMPERED GLASS (BY PPG) GLASS POLYPROP. 38 ODL LITE FRAME SG (UNDER SEPERATE NOA) (HP POLYPROP. THERMOFlL- P6- 30040397) 39 PRESSURE TREATED MULLION BAR (3/4" x 4 9/ x 97 7/2) P.T. WOOD 40 ALUMINUM EXTRUDED ASTRAGAL BY IMPERIAL) ALUMINUM 41 ASTRAGAL STRIKE PLATE (BY IMPERIAL) STEEL 42 YALE KNOB HERITAGE SERIES STEEL STEEL 4.3 YALE DEADBOLT HERITAGE SERIES 44 SIDEUTE FRAME HEAD, SILL AND JAMBS (FINGER JOINTED PONDEROSA PINE) W000 45 I LRE FRAME BY TRINITY FOR 1/2" I.G.U. (UNDER SEPERATE NOA) POLYPROP. 46 1/2" INSULATED TEMPERED GLASS (BY TRIMLY /AMPAC) GLASS 47 UTE FRAME BY TRINITY FOR 1" GLASS (UNDER SEPERATE NOA) POLYPROP. 48 1" INSULATED TEMPERED GLASS p' TRINITY/AMPAC) GLASS 49 UTE FRAME SCREW /6 x 1 1/2 LONG PANHEAD (BY TRINITY) STEEL 50 GLAZING COMPOUND DOW 1199 SIUCONE 51 110 WOOD INSTALLATION SCREW W/ 1.50" MIN. EMBEDMENT STEEL 52 DOOR LATCH STRIKE PLATE STEEL 53 DOOR LATCH DEAD BOLT STRIKE PLATE STEEL 0.25" MAX. SHIM 97.5" MAX. 0.A. FRAME HEIGHT 1,25" M1N. EMB. CONCRLIt/ MASONRY BY OTHERS 1.50" MIN. EMB. . J EE DETAIL 7,/" ON SHEET 5 1.25" MIN. EMB. 3/16" T/W TAPCON INTERIOR 1.75" 2.5" MIN MIN. EDGE DIST. VERTICAL CROSS SECTION WITH HIGH DAM THRESHOLD 1.75" MIN PANEL THK MEMO 110 WOOD SCREWS SEE NOTE 2 ON SHEET 1 0.25" MAX. SHIM 96.0" MAX. O.A. PANEL O HEIGHT .625" CONCRETE/ MASONRY BY OTHERS 2.5" MIN. CONCRETE/ EDGE DIST. MASONRY BY OTHERS VERTICAL CROSS SECTION WITH STANDARD BUMP FACE THRESHOLD 97,5 MAX, 0.A. FRAME HEIGHT 1.50" MIN. EMB. � EE DETAIL '�/ ON SHEET 5 SEE NOTE 6 ON SHT. t SEE NOTE 2 ON SHT, 4 0. 125" MIN. GLASS THK. SEE NOTE 6 ON SHT. 4 3/16" ITW TAPCON SEE DETAIL 7 ON SHEET 5 1.75" MIN. PANEL THK. CONCRETE/ MASONRY BY OTHERS FOR OPTIONAL 1/2" & 1" I.G. SEE SHEET 17 SEE NOTE 2 ON SHT. 4 E13€RJ9!{ 1.25" .75 2.5" MINA MIN. MIN. EDGE DIST. EMB. VERTICAL CROSS SECTION AT SIDELITE SASH SEE NOTE 3 ON SHT. 4 SEE NOTE 3 Ohl S T. 4 #10 WOOD SCREWS SEE NOTE ON SHEET 96.0 MAX 0.A. PANEL HEIGHT CONCRETE/ MASONRY I BY OTHERS Q CAT S(� fete 5. Nielsen 71 lda P. E No. 47327 PTC. I C 1535 wW CW� Street, ,, 32095 "BL Cornecate A 0.36 tretlon 77. 2573! Prepared By: ASIMMINIANNEENEW PTC, LLC Phone: 321 -690 -1788 Fax: 321- 690 -1789 PROW( - 1 RENEWED 017 cnmpll inq o iP∎ fhc 19nNgn Ruidfng Cndc Amprxnre Noe 7 .,07.07 £zplr0000 Dar r .Q1,6 0 7 B Y MI xj [talc rnflort Cmm�,1 ilWisinn O 7.) ect 5A1E: 7 7 - - Ara. FM Ct17. h I a IRAW749 ND.: S 2108 - 02 1442Er . OF A— SEE NOTE 2 ON SHEET 1 SEE NOTE 4 ON SHE 4 CONCRETE / J — MASONRY BY OTHERS 1.50' MIN. EMBED. 1.75 PANE SEE NOTE 4 ON SHT. 4 INTERIOR 110 WOOD SCREW 0.25" MAX. HORIZONTAL CROSS SECTION SHIM LATCH JAMB TO PUCK SEE NOTE 1 ON SHE 4 SEE DETAIL 1 ON THIS SHEET HORIZONTAL CROSS SECTION At IMPERIAL ASTRAGAL EXIFRlDB ® HORIZONTAL CROSS SECTION HINGE JAMB TO BUCK 1.75' MIN PANEL THK. DETAIL l ASTRAGAL 10 STILE ATT C11 VTT NOTE: ITEM 24 NOT SHOWN THIS VIEW FOR CLARITY ASTRAGAL THROW BOLTS (2) TOTAL; (1 EACH) 0.31' DM x 9.0' LG. AT TOP & BOTTOM I Dl t 517 i1 S Nielsen Fledde P. E. Me. 41323 FTC. 1535 Cogswell Skceak Sues C25 Rooiledpe. flo1da 92955 ME c..e:d d PadhorkatIon PO. 29D3 SEE NOTE 2 ON SHEET 1 SEE NOTE 7 ON WE 4 Prepared By: afirEMENIMILMEM PTC, LLC Phone: 321 -690 -1788 Fax: 321- 690 -1789 ram r :erNM ED ne ..unplvinfl n oh the Florida Bunlinr (,nle 4ergdcm a yn 0 7- 00.0.7 Fknbra r . �� D.i tt _fr� 11 G ej, ZOI 596Nama ber=enema briklo5 CONCRETE/ MASONRY BY OTHERS ge 4d; CC M 8 DWG. BY a w o 88 8� mean wT 11 -15 -01 srxe N.T.S. WLN cwt Br: RW MOWING NO.: S- 2108 -03 SHEET j of A_ mm moo oe SEE NOTE 3 ON SHT. 4 000000 31 00 0 E SEE NOTE 4 J ON SHT. 4 FOR OPTIONAL 1/2' & 1' LG. SEE SHEET /7 SEE NOTE 6 ON SHT. 4 0.75' 1L _ILK; v. ii ILV h. Gfa SEE NOTE 5 T ON SHT. 4 SEE DETAIL 5 ON SHEET 5 HORIZONTAL CROSS SECTION ‘.211..) AT SIDELITE TO LATCH JAM NOTES; 1. SPACING FOR ITEM 126 THE 110 r 1' PFH SCREWS ATTACHING THE IMPERIAL ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: .tti he e ' I l e • T. " • 1.0', 2.5 , 4.0', 5.5 ". 13.0' 18.0' & 26.0'. 2. SPACING FOR ITEM 123 THE 18 x 1 1/2' PLASCREW 15 AS FOLLOWS: TOP & ROTTOM. HORI7ONTAII Y. SIDFI RE PABMEL; 3.0' IN FROM EACH CORNER. ON THE SIDES. VERTICALLY. FOR THE SIDELITE PANELS; 3.0 ", 13.5', 24.5 ° , 36.0° 46.0, 57.5 ", 6E15' & 79.0'. 3. SPACING FOR REM 131 THE 160A x 3/4' BRAD TRIM NAIL. ATTACHING THE QUARTER ROUND TO THE SIDELITE AND THE MULLION CAP TO THE MULLION BAR MERT1CAU.Y, 15 AS FOLLOWS: TOP & BOTTOM HORIZONTAIJ Y; 1.25' IN FROM EACH CORNER WITH (1) NAIL MID —SPAN. Q TH£ SIDES VERTICALLY: 1.25' FROM EACH END & SIX MORE EQUALLY SPACED ON THE FIELD. 4. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE ITEM 125, A 18 x 2 1/2 PFH W000 SCREW. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDEUTE JAMB AT THE MULLION USE REM /24, A 18 x 2" PFH WOOD SCREW. 5. SPACING FOR ITEM 125 THE 18 x 2 1/2" PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT THE MULLION, I5 AS FOLLOWS: 6.0" FROM EACH VERTICAL CORNER WITH (5) MORE SCREWS EQUALLY SPACED ON THE FIELD, 6. THE SIDEUTE PANEL IS SECURED INTO THE SIDEUTE JAMB W/ OEM /29 StUCONE CAULK ON THREE SIDES AND 3/8' QUARTER ROUNDS SECURED WITH ITEM 131 BRAD TRIM NAILS x 3/4' LONG. 7. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE ITEM /27, A 110 x 2" PFH SCREW WHEN ATTACHING THE HINGE TO THE JAMB AND SIDEUTE JAMB AT THE MULLION USE ITEM 114, A /10 x 1 3/4" PFH WOOD SCREW. 8. SPACING FOR ITEM 149 THE /6 x 1 1/2' PANHEAD SCREW (TRINITY LREFRAME) IS AS FOLLOWS: P T • 5.63', 14.5', 23.25 ", 32.06 ", 41', 49.75 ", 58.56', 67.38" & 76.31'. SIDELITE LITEFRAME TOP & BOTTOM. FROM THE LEFT; 3.13' & 6.88 ". 9. USE ITEM 151 WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD & JAMBS. USE ITEM 125 WHEN INSTALLING INTO MULLIONS. USE ITEM /16 WHEN INSTALLING INTO CONCRETE /MASONRY SUBSTRATE AT SIDELITE SILLS. CONCRETE/ MASONRY BY OTHERS INTERIOR 1.75' MIN. PANEL THK. SEE 0004(1 4 ON SHEET 5 SEE NOTE 5 ON SHE 4 G HORIZONTAL CROSS SECTION 4 AT 510ELITE TO HINGE JAMB 10 WOOD SCREW SEE NOTE 2 ON SHT. 1 SEE NOTE 6 ON SHT. 4 HORIZONTAL CROSS SECTION AT NON— IMPACT SIDELITE TO BUCK (SHUTTER REQUIRED AT SIDELITE) 0.75' Im12S/ Erk S. Nielsen Flage° P. E. N4. 