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MC-12-909 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-173843 Permit Number: MC-5-12-909 Scheduled Inspection Date: September 18,2013 Permit Type: Mechanical - Residential Inspector: Perez,JanPierre Inspection Type: Final Owner: ARENAS,JORGE&TINA Work Classification: Addition/Alteration Job Address:889 NE 97 Street Miami Shores, FL 33138- Phone Number Parcel Number 1132060142650 Project: <NONE> Contractor: BELOW ZERO A/C INC Phone: (561)300-3103 Building Department Comments NEW A/C UNIT AND ONE BATHROOM FAN I Inspector Comments Passed Failed Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. September 17,2013 For Inspections please call: (305)762-4949 Page 1 of 17 Miami Shores Village a e Building Department ` 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795.2204 Fax: (305)756.8972 INSPECTION'S PHONE NUMBER:(3057 762.4949 FBC�20� BUILDING Permit No. 1Y I, PERMIT APPLICATION Master Permit No. -- Permit Type: MECHANICAL --7°' JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder): C"(-- ���� Phone# Z _23\0 _-t) Address: 1:Z—!, Q� .� City: State: Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: `' °Cc45� tNG Phone#: Address: 120 40 S V3 S S 1 City: '-M NkAA- State: V7(-- Zip: 33 5 Qualifier Name: N% �&W Phone#: State Certification or Registration#: Certificate of Competency#: Contact Phone#: Email Address: DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit: L , Square/Linear Footage of Work: Type of Work: ❑Address ❑Alteration New ClRepair/Replace ❑Demolition Description of Work: g N�.$) � OF .eaNaac . s�3a�tea��r,t`� �.- 3��! Ei'ti airh�M asa sign" Tisra?� C° Submitt ,-� i� tV CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TAL FEE NOW DUE$ i Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City Statep 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$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection whit occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection ill not be a ro and a reinspection fee will be charged. Signature Signature Owner or Agent Con cto 4 The foregoing trument was ackn wledged before this The foregoing instrument was acknowledged before me this day of ,20 [L,by day of ,20 t7-.,by AN+41" S Cc)SL�tC�til/JO who ersonally kno o me or who has produced who is personally known to me or who has produced F(,bL As identification and who did take an oath. G22-5®10W32.&v as identification and who did take an oath. NOTARY IC: NOTARY PUBLIC: J ,�0�9 f0 f3jb1,1 Sign: Sign: `-.' Print: °»ENU6no�41�00 '': ;xe Print:lkOa.,ImMrn 5-kA Z My Commis In Expires: ggZ4 sa��dx� �fe�°� flt,£Z dos °��qnd My Commission Expires: Mao- L$' 2 t7I CP g�OZ }°ale1S' tl`��d1� 'WJ0S0�� � n `P's� ABWAM SUAREZ Notary PWft-State of FtorWa �y�iF/pF;;Op`.0�� Commission�EE 184305 APPROVED BY Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009XRevised 3/15/09) ` r Miami Shores Village 1111 amp Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 AIR CONDITIONING REPLACEMENT DATA Fax: (305) 756.8972 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. Job Address (where the work is being done): �L �� F'—v �-M '&Oto City: Miami Shores Village County: Miami Dade Zip Code: 3;�t:3 Q 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 Change Disconnecting means:YES ❑ NO Ea ARHI Sheet Attached:YES❑ NO❑ Contract Attached:YES ❑ UNIT BEING REPLACED DATA NEW UNIT MANUFACTURER AHU or PKG.UNIT MODEL# COND.UNIT MODEL# KW HEAT NOM TONS AHU CU PKG 1 M.C.A AHU CU PKG AHU CU PKG 2 M.O.P AHU CU PKG AHU CU PKG 3 VOLTS AHU CU PKG PKG UNIT / / PKG UNIT EERISEER YES