41323 PTC, LLC 1538 Cogswell Street 8411, C28 Rockledge, Fkndo 32256 r@PC Cwt10eN 011001044 b. 5038 FOR OPTIONAL 1/2' & 1' LG. SEE SHEET /7 INTERIOR SEE NOTE 7 ON SHT 4 SEE NOTE 2 ON 514T. 4 SEE NOTE 6 ON SHT 4 FOR OPTIONAL 1/2' & 1' LG. — 5EE SHEET 17 Prepared By: P1C. LLC Phone: 321 -690 -1786 Fox: 321- 690 -1789 PR4DULr RENEWED as complying wwlth the Florid* 8lddigg Code Acceptance No 07p9.07 EYL "I4'o Detc /a( 4 512 I1A l• Co6tm1 rads; DATE lg D'igi 4 ca 9111 ooaWel FS 8 W0Ga6Q 11 -15 -01 3 xuF N.T.S. L. er: WLN c.er RW COMM ND.: S- 2108 -04 6Har 4 or 97.5' MAX. OA FRAME HEIGHT 745' MAX. OA. FRAME WIDTH SEE DETAIL 2 ON THIS Still — 7° TYP. � .-- 12 TYP SEE DETML3 ON THIS SHT. ,r11e11A..1 1, 11 : t eAd .. ,_ • kW. YID FRDM INTERIOR i DETAIL 2 — HEAD JAMB DETAIL 3 — A THRESHOLD ASTRAGAL STRIKE PLATE DETAIL 4 ASTRAGAL STRIKE PLATE HINGES TO JAMB & DOOR SEE DETAIL 4 ON THIS SHE 975° MAX. O.A. FRAME HEIGHT 6 6 SPACES 0 14.25' 011611 .-5 STRIKE PLATES TO ASTRAGAL 4.5 TYP, - 3' TYP. TYP. -) r SEE DETAIL 6 ON THIS SHT. 7025 MAX. OA FRAME WIOTH WAIT 5 STRIKE PLATES TO JAMB 9' TYP. 6' TYP. 3' TYP. SINGLE 0001? WITH SIOFI AFS ANCHOR LOC,AyDNS VIEWED FROM MTERIOR 8.125 24' 26' 25.94 SEE NOTE 10 ON SHEET 4 t e114 5le Eric 5. Nilsen Flortdo P. E N . 41323 MC, LLC 1535 CogkeeR Street. Sole C25 Rockledge. Mettle 32955 25E C.RBmte et tton he. 25235 SEE DETAIL 4 ON THIS SHT .15' MIN. C —SINK. DETAIL 7 COUNTERSINK FOR ANCHORS Prepared 8y: PTC LLC Phone: 321 -690 -1788 Fox 321 -690 -1789 PRODUCT RENEWED as complying with the Florid® BOSOM Cmk Accepteaee No O,Zcl�lJ C.7 Etndnetian IMe_Ie,, l A/f�t � DNl*. et 101 hi; 97.5' MAX. O.A. FRAME HEIGHT 4.5' 3 3' TIP. — 3 . SEE DETAIL 3 ON SHEET 5 DOUBLE DOOR W1114 SIDEUTES ANCHOR LOCATIONS VIEWED FROM INTERIOR SEE DETAIL 4 ON SHEET 5 6" TYP. 6 SPACES 0 14.25' 97.5' SEE DETAIL 6 MAX. \[ 0N SHEET 5 0A. i -- 1 p 1 FRAME HEIGHT 12 1. 1 36.625' 6 7 SPACES 0 12.21" 37.75" MAX. OA FR41tE P601H #10 WOOD SCREW TYP. 8.58 VIEWED FROM INTERIOR o1 2'5/c, Eric 5. melean 11o4ds P. E. N4. 41323 FM. Lit 1535 togswdi Street, Suits 625 Resided**, Fleiide 32555 �s Cetete11. et MIMr5 55. Wt. 5535 8125' 25.94' 24' ft, 4 !A'; .l1L • i 4f..11* ',i a rii 4 :. s SEE DETAIL 4 ON SHEET 5 Prepmed By: PTC, LLC Phan: 321 - 690 Fax 321 690 - 1789 PRODUCT RENEWED coilltitylevvith Me!Wag Batdi Curia EaptreN Dula I14n J oll_ a J k d 1 lJtihNd•. 1141,154 1" a. ..1011 F 4J. NC.: Sq SONE: N.T.S. Da c. Br: WLN SY: RW 5- 2108-06 SWEET 6 OF 8 M "- - --- 11P. 15.42' 15.42' ( TYF — 6' TYP. -- 3" TYP. Q - I.. . e - 1 1 Ill /10 WOOD SCREW 12' 36.625' TYP. 1 \ f III 1 111 1110 WOOD 51 _ SCREW TYP. _ SEE NOTE 5 ,/ ON SHEET 4 SEE DETAIL 5 f ON SHEET 5 1 ! Q lw b 3/16' TAPCON 1 TTW TYP. 1 1 J I TYP. --{ - TYP 7' TYP 1,1-1_,_ F_- 7' TYP. 97.5' MAX. O.A. FRAME HEIGHT 4.5' 3 3' TIP. — 3 . SEE DETAIL 3 ON SHEET 5 DOUBLE DOOR W1114 SIDEUTES ANCHOR LOCATIONS VIEWED FROM INTERIOR SEE DETAIL 4 ON SHEET 5 6" TYP. 6 SPACES 0 14.25' 97.5' SEE DETAIL 6 MAX. \[ 0N SHEET 5 0A. i -- 1 p 1 FRAME HEIGHT 12 1. 1 36.625' 6 7 SPACES 0 12.21" 37.75" MAX. OA FR41tE P601H #10 WOOD SCREW TYP. 8.58 VIEWED FROM INTERIOR o1 2'5/c, Eric 5. melean 11o4ds P. E. N4. 41323 FM. Lit 1535 togswdi Street, Suits 625 Resided**, Fleiide 32555 �s Cetete11. et MIMr5 55. Wt. 5535 8125' 25.94' 24' ft, 4 !A'; .l1L • i 4f..11* ',i a rii 4 :. s SEE DETAIL 4 ON SHEET 5 Prepmed By: PTC, LLC Phan: 321 - 690 Fax 321 690 - 1789 PRODUCT RENEWED coilltitylevvith Me!Wag Batdi Curia EaptreN Dula I14n J oll_ a J k d 1 lJtihNd•. 1141,154 1" a. ..1011 F 4J. NC.: Sq SONE: N.T.S. Da c. Br: WLN SY: RW 5- 2108-06 SWEET 6 OF 8 M EXTERIOR EXTERIOR INTERIOR GLASS RITE SEE NOTE 2 ON SHT. 4 0.125 MIN. TEMP. CLASS THICKNESS ® GLAZING DETAIL ODL LITE FRAME (PER CURRENT NOA) SINGLE PANE L /8° TEMPERED GLASS HP POLYPROPYLENE THERMOFR- P8- 3OFM0391 INTERIOR .75 x .50° INTERCEPT CLASS STEEL SPACER BITE SEE NOTE 8 ON SHT 4 P 1 1 11 1: . (PER CURRENT NOA) 1 INSULATED TEMPERED CLASS LUPOY EU -5007 0.125" TEMP. GLASS 0.125' TEMP. GLASS EXTERIOR INTERIOR TYP. 8 PLCS. CLASS 8ITE SEE NOTE 8 ON SHT. 4 0.5 MIN. 0.125 TEMP. 0.250' AIR GLASS THK. GLASS SPACE 0.125 TEMP. 25' x .50 GLASS INTERCEPT STEEL SPACER 45 DWI DETAIL TRINITY UTE FRAME (PER CURRENT NOA) 1/2 ° INSULATED TEMPERED GLASS LUPOY EU -5007 bL?fc Erk S. MsMen Dodeo P. E. No. 41323 FTC, 11.0 1535 Cocoon Ste Ste C25 ROeWSdge, Mid° 32855 ran 050111000 e+ auaemtlnn PO 25035 Prepared By: PTC, LLC Phone: 321 - 890 -1788 Fax: 321 - 690 -1789 PRODUCT RENEWED as OanpIying with Mc Flocld* Sulding Code Adeepmnce NoQZ-Q20 ; 0'7 Fxphai1us Den AU4C14,441 kAl -h!; PO ggi CRC. RC ffi DOE: 11 -15 - SCALE. N.T.S. WLN C14 0Y: RW S- 2108 -07 SHEET L aF 1 1.25" 0 9 !900D BOTTOM RAIL L67" --1 - � Lid - 7 1.21. 1.21' -1 CD DOOR BOTTOM RA1L ' 24G4 (020) STEEL --{ ) 0.62° 1.75' L T ASTRAGAL HAS TWO .312' L DIA, x 9' LONG BOLTS; 1 ON TOP. 1 ON BOTTOM 1.02' 1 - O AcTa_., Aga! (py et ) 6063 -T6 ALUMINUM 1.65' 1 ( 0.831' O CORNER B10CK EOB STEEL BOTTOM RA11 MOP x 3.0' LONG 1.67 ° 1.00 @ IV000 HINGE STILE c 0 2.W 1.25' (IMPERIAL AS CAI STRIKE PLA 41 0.125" STEEL) 15 W�A LOC 8L0C LVL x 1.71 THK. a 41 147 H Sn F L 0.53' 0.38' I } 0.50" - 0.14' a53' 10 COME E5ION WFATHERSRTIP SCHLEGEL 0 -LON DOS 650 1.75 2.00' 1 1.67' 1 r LVL TOP RAIL - 0.513 I- 1.75 -I - 2.52 " - TRINR L Y FRAME 45 (UNDER SEPERATE NOA) �°--- 3.25' 5.25 0 011L51S7N H1GH Q4M RI1uE TAr s ntaFCrmt n 16 0.051' MK. WALL ALUMINUM - BY IMPERIAL WITH WOOD INSERT 1.05 1 1.00" -- 1.71" ---{ 4.56 2.19" 1.25" T41NRY ITF k E 47 (UNDER SEPERATE NOA) 5" 0.375" - F- T --' 1.375' 1- 0' +11.013 1.75" --1 2.52' 3/8 OUARTER ROUND SIDELTTE STOP PINE 28 MULLION CAP PINE (97.50" LONG) 0.50' =JAW FINGER JOINTED PONDEROSA PINE 1.54' (.59' iT t 2.04-0" L 0.097° 6 HAGER STEEL BUTT HNGE 4 x 4' x .097' MK. STEEL 4.04' 1U1•71,r) Frt. S. rxetarn Florida P. E. No. 41323 arc, ue os oew. F�lortaa' 53 0.75' -1 r- 0125" 1.75' - '^1 2.62' O ODL LITE FRAME, (UNDER SEPERATE NOA) 0 0 0 0 4.000" 0.58" 1.00' } O OUTSWING STANDARD BUMP FACE THRESHOLD 8 EXTRUDED ALUMINUM - BY PEMKO WITH WOOD IN Prepored By: OZZIMANniramsay P70, LLC Phony. 321 - 590 - 1788 Fox; 321- 690 -7789 IERREUIET RENEWED stlespiyireg with Ow Florida ggikok rode A4eeptaner No p 7 , 0705.0 7 pSfatnrFnn tinrr��yA.L{..7.0l2.- Miami 1 q 1 . (-LA s. DATE: MARC ig 11 -15 -01 scALE N.T.S. orc. BY now taxc. ar: RW S- 2108 -08 sNEET OF 4 MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 372-6339 www.miamidade.gov/buildingcode BUILDING CODE COMPLIANCE OFFICE (4 CO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE NOA Nu-Vue Industries, Inc. 1055 East 29 Street Hialeah, FL 33013 SCOPE: This NOA is being issued under the appli' able rules and regulations governing the use of construction materials. The documentation submitted and accepted by the Board of Rules and where allowed by the Authority Having This NOA shall not be valid after the ex Division (In Miami Dade County) and/o to have this product or material tested perform in the accepted manner, the ma immediately revoke, modify, or suspend reserves the right to revoke this accep Division that this product or material fail This product is approved as described he Code, including the High Velocity Hurri DESCRIPTION: Series AB, NVSTA, APPROVAL DOCUMENT: Drawing of 4, dated 02/18/08, prepared by Nu-Vu the Miami-Dade County Product Control expiration date by the Miami-Dade Coun MISSILE IMPACT RATING: None LABELING: Each unit shall bear a pe following statement: "Miami-Dade Coun no change in the applicable building cod TERMINATION of this NOA will occ in the materials, use, and/or manufacture any product, for sales, advertising or any comply with any section of this NOA sh ADVERTISEMENT: The NOA numb by the expiration date may be displayed it shall be done in its entirety. INSPECTION: A copy of this entire N distributors and shall be available for ins This NOA revises and renews NOA # as approval document mentioned above. 'The submitted documentation was revie 'ARP,ROVE MANMADE COUNTY as been reviewed by Miami-Dade County Product Control Division ppeals (BORA) to be used in Miami Dade County and other areas risdiction (AHJ). ration date stated below. The Miami-Dade County Product Control the AHJ (in areas other than Miami Dade County) reserve the right • quality assurance purposes. If this product or material fails to ufacturer will incur the expense of such testing and the AHJ may he use of such product or material within their jurisdiction. BORA nce, if it is determined by Miami-Dade County Product Control to meet the requirements of the applicable budding code. in, and has been designed to comply with the Florida Building ne Zone. TA, NVTHJ, IKE, NVTT and NVHC-37 Wood Connectors o. NU-1, titled "Truss and Top Plate Anchors", sheets 1 through 4 . Industries, Inc., signed and sealed by Vipin N. Tolat, P.E., bearing evision stamp with the Notice of Acceptance number and Product Control Division. anent label with the manufacturer's name or logo, city, state and Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be consi ered after a renewal application has been filed and there has been negatively affecting the performance after the expiration date or if there f the product or process. Misuse of titer purposes shall automatically te I be cause for termination and rem preceded by the words Miami-D advertising literature. If any po ange ment of lure to !lowed ed, then A shall be provided to the user by the manufacturer or ection at the job site at the request of the Building Official. -0224.10 and consists of this page 1 and evidence page E-1, as well d by Carlos M. Utrera, P.E. NOA No. 08-0325.02 ExpiraCon Date: May 22, 2013 Approval Date: June 5, 2008 Page 1 Nu-Vue Industries, Inc. NOTICE OF ACC4TANCE: EVIDENCE SUBMITTED AB-5 A13-7 NVT 3-26 N VT 1.1-28 IKE- IKE- NV NV A. DRAWINGS 1. Drawing No. NU-1. titled 'Truss and Top Plate Anchors", sheets 1 through 4 of 4, dated 02/18/08, prepared by Nu- tie Industries, Inc., signed and sealed by Vipin N. Tolat, P.E. B. TESTS Test reports on wood connectors p ASTM D1761-88 by Product Testing, Inc., signed and scaled by C. R. Caudel, P.E. Report No. 1. 05-5195A 2. 05-5196A 3. 04-4995 4. 04-4996 5. 05-5612 6. 06-5622 7. 04-4908 8. 03-4631 9. 08-6711 E. MATERIAL CERTIFICATI( NS 1. None. Woo Connector Load Direction Date Fl and F2 06/03/05 Fl and F2 06/11/05 Upward 01/31/05 Upward 01/31/05 Upward, LI and L2 03/20/06 Upward, LI and L2 05/01/06 Upward and LI 07/21/04 Upward and LI 06/21/04 Upward, LI and L2 03/14/08 1 :.\11/ -3 C. CALCULATIONS 1. Shear value of common ire nails and steel plate tensile calculations, prepared by Vipin N. Tolat, P.E., Co suiting Engineer, dated 03/20/08, signed and sealed by Vipin N. Tolat, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building C$de Compliance Office (BCCO). F. STATEMENTS 1. Code conformance letter issued by Product Testing, Inc., signed and sealed by C. R. Caudel, P.E. G. OTHER 1. Notice of Acceptance N 04/17/03 and expiring o • 03-0224.10, issued to Nu-Vue Industries, Inc., approved on 05/22/08. E- 1 Ca os Utrera, P.E. Product Control Examiner NOA No. 08-0325.02 Expiration Date: May 22, 2013 Approval Date: June 5, 2008 Product Code Dimensions (inches) Fastener Schedule Alowable Loads (Ibs) WI W2 L Header Joist Fl F2 AB5 I%, 2%, 5 3 -Wth1 " 3- I0dxI %" 511 595 AB7 I 2A, 7 4- 10dxO'" 4- lOdxl1/2" 582 794 18 Gauge Angle Clips Notes: Nail wider angle leg to Joist and Shorter leg to Header. GENERAL NOTES 1 Steel shalt conform to ASTM A653. structural grade 33 (Min yield 33 ksi) and a minimum galvanized coating of 0 60 per ASI M A525. 2 Allowable loads are based on National Desutg specifications (NUS; for wood construction, 2001/2005 Edition 3. Design loads are for Southern Pine species with a specific gravity of 55 Allowable load: for other species shall be adjusted accordingly 4. Common wire nad values are based on NDS table I IP, G -0.55 and have been reduced for Penetration Depth factor P. l OD. 5. Allowable loads for wind uplift have already been increased by aduration factor of 60% for anchor nail Load values shown are without 339 , steel stress increase. 