NO REPLACING DUCTS YES NO YES NO REPLACING THERMOSTAT YES NO YES NO NEW 4°CONCRETE SLAB YES NO YES NO NEW ROOF STAND YES NO YES NO NEW RETURN PLENUM BOX YES NO 1. Minimum Circuit Ampacity(Wire Size): 2. Maximum Overcurrent Protection(Fuse/Breaker Size): 3. Voltage of Circuit(208/240/480): 4. Size Disconnecting Means: Contractor's Company Name: Phone: State Certificate or Registration N. Certificate of Competency N. Signature Date: (Qualifler's signature only) 2,� Ou LOCATION SKETCH NOT TO SCALE PORT/ONOFLOT23,BLOCK73 — 75.00' TOTAL R/W o n - 99th STREETa-- . 2 5'WREFENCE 2 roe a , T `� 1� fag; �..�`'.':•' � .Q O O O� a� �' C y � � » n o «� .�� °rc:w, , u n , G°� Q r N00°00'00wW °' 112.50'(R)(M) `'" NE. 98th 5i T 8. 37.50' 30' p . `>0 O: 27./0' 2635' cs �.: ,� :C'. 59.05' co coo :" k a G ;: » . a , _ ;� :- • m PORT/ONOFLOT23,BLOCK73 LO BLOCK73 w L 13 ter? 2.65' \\\\\\\\\ y a n::.: \\ 5.35'ca a •,4 �� � � '*� ' . _ L , K. c 27.60' ., ' w a , �ter.E,.' � •, LEGAL DESCRIPTION: 4a- :-..-.:.: 92.25' LOT 24 AND THE EAST HALF OF LOT 23, BLOCK 73, "MIAMI SHORES SECTION 3° ACCORDING TO THE PLAT THEREOF,AS RECORDED IN PLAT BOOK 10, PAGE 37, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY,FLORIDA. ,•� 3 '• 3 g ry s O 2x75 1605 -f» s ' :•:: 1a n.•'� SURVEYORS NOTES. 3. 1)NOT VALID UNLESS SIGNATURE IS EMBOSSED WITH THE REGISTERED LAND SURVEYOR'S SEAL 2)LEGAL DESCRIPTION PROVIDED BY OTHERS. a n H 283,37\ a n : 3 PROPERTIES SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS OR OTHER RECORDED rz 14.75 ENCUMBRANCES NOT SHOWN ON THE PROPERTY PLAT OF RECORD. 4)MEASUREMENTS TO WOOD FENCES ARE TO OUTSIDE OF WOOD. 5)UNDERGROUND UTILITIES,FOUNDATIONS,OR OTHER IMPROVEMENTS,IF ANY,WERE NOT O O �'; : LOCATED. K :"t'i't::•. 6)ELEVATIONS,IF SHOWNARE BASED ON NATIONAL GEODETIC VERTICAL DATUM 1929. :.: ° .'. •... y • T)FENCE OWNERSHIP NOT DETERMINED UNLESS TED. -:-y �, .:•? f, ',-�.: o t w :',�::;'112.50 R M ?::::;-:`�::;::•:::::::.� 8)MEASUREMENTS TO WIRE FENCES ARE TO CENTER OF WIRE. S00 0453E ::.:..:..:..:..:..:..:..:.•..::.: O( )•............... •.5'CONCS/DEKG4LK :��:.:•-•. 9)WALL MEASUREMENTS ARE TO/FROM FACE OF WALL 0.11L Z 10)DRAWING DISTANCE BETWEEN WALLS AND/OR FENCES AND PROPERTY LINES MAYBE k FND.Ile I.P. 0 2 O p C a EXAGGERATED FOR CLARITY NO ID. O 1TP4RKhYsIY \ 11)FLOOD ZONE INFORMATION WAS DERIVED FROM FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INFORMATION RATE MAPS D 12)BEARINGS IF ANY SHOWN ARE BASED ON ASSUMED MERIDIAN AT.•CENTERLINE NE 97th STREET y (N90°00'00 � M y INDIGA TES LAKE MAINTENANCE u y r r LEGEND Cl- INDICATES CLEAR - W `y P .-' %lT <s s9.<• � INDICATES CONCRETE ENCR INDICATES ENCROACHMENT a r a s r )ND/CATES OVERHEAD LINES F/P.• INDICATES FOUND IRON PIPE • „ y ,v _ R,r 5 INDICATES WIRE FENCE FRB. INDICATES FOUND REBAR INDICATES WOOD FENCE SRO: INDICATES SET 112'D/AMETER REBAR INOfCA TES PROPER 7YCORNER 7YP.: INDICATES TYPICAL ..x, :.. POB: INDICATES PO/NT OFBEG/NNlNG RAN.• !NO/CATES R/GI-IT-OF-WAY BOOK POC.• INDICATES POINT OF ORB: INDICATES OFFICIAL RECOIiO INDICATES PROPERTY LINE t INDICATES MORE OR LESS (R) INDICATES RECORD MEASUREMENT F.F.ELEV.:INDICATES FINISHED FLOOR ELEVATION D.0-E: INDICATES DRA/NAGE&U77UTYEASEMENT N.T.S.: INDICATES NOT TO SCALE CERTIFIED TO: U.E: IND/CA TES UTILITY EASEMENT N MIC47ESNORTH I ND/CATESPERMANENTREFERENCEMONUMENT s INDICATES SOUTH RAPID TITLE SERVICES COMPANY,COMMONWEALTH LAND TITLE INSURANCE COMPANY; PRM.- CENTE PCP.