6 Allowable loads for more than a single connection cannot be added together. A design load which is divided into components in the direction given must be evaluated as follows: Ali Uft _ Actu,id LI Actual L2 � _-; t1 Allowable Uplift Allowable LI Allowable ILL 7 Allowable toads are based on 1%" thick wood members unless ss otherwise noted a. All tie beams and grouted concrete masonry shall comply with chapter 21 of FBC Concrete for tie beams and grout and mortar for concrete masonn shall be a muumuu of 2510 psi Concrete masonry shall comply with ASTM C90 9, All tests have been conducted in accordance with ASTM D.1761 VIPIN N. TOLAT, ('E (CIVIL) FL. REG. # 12847 15123 LANTERN CREEK LANE HOUSTON, TX 77068 Nu -Vue t'RODtiCrt1EV1Sa1 0 rke Cads ticavignet [aaO;� aggradas :ndusorie. Ine. 1053 -I059 1-1n1 29 Street 1lialra6, i1nndn 3301 (305) 054-0397 l ae (305) 694 -0355 AN1.) MP Pt AOl ANCHORS Deep Seat Truss Anchor. They are designed to resist lateral and uplift forces. The strap is made of 14 gauge steel and the seats of 20 gauge steel. Assembly Product Code NVSTAI2 NVSTA22 NVSTA24 Dimension H (inches) 12 NVSTAI6 NVSTA20 16 20 22 24 UPLIFT Pia, ro traamf »9aft to baYYOa t,,a.a Total No. of Fasteners in Strap 10dx14" 5 6 7 8 9 Total No. of Fasteners in 20 GA. Seat 10d x 1Yx" 6 6 6 6 6 Allowable Loads (lbs) Uplift 6 LI 6 L2 6 1046 1141 1236 1331 1426 700 760 823 887 1049 1144 1239 1335 950 1430 Holden Double Strap Riveted Truss Anchor. They are designed of 14 gauge steel plates to resist lateral and uplift forces. The seats arc made of 20 gauge steel. Assembly Dimension Total No- Product 11 of Fasteners Code (inches) in two Straps 10d A1 " 10 NVHTAl2 12 NVHTAI6 16 NV11TA20 20 NVHTA22 22 NVHTA24 24 12 14 16 18 VIPIN N. TOLAT, PE (CIVIL) FL. REG i 12847 15123 LANTERN CREEK.LANE HOUSTON, 71( 77068 Total No. of Fasteners in 20 GA. Seat 1Od x 1%" 6 6 6 6 DWG NUJ -1 Upli 1506 1695 1883 71 2259 Sheet: 2of4 UPLIFT A / Pate ra'ee Ya tranffar ,oOrt to , may_ IWttan thee. Allowable Loads fibs) Uplift Date Feb 18, 2.008 LI 6 L2 1766 1050 1450 1987 1181 1631 2208 1312 2429 1444 2649 1994 1575 2175 Notes: • REVISED I Nails arc necessary in straps and seat to achieve, 2. Sec note 6, sheet 1 for combined loading AeKptsace nto ft e. . r �� 3 Nails through chords shall not force the truss plates .t ` a 4. For general notes, see sheet 1 y 5. For higlteruplift loads concrete shall be 3000 pst 6. Based on min 2500 psi concrete. Nu -Vue Industries. lm. 1053 -1059 last 29 Strohm TliaLa6, Flo: idn 330 t 3 (3051694 -0397 Fax: (305) 694.0398 'R0 (SS AND 1 PLATE ANCHORS Ra visians Product Code Allowable Loads (lbs) S. Pine Nail Schedule Uplift Loads Header Nails 16d (e) Hip Nail 10d Jack Nail 10d a b total C d total NVTHJ26 1478 4 MI 7 5 NVIIHJ28 1931 20 12 Gauge NVTHJ Truss 1-Hp & Jack Hanger NVTHJ-26 as shown NVTHJ-28 similar tfl z b — a -- U.S. Patent No. 4,964,253 Left e e Right NVTHJ-28 as shown NVTHJ-26 similar \ is, Jack Not For I-2x members I (ids 1,4" nails can be used / \ /....v.... • f \ IKE-1 ib \ — b ( ISOMETRIC ) \ 4- -- a \ \ 2 5 IKE-1 LAPIN N. TOLAT, PE (CIVIL) FL. REG. 4 12847 15123 LAWERN CREFK Low HOUSTON, IX 71066 20G Stud Nate Ties INE-2 Dimensions (inches) Product Code W 11 L Stud Kate Uplift LI 12 Faste CIS NSTALA T ION INTu-Vue Iun UWC shi ),11.■, I Feb 18, NU-.1 3 of 4 1 2 008 UPLIFT Allowable Loads (lbs) 787 337 337 932 451 318 ktnimms 105 I I 11.1 2 soseet :,•.c • ; k3r,$) 6 Fax: CIO) ( RUSS ANI) 11. Pl An ANC' 1012 UPIN N. TOLAT, PE (CIVIL) FL. REG. # 12847 15123 LANTERN CREEK LANE Hi;UST;;Pi, i T "n «g B � � uy ue lnduslnes.1n 105.3-105s) I ust _., Str, ;t f u l l) mh, Ftrrid ? - W : 3 X305) 6'944)397 Fax: 1:105) 694.03 3 TRITSS AND T(.W t' ANtlk)RS OVA:i 8 eL! -1 Slec a. 4of4 Da Feb I 8, Rcri.;cn.. Product Cafe Dimensions (inches) Fasteners Schedule Allowable Loads (lbs) W B H L Truss Top Plates Hollow Cone rete Uplift L NVTf -1 1 13/ 14 13 2- 10dx1)5 " 6-10d ---• 968 543 NV1T -2 1 Y 14 13 2.1 l -- 6 T " 1584 465 18 Gauge NVTT Sanibel Truss Strap Nail hole I. I- I0dxlt12" nail is placed on each side of the Truss and 3- 10dnails in each leg are placed in two top plates. 2. 3- K"dia. x 1 long, 1 %" embedment tapoons are placed in each leg and into the hollow concrete masonry. Maintain 2'/y" edge distance from top of the block and spacing of 3" NWT and Nail hole L = UPLFT NVTt-I As Shown NVTT-2 $18]1181' atcept cow: veto masonry with tapcon aruhore intriead of wood Plates and wails. 18 Gauge NVHC 37 5WAY' Grip Clip (520) .., • .;hkT REVISED N: wmp$+e8r a Fkeide Ural* Cade Aaepe(atyi E by 8X3 ,..._- . _.•:., And eotw �m 1 Nail Scbedule Allowable Design Loads (Ins) Product Code DD'scription Header Joist or Plate or Stud Uplift LI L2 NVHC 37 5 Way Clip l6 8d ar €2 -Bd or 16-104 112-10d 702 560 637 f J 18 Gauge NVTT Sanibel Truss Strap Nail hole I. I- I0dxlt12" nail is placed on each side of the Truss and 3- 10dnails in each leg are placed in two top plates. 2. 3- K"dia. x 1 long, 1 %" embedment tapoons are placed in each leg and into the hollow concrete masonry. Maintain 2'/y" edge distance from top of the block and spacing of 3" NWT and Nail hole L = UPLFT NVTt-I As Shown NVTT-2 $18]1181' atcept cow: veto masonry with tapcon aruhore intriead of wood Plates and wails. 18 Gauge NVHC 37 5WAY' Grip Clip (520) .., • .;hkT REVISED N: wmp$+e8r a Fkeide Ural* Cade Aaepe(atyi E by 8X3 ,..._- . _.•:., And eotw �m 1 PERMIT NO. TAX FOUO NO. l /- 3rdOi A STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements witl be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is providedin this Notice - of 7 Commencement - - 1. Legal description of pro and street/address: / i TI N L(1 f r . Sf • M i q • . re3 / F I - 33 0 sjIA 3 b De+'"1►'YLZY Tar k ?f 47- C' o LoT9 2. Description ofImprovement eioS i (wen . pac (Fre rra.c r'A) /%Vir7j .SpC2CP_ J -/Ii A Shores dgra IL - '174 o V IL ' NW 3. Owner(s) name and address: Interest In property: Name and address of fee simple titleholder. SF1444 ' /9-5 A--/3ov6 4. Contractor's name, address and phone number: / l 'h. s)flivch e z< t^ cx r '72irr TR 1-n 3 l ( B 5. Surety. (Payment bond required by owner from contractor, if any) Name, address and phone number. Af Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, RE A/ address and phone number. 7 F7Ty /1477- a.G / Mk RED / (rme,3t IV GLC- I / k' yLc) 9-- st . a/.;►i . vrrs, P/ . 33 / 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(6), Florida Statutes. Name, address and phone number. - /a 1 /4 -lit A-re • A/-.1.-/,-.4.72 if 9. Expiration date of this Notice of Commencement fthe expiration date Is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Own Prepared By Print Name or o.r Officer /Director/Partner/Manager ice /A) PU CAE Prepared By / Print Name I I y/ 7 ,S Lt7 / 2 9 pc . Trtle/Offlce Gr . A 1? s t r<rsrrE .Z'N V ZV Title /Office H r A Al PJ. 3 1 k".e.o . STATE OF FLORIDA e-G-• COUNTY OF MIAMI -DADE The foregoing instrument was acknowledged before me this By 1. Y 1 -/ "9 72... 1 Individually, or d as Oi Personally known, or produced the following type of id Signature of Notary Public: NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION s)' A � Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that 1 have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. day of 5i1.4C...4-- 111111111111111111111111111111111111111111111 Space above reserved for use of recording office for entiflcatiorr I MUNE PUEN TE Nam Pu9ld - Stab d Florida g{ v � am. My C Jan 13, 2013 ti F� ! 00 844725 Signature(s) of Owner(s) or Owner(s)'s Authorized Officer/Director/Partner/Man Wont Diary Assn BY P""l BY CN=N 2011R0191377 OR Bic 27629 Fs 2712; (199) RECORDED 03/25/2011 11:16 :39 HARVEY RUVIl4r CLERK. OF COURT MIAI1I -DADE COUNTY; FLORIDA LAST PAGE s�1 y • Inspection Number: INSP - 158966 Scheduled Inspection Date: May 02, 2011 Inspector: Devaney, Michael Owner: Job Address: 118 NW 97 Street Project: <NONE> Miami Shores, FL 33150- Contractor: F JIMENEZ ELECTRICAL CONTRACTOR, INC Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 NEW ELECTRICAL FOR WATER HEATER INSTALLATION 2 RECEPTACLE OUTLET 2 GFI. DRYER AND WASHER. Passed H /Y Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments April 29, 2011 For Inspections please call: (305)762 -4949 11� Permit Number: EL -3 -11 -345 Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition Phone Number (305)978 -4715 Parcel Number 1131010250070 Phone: 305/556 -5759 Page 24 of 27 BUILDING PERMIT APPLICATION FBC 20 Miami Shores Village , Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit Type: Electrical OWNER: Name (Fee Simple Titleholder): Reivirl WPa/ Phone#: 1 7 - Address: `/ Ai It) 9 f City: 41/4//77 . ShOre4 State., f/ . Tenant/L,essee -Name: Email. JOB ADDRESS: City: Miami Shores County: • Miami Dade Folio/Parcel#: // 310 Is the Budding Historically Designated: Yes NO CONTRACTOR: Company Name: F.1? rvi mrel_. d dRial 0.04742Acli Phone Address: / 240 ( O t!D T'RW 115 City: /Ii4. (th A �� /✓ state: PC' 0 1 2011 iui Permit No. ad (1 --� I� Master Permit No. zip:- 33 i5r� Phone#: A/ Flood Zone: Zip: 33166 Zip: .33 Phone#: 36 5 �1 Qualifier Name: . hra Sco rn t tyk4. State Certification or Registration #: "' 13 00 2 .1 7 Certificate of Competency #: Contact Phone#: ?/t, 2,76 U Email Address: oven '46 e l 6 aett rove -- or DESIGNER Architect/Engineer: Phone#: Value of Work for this Permit: $ Type of Work: DAddress Description of Work: DAlteration \p OAS Square/Linear *** **e *asit***********essess ******* ****F ******++ **suave* **sus ****** **** *** **+sass Submittal Fee $ ‘6D+ ° rc OnCiermit Fee $ tt'e c CCF $ CO /CC $ Scanning Fee $ . Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature x/11., %i Signature Owner 6 gent ntractor The foregoing instrument was acknowledged before me this / 96 ' 4-1 '' -- The foregoing instrument was acknowledged before me this 23 day of Fat rum , 20 i l , by kr Sign: Print My , 20 JL, by B6/77 ,i,ir known to me or who has produced who is personally own to me or who has produced As identification and w , ' d take an oath. as identification and who did take an oath. „4,777,f1 PrrOrff ' ary Public offloads Commission # D 844725 hrough Nta 0 Viz"?_' cr: NOTARY PUBLIC: (Revised 07 /10/07)(Revised 06/10P2009)(Revised 3/15/09) NOTARY PUBLIC: Sign: Print My Commission Expires: oy yi .,W�� ` 5$ `.,o'd'e -k 0:1 /i.. * ** ********* ** * * ***** *************** *** **** * * *** ****** zeb�l /(.dim' Plans Examiner Zoning Structural Review Clerk Inspection Number: INSP - 156529 Scheduled Inspection Date: March 30, 2011 Inspector: Hernandez, Rafael Owner: Job Address: 118 NW 97 Street Project: <NONE> March 29, 2011 Miami Shores, FL 33150- Contractor: PIPELINE PLUMBING SERVICES INC Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 NEW KITCHEN SINK NEW WATER HEATER INSTALLATION INSTALL WATER CONNECTION FOR WASHER MACHINE IN THE GARAGE AND REMODEL 2 BATHROOM Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector C nts For Inspections please call: (305)762 -4949 NA --4 Permit Number: PL -3 -11 -346 Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number (305)978 -4715 Parcel Number 1131010250070 Phone: (305)978 -4715 Page 13 of 24 BUILDING PERMIT APPLICATION • FBC 20 Permit Type: PLUMBING Owner's Name (Fee Simple Titleholder) Owner's Address Jf g /V W .9 7 4M , c4-re City 7/21 All y&S State j ! Tenant/Lessee Name Email /i/ / /4) A Job Address (where the work is being done) / GU .97- sired- City )viiami Shores Village FOLIO / PARCEL # /7 — Is Building Historically Designated YES NO Contractor's Company Name on ec., Submittal Fee $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 .� / D1 Contact Phone 3 s 1 7.P ` . 7 45 Valueof Work For this Permit $ Type of Work: ❑Addi ' - :Alteration 1CA-1 Describe Work: L e a . , ir7c /114- ) _.c7 wf f er Permit Fee $ Zip -0c9- 00 aeione# 3/799_ ,'/D Master Permit No. Phone # Phone # Permit. No. 33 )50 County _ Miami -Dade Zip 33 /50 Zip 37J5 Phone # Square / Linear Footage Of Work: ONew ❑ Repair/Replace *, **** ** ** ****.*********************F rya** ** * ******* *F ***** ********** *,it*** *irk* *,rte ******* ****** *** IIGSD CCF $ CO /CC $ 2a727Tlinl MAR 0 1 2011 A AO Flood Zone 3 7 7L/ 7 /3 ` p( 6 I Ur f � Contractor's Address 2 SS i- 6.9 4 ( j City ((i 4.l / State FJ Qualifier Name ' lef itg L 2,11A -10 State Certificate or Registration No. grit (2 6 7/C1, Certificate of Competency No. 0 2,) 000 81 g E -majil I Architect/Engineer's Name (if applicable) " Phone # ❑ Demolition 44 .1 i;A /11 "rte' mia M ,atai? , •..i.syg %pa& OtOt net esb x3 .rniuJ3 YA .i IOWA skwotbT teke in 4-Le ^a4a remod t Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Bond $ .Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ } 1 on0 See Reverse side - Bonding Company's Name (if applicable) a A 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 pro ise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person we 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 •. f or Agent The foregoing instrument was acknowledged before me this /-rf day of CPim , 20 /t2, by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: * * * * * *4 * * * * * * * *** * * * * * * ** APPROVED BY , n,..a.....4 mnnm7VAmdeo,1 nA /In/MnnO1 /Q' Plans Examiner Engineer / Signature Contractor The foregoing instrument was acknowledged before me this day of / , 20 _ , by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: ><***** * * ** * **** * * ** *** *** ** ** *** * ***** Zoning Clerk checked Scheduled Inspection Date: April 27, 2011 Inspector: Perez, JanPierre Owner: Job Address: 118 NW 97 Street Project: <NONE> April 26, 2011 Miami Shores, FL 33150- Contractor: THERMAL SOLUTIONS LLC Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 158695 Permit Number: MC -3 -11 -347 For Inspections please call: (305)762 -4949 Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: A/C Replacement Phone Number (305)978 -4715 Parcel Number 1131010250070 Phone: (786)443 -7171 REPLACEMENT 3.5 TON SPLIT AC SYSTEM AND DUCT WORK FOR FAMILY ROOM 7,2 ) Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 156530. Page 27 of 36 Miami Shores Village 12-C 7E l n Building Department BAR 201 BUILDING PERMIT APPLICATION FBC 20 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. m C I l -347 Master Permit No. Permit Type: MECHANICAL OWNER: Name (Fee Simple Titleholder): Rea 1 C 1AT Ltr v Tv Phone# 7 - / 4 /04 Address: J / k A) (1) // c”-1/41-4 , s,+ - City: l / Qi m I * �j f o ° r S State: F L Zip: 3 1 Sze Tenant/Lessee Name: d�� Phone #: Email: JOB ADDRESS: e \►J ° \r1 1 SE • City: Miami Shores County: Miami Dade Zip: 3311 Folio/Parcel #: // -- 3/0/ 0.25 ® &o - 7 '' Is the Building Historically Designated: Yes CONTRACTOR: Company Name: Ac\c Address: NO Flood Zone: soLvi l o h `LL Phone #: Y ;•" �`� �� City: Qualifier Name: &V r . 1 k J AO.VKL to State Certificatio or Registration #: &C « t. z , Certificate of C #: Value of Work for this Permit: $ ` CAD Type of Work: Address DAlteration D 'ption of Wor . C'�14d - ii1, `S S State: 'L • Zip: J3 t -t''' n ,( Phone #: l "44 -1-'7 �1 I Square/L °New • fermi 00 •� Fairvx ViDoierl c *410 - . kdlition Aim ****** ************************* *** ** ees ************* * ****** * **** ** * ** ** ** * *** ****** Submittal Fee $ b . Permit Fee $ e 00 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Signature APPROVED BY Sign: Print: My Commission Exp Owner Agent The foregoing instrument was acknowledged before me this '-5 day of 0 IL, by Ber711/ 2 , who is personally nown to me or who has produced As identification and who did take an oath. * ** * *** * ** * ** * *** ** * ** * * ** *mot* ** * * * * ** Bonding Company's Name (if applicable) Bonding Company's Address City State Zip ,J4 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 v promise in good faith that a copy of the notice of commencement and construction lien whose property is subject to attachment. Also, a certified copy of the recorded notice o for the first inspection which occurs seven (7) days after the building permit is issue 'inspection will not be approved and a reinspection fee will be charged. A Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Contractor The foregoing instrument was acknowledged before me this 2B' day of FJ , 20 I! , by EJ+i''e 14 *s04/4 who is 1ersonally known tr)lme or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: xceeding $2500, the applicant must re will be delivered to the person nent must be posted at the job site bsence of such posted notice, the STATE OF FLORIDA Comm# EE028807 Expires 1118/2015 *********************************** * * * * * * * * ** *** * * * * * * * ** * * *** * *** Zoning Clerk UNIT BEING REPLACED DATA NEW UNIT MANUFACTURER Vk c. -) AHU or PKG. UNIT MODEL #q7, COND. UNIT MODEL #5� 21t KW HEAT �p� ®10 NOM TONS AHU CU PKG 1) M.C.A Q AHU CU PKG AHU CU PKG 2) M.O.P el AHU CU PKG AHU CU PKG 3) VOLTS WO AHU CU PKG PKG UNIT / / PKG UNIT / / EER/SEER 1` YES NO REPLACING DUCTS ', Jrk YES NO YES NO REPLACING THERMOSTAT l'e.S YES NO YES NO NEW 4 °CONCRETE SLAB "f YES NO YES NO NEW ROOF STAND Pik- YES NO YES * NO NEW RETURN PLENUM BOX WA. YES NO Signature City: Miami Shores Village County: Miami Dade Change Disconnecting means: YES ❑ NO (Qualifier's signature only) I!1 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.89 72 AIR CONDITIONING REPLACEMENT DATA PERMIT NUMBER: MC This form must accompany ALL air conditioning replacement permit applications. Each unit change - out must be on its own data sheet. Multiple units on single sheets are not acceptable. 41Mi Job Address where the work is being done): U Lk s AfICKS Zip Code: 331,A ALL CONDENSING UNITS MUST BE ON A 4 INCH SOLID CONCRETE SLAB ALL UNITS MUST COMPLY WITH F.E.M.A MINIMUM FLOOD ELEVATION A COPY OF THE CONTRACT IS REQUIRED WITH ALL SUBMITALS ARI (AHRI) DATA SHEET REQUIRED ARHI Sheet Attached: YES ❑ NO ❑ Contract Attached: YES ❑ 1. Minimum Circuit Ampacity (Wire Size): 2. Maximum Overcurrent Protection (Fuse /Breaker Size): 3. Voltage of Circu 08/240/480): 4. Size Disconn � g M= . ns: Contractor's Com State Certificate or Rtratio' N.CAC -Va6 Certificate of Competency N. Date :IT- i. L , �� 03/02/2011 13:34 0000000000 PAGE 01 1 ono lVw ups '4' rim its. /. _ rt _ y.r. r �r Certificate of Product Ratin • s AHRI Certified Reference Number: 4361919 Product Split System: Air - Cooled Conde'naing Unit, Coil with Blower Outdoor Unit Model Number: JS4BD -04aKB -~- Indoor-Unit-Mo+ del- Number:138513(MM448KaC *T- X4.0 Manufacturer: PHILCO — Trade/Brand natne: PHILCO J34HD SERIES Manufacturer responsible for the rating of this system combination is PHILCO Rated as follows in accordance with AHRI Standard 210/240 -2008 for Unitary Air - Conditions Heat Pump Equipment and subj t v erification of ra ting accuracy by AHRI- spon$ored. ids and independent, n third party testing: pendant third Cooling Capacity (Btuh): 4B500 EER Rating (Cooling): 11.00 EER -Rating- (C'.aoling): —� 13 :OD 'Ratings (eiivrm! br atr mum (*} borate s Wlon‘N mate of emulously ea4glettad date. unless aae -. �" -- •— - - -- — ^" — mpaM1lOd witty a WAS. Ykdeh etas an ravOkutrarY mum. tingi Alice done not sndo/q the Orodoel(al flared pn lhis Ceet(!q AI I nds so tats csta and makes na eTPeiaantatlons, warranties or guarantees ea In, and assumes w+tutltorlas4 el�pn e Q e y dinaytms athi ley for darnag es ofany kind arising out useort anima nce et a TEMA$ AND CONDrnoyg : Certiflad ta a►e vain[ only far modals and �ntpgurstiona Wed in the dk y � 1. oaUte ha edible ea Cep ars a o/AHts TMs CaarttR °� ceieshelt d► . Tarry ar ma y hot Gt whole or In part. be reproduced; cosine: disseminated; entered Into Pan6anal end confidential isa refecanca Wald. per, anY by arty m>►ar% except far the user's Individual, mama arrd aa*dldar tial naa rPrreer datsbaae; or oUmrwlas to CffRTIFlCATE VERlfiCcTION click on Nally Ca irta gek end tlaAtuq Caroled Rsrrrnnue On C1/ van WWI the a reeNteass mod. WO is eland shave. and the C and O ndittonlny, HeruHng Floating, g •►rr+tn W a , w to 'mkt t,eren. e€rlgeftzttan I 02010 Air-Conditioning, >eatin and Refrigeration Institute CERTIFICATE NO.: 122434688923572438 Data: 3/1/2011 7 CHECK LIST COMPRESSOR SUCTION HEAD YOUR EIECTR OAL CORNSCSONe CONTACTS TONT &OLEAN Oe. LEVEL 6COMMON CONDENSER COIL ClEAN COI_ &tYIEar PMCOND. ENT- WS REFRIGERANT LEPJC ❑ MACE FAN AND MOTOR VOLTS MIPS SLE.CTRICALCONNECTIONS CONTACTS TIIIHtBC E Lt FAN PULCE1"8 PAVER toa.ri CHECK. LIEEWARMS &MOTOR Cat EVAPORATOR COIL mart CCM&CHECKFIN Imps . V 1 -� CONDENSATE AREAS 1 w5Pece a CLAN DRAIN Pm INSPECT a CLEAN DRAIN AIR FILTERS 1CLFA ED 0 REPLACED FILTER SIZE HEATING ASSY. aC a rren a HeAT EXCNADGEFI FUEL ESPPI.Y6 FPEREURE MOT MEOW [FLAME &MOMTA1ENr I PRAWN RetAv & FLUE ;FAN a UOMT SEATCN CRFR. t Karroo amatory I en( YAUK I3TRIF HEAT I DEFROST CYCLE ELECTRICAL COMP'S. ]RE.LAYS ❑ CONTACTORS 1aMEALDAD la PRESS.9wlTCfc THERIAMAT ]RELOCATE QUi.IITTy' ITEM OR PART DESCRIPTION •Y PN // 4414 411e14-1/4-, Ti- TRAVEL TIME MILEAGE i 1' Wroth lopnecialhe .. dpnlessionalemand am* service alarm Where bast custom assurance poky in Mehdvstrf.Ms emote fella WINO/ pock S. Alpena replaced esedbe seamed tobe free ofd01edsbi paid el— Many service e aelespmeide20,lOor90 overman rib real Hl Uepwe held haee been duel* selected aldmaceor eased menblrsturer • .FoO ereason we Nei ccala. diming this medial tuna* Thataberto install tie wsnan0edpad[eI is almond in loam n beke, 2. Ger caper Ike iara teraperlodel Ms hike labor to repair « mplowlite parr waiabliedin the iitiehepa r, am/ I'd ocorrect direr psroblms ' t may base arisenk etaketn. s. Hine case e1(shipment lime) leak repair, cur pensandMacweararttybaselated above WM Ina fellet WW1= a. Tau am elm* nvmI to lei thb Nauddan shoe pee the bCSlce el Pe teat pilot to and after the repot, U lips b erA passBle due to elk ur ether a oorneTienl Wallop, be arse ire bdaddan describes the leek location en Ile service oadrel. Our warranty l ler the empee le led re we end noregeta�s* merry Ernes repair c ty le be out � end Sid araeher aN. Oto ot/ on TN Mat the nu ems ea mina arochew&wanc hair YeeoliHeri Able SO i far areepa"raIreb fest ea ru world here darn INN hid farmed h collie iladlitk E p R A T TYPE &Ina CODE RETYIL CI) RECOVERED? r.j RECYCLEOT RETORTED 1 DISPOSAL NON USEABLE r DEPOSAL ENVIRONMENT CHECK LIST QTX 7741 SYSTEM s e CHAINED QTY. pL �ED)1 I OTK E F pa k e N OLP PERSONNEL QTY MECOMMEMIk !MA WA/ 7I C4 c ? »,i ZV UC - j EET it l IU&) 97 ITY Mt. auex MO EL REFRIGERANT °DEPOSAL OWNER'S INITIALS — 4111PIETEREORM — THERMAL SOLUTION, LLC AIR CONDITIONING & HEATING CONTRACTORS 2700 GLADES OR, SUITE 138 WESTON, FL 33327 (954) 302-1808 (786) 443-7171 STATE LIC. # CAC1815403 LOCATION REPAIR NUMBER TECIPACINV SIGNATURE I NAPE INE AUTHORITY TO ORDER TM ARM WORK AND DO SO ORDER AS OVTLNIED ABM. Q M AGREED THAT THE SELLER WILL RETAIN TITLE Ta ANY EQUIPMENT OR MATERIAL FURNISHED UNTIL PNAI. A COMPLETE MAIMS MADE, Nor annisMENT sum MADE AS AGREED, THE SELLER SHALL HAVE THE RIGHT TO REMOVE GAME AND THE SELLER WILL BE HELD MARINERS FOR ANY DAMAGES RESULTING FROM THE REMOVAL THEREOF. ■/ 1I AUTHORIZED DENATURE - is Nl"IIt16 TERMS: DUE UPON C07.1PLETION DESCRIPTION ACCEPT 1:043-e OAv a ir/U AfiT t JITV D /s sysk40 Of rib fv •eW / W4/ 4(W /U i vy 5.d. oA/� l/ Q � � y Or t TRAINED PERSONNEL Jrectweoreed fie.k th.e 5 IR F PAR C. at.- 1 MINE SUB- TOTAL DIA& CHARGE TAX CUSTOM REaum 5 72Nc, ,'- W sAApN is. ao cat TOTAL Af.IOUNT DUE ABOVE ORDERED WORK HAS BEEN COMPLETED AND I ACKNOWLEDGE RECEIPT OF MY COPY. wit PHONE OR CHI 0 WARRANTY O CONTRACT 0 SERVICE OONTRAACT 0 NORMAA. NICE RESA COMM. in LEM — , iOAIS 44 S 5+s /HIV )--- NIT. Gull/ ittir 3830 . ..._ •• •w�.ilt•,= , � 1r.. vxwyyrIAVtt: Itt1 Y155UEDTOTHE INSUREDNAMEDABOVEFORTHEPOUCYPERIODINDICATED .NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN.THE INSURANCEAFFORDED BY THE POLICIESDESCRIBEDI-- IEREIN ISSUSJECTTOALLTHETERMS, EXCLUSIONSANDCONDITIONS OFSUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR . c A AD• ■ � •: • A1 •, :. ... - POLICY NUMBER SCL -000307474 -1 �� ' "e �7f • -� 12/30/2010 POLICY IDUNRATION 12/30/2011 GENERAL X I LIABILITY COMMERCIAL GENERA LIABILITY _ GLAIt.% MAD PC I OCCUR EACH OCCURRENCE $ 1,000,000 pR y $ns p p ri P ronv . ) MED exP (Any one AP4swl) s 100,000 $ 5,000 PERSONAL a ADV INJURY 1,000,000 ■ GENERAL AGGREOATE _§ s 2,000 000 O,EAfL AGGREGATE LIMIT APPLIES PER: X POLICY f f 78-i E 1 LOC PRODUCTS - COMPIOR AGO $ 2,0OO AUTOMOBILE _ _ LLABIJTY ANY AUTO All OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON-OWNED AUTOS ( EI`3 sadden* E uN 1T BODILY INJURY (Per imam) ( Y madder* �> DAMAGE $ 71 GAGE LIABILITY ANY AUTO AUTO ONLY- EA ACCIDENT S OTHER THAN 6-6 6 AUTO ONLY: AGO EXCESS/ UMBRELLA LIABILITY OCCUR CLAIMS MADE EACH OCCURRENCE S $ AGGREGATE $ DEDUCTIBLE RETENTION $ $ 6 B WORKERS CATION AND EMPLOYERS' LIABILITY ANY PROPRIETORIPARTNERADIECUTIV OFFICER/MEMBER EXCLUDED? H) U yes, describe N under SPECIAL PROVISIONSbow NHFL100188 12/31/2010 12/31/2011 STATU- I l O a ll"�"� FR E.L EACH ACCIDENT_ $ 1,000,000 EL 01‘ SF - EA gArpLoyaa $ 1.000.000 EL DISEASE - POLICY LIMIT $ 1,000,000 OTHER DESCRIPTION OF OPER/1TIONS I LOCATIONS / VEFICLES / EXCbvSION$ ADDED BY ENDORSEMENT /SPECIAL PROVISIONS • CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE BUILDING DEPT FAX: 305 -756 -8972 10050 NE 2ND AVE MIAMI SHORES, FL 33138 Phone: Fax: A[`1 W rs •nn iinnern4 % SNOULDANYOFTMEAFOVE DESCRIBED POLICIES REOANC> LLED6HFORETNEFJCPHtum DATE THEREOF, THE ISSUING DIOU ER WILL ENDEAVOR TO MAIL 3__IL DAYS Wr EN NOTICE TO THE CERTIFICATE HOLDER NAND Tome L M'T.: FAtLUURETo DOSOSHALL Gross NO oBUGA • -.. • - IJAINIAT OF ANY I� - ., INSURER, ITS AGEN1S OR REPRESENTATIVES. Ara AUTHORIZED - - - ; .�I x .411V-'71%, � • i r$ 03/02/2011 11:32 PRODUCER Litwin Insurance Agency, Inc 1215 E. Atlantic Boulevard, Suite#2 Pompano Beach, FL 33060 Tel: (954) 630- 9844/Fax: (954) 630 -0376 RAINBOW AIR CONDITIONING SERVICES INC. 1343 W. 72 ST. HIALEAH FL 33014 INSURED COVERAGES CERTIFICATE OF LIABILITY INSURANCE THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE INSURER A: SEMINOLE INSURANCE CO. INSURER S: NORMANDY HARBOR INSURER 0: INSURER D: INSURER E: #5264 P.001/001 DATE (INSVDD/YTYr 0310212011 NAIC 8 €11988-2009 ACORD C6RPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD AC R> CERTIFICATE OF ILIA THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITU REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the the terms and conditions of the policy, certal n policies may require an e certificate holder In lieu of such endorsemem�s� PRODUCER A &A Underwriters, Inc. 8796 SW 8 St Miami, Fl 33174 INSURED "thermal Solutions L L 2700 Glades Circle Ste 138 Weston COVERAGES FL 33327 CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL'SUBN I R lamb POLICY NUMB IMM/DD/YY IMM C IDD ) A GENERAL LABILITY 3094120805 7/25/2010 7/25/2011 X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE DAMAGE TO RENTED PREMISES (Ea occurrence) B 1 CLAIMS -MADE X OCCUR GENt AGGREGATE LIMIT APPLIES PER: X 1 POLICY F .T LOC AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS UMBRELLA UAB EXCESS LAB SCHEDULED AUTOS NON-OWNED AUTOS DED J RETENTION $ OCCUR CLAIMS -MADE WORKERS COMPENSATION AND EMPLOYERS' UABIUTY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICERIMEMBER EXCLUDED? Ivvta (Mandatory In NH) DESCRIPn ON OF OPERATIONS below NIA DESCRIPTION OF OPERATIONS /LOCATIONS 1 VEHICLES (Attach ), CERTIFICATE HOLDER MIAMI SHORES VILLAGE BUILDING DEPARTMENT 10050 N.E. 2nd AVE, MIAMI SHORES, FLORIDA, 33138 BILITY INSURANCE I DATE (MMIDDIYYYY) 02/11/2011 AND EXTEND OR AL ALTER THE COVERAGE AFFORDED BY THE POLICIES I TE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED poltcy(Ies) must be endorsed. If SUBROGATION IS WAIVED, subject to ndoreement A statement on this certificate does not confer rights to the N CT Pablo M Conde PHONE A 305-220-7447 E-MAIL ADDRESS: pmc @aaundelwriters.com N 305- 220 -4821 INSU S AFFORDING COVERAGE INSURER A : North Pointe Casualty Insurance Co wsUR6t e : Florida Retail Federation Self In Fund INSURER C INSURER 0 INSURER E : INSURER F : NAIL 9 520 -40053 09 -23-10 09-23-11 CORD 101, Additional Remarks Schedule, If more space Is required) MED EXP (Any one person) PERSONAL & AOV INJURY GENERAL AGGREGATE PRODUCTS - COMP/OP AGG COMBINED SINGLE LIMIT (Ea accident) BODILY INJURY (Per person) BODILY INJURY (Per accident) PROPERTY DAMAGE (Per accident) EACH OCCURRENCE AGGREGATE TORY LIMITS I 1 ER - EL EACH ACCIDENT EL DISEASE - EA EMPLOYEE E.L. OISEASE - POLICY LIMIT LIMITS $ 1,000,000 100,000 5,000 $ 1,000,000 $ 2,000,000 $ 2,000,000 $ $ $ $ $ 1,000,000 $ 1,000,000 $ 1,000,000 CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 2010105 © 1988 -2010 ACORD CORPORATION. All rights reserved. ) The ACORD name and logo are registered marks of ACORD PDF created with pdfFactory Pro trial version www.pdffactory.com CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A $30.00 FEE PER YEAR. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. 11 COPY OF QUALIFIER'S STATE LIC CARD B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D. )' COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXCEMPTION) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE (CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKER COMP INSURANCE (EITHER CERTIFICATE OR EXEMPTION) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: tel COMPLETE CONTRACTOR'S INFORMATION BUSINESS NAME: t t/1 .�12'AN AL CC,V"1/4 Jrcy c� loo G L &� 50 ` ITY 012 G1/ BUSINESS ADDRESS: (a STATE ZIP CODE e6 2,7 BUSINESS PHONE: ({b5 ) 2,�- (,+• FAX NUMBER (q5) " solo CELL PHONE f d' q4?\1 (1 1 QUALIFIER'S NAME: &LA t . uD V Z� ti1Afru-1 QUALIFIER'S LIC NUMBER: C I\ C 1t I t 6 qo E -MAIL ADDRESS (IF APPLICABLE): � �, � O ' \ vtQ YL'v 4L OLl9 *o . Y� �... Created on 3119109 BY MLDV / RV 3126109 MLDV Lpui? �►� (o l a c c\rraATo RA i Sh IYli Viiiage AZT- SH�It"Z DI3CONCT' N Building Department MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection Number: INSP- 157658 Permit Number: DEMO -11 -10 -1993 Scheduled Inspection Date: March 30, 2011 Inspector: Hernandez, Rafael Owner: Job Address: 118 NW 97 Street Project: <NONE> Miami Shores, FL 33150- Contractor: PIPELINE PLUMBING SERVICES INC Building Department Comments PLUMBING FOR DEMOLITION FOR LAUNDRY AND BATHROOM IN GARAGE Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 153219. need plg permit March 29, 2011 For Inspections please call: (305)762 -4949 1 PA Permit Type: Demolition Inspection Type: Final Work Classification: Plumbing Phone Number Parcel Number 1131010250070 Phone: (305)978 -4715 Page 17 of 24