• INDICATES PERMANENT CONTROL POINT � INDICATES CENTERLINE JORGE ARENAS AND TINA ARENAS;PREFERRED MORTGAGE LENDERS,ITS SUCCESSORS FND: INDICATES FOUND CO INDICATES CON MEASUREMENTS AND/OR ASSIGNS AS THEIR INTEREST MAYAPPEAR. (c) INDICATES CLEAR ONPL INDICATES CONCRETE (C) INDICATES MEASURED CALCULATED ON/PL• INDICATES ON PROPERTY LINE W-U.P. )NOICATES WOOD U77LITY POLE O.U.L. INDICgTES OVERHEAD U77UTYLINES FLOOD ZONE:X PROPERTY OF: A BOUNDARY SURVEY MAP&PANEL= 12086CO306 I HEREBY CERTIFY THAT THE SURVEY PROFESSIONAL SURVEYING AND MAPPING/� COMMUNITY No.: 120652 JORGE ARENAS AND TINA ARENAS CHNICAL STANDAR S SET FOR THE BYTHEMINIMUM LANNES & GA RCIA, INC. SUFFIX:L FLORIDA BOARD OF LAND SURVEYORS IN CHAPTER c LB#2098 DATE OF FIRM: 9-11-09 889 NE 97th STREET 61G17-6,FLORIDA ADMINISTRATIVE CODE F a n MIAMI SHORES, FLORIDA 33140 PURSUANT TO SECTION 472-027 FLORIDA a FRANCISCO F. FAJARDO PSM#4767 BASE ELEV.= N/A NOT VALID WITHOUT THE SIGNATURE AND THE STATUTES,THERE ARE NO ENCROACHMENTS, es ORIGINAL RAISED SEAL OF A FLORIDA LICENSED OVERLAPS,EASEMENTS APPEARING ON THE PLAT, ann 385 ALHAMBRA CIRCLE-SUITE C, SURVEYOR AND MAPPER OTHER THAN AS SHOWN HERETO. CORAL GABLES, FLORIDA 33134 PH(305) 666-7909 FAX(305) 559-3002 FRANCISCO F.FAJARDO#4767 FLORIDA PROFESSIONAL SURVEYOR AND MAPPER REG.NO.4767. IELD DATE:07-072011 SCALE:1.=20' DRAWN BY.A.MEREL I DWG.No.:221845 r K W MIAMI-DADE COUNTY,FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)372-6339 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/buildinacode Nu-Vue Industries,Inc. 1055 E.29 Street Hialeah,Florida 33013 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Division(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series NVSNP,NV/NVTH,NVHC,NVSTA and NVHTA Steel Wood Connectors. APPROVAL DOCUMENT:Drawing No.NU-5,titled"Skewed Nail Plate,NV358&NV458 with Double NVTH Straps,NVTH/NVTHS Anchors&NVHC Hurricane Clips and NVSTA&NVHTA Heavy Duty Anchors with Seat",sheets 1 through 4 of 4,dated 04/15/04,with last revision dated 07/05/09,prepared by Nu-Vue Industries,Inc.,signed and sealed by Vipin N.Tolat,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:None LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. l RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA#04-0510.03 and consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No.09-0721.05 Mwratiaanecourmr ' Approval Date.September 30,2009 ' Page 1 R Nu-Vue Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.NU-5,titled"Skewed Nail Plate,NV358 &NV458 with Double NVTH Straps,NVTH/NVTHS Anchors&NVHC Hurricane Clips and NVSTA&NVHTA Heavy Duty Anchors with Seat",sheets 1 through 4 of 4,dated 04/15/04,with last revision dated 07/05/09,prepared by Nu-Vue Industries, Inc.,signed and sealed by Vipin N.Tolat, P.E. B. TESTS "Submitted under NOA #04-0510.03" Test reports on wood connectors per ASTM D1761 by Product Testing, Inc.,signed and sealed by C.R. Caudel,P.E. Report No. Wood Connector Direction Date 1. PT#03-4482 NVSNP3 Downward 09/15/03 2. PT#034625 NVHCL/R Up& Sideways 01/21/04 3. PT#04-4641 NVSTA-24H Up&Sideways 03/17/04 4. PT#044698 NVTH24 Up&Sideways 04/15/04 5. PT#03-4590 NVTH26/NV458 Sideways 12/31/03 6. PT#04-4642 NVHTA-24H Up&Sideways 03/22/04 7. PT#03-4543 NVTH2O/NV358 Up&Sideways 12/19/03 C. CALCULATIONS 1. Report of Design Capacities,dated 06/30/09, sheets 1 through 12 of 12,prepared, signed and sealed by Vipin N.Tolat,P.E. "Submitted under NOA #04-0510.03" 2. Report of Design Capacities dated 04/27/04, sheet 1 through 12,prepared, signed and sealed by Vipin N.Tolat,P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office(BCCO). Carlos M.Utrera,P.E. Product Control Examiner NOA No.09-0721.05 Expiration Date:December 23,2014 Approval Date:September 30,2009 E-1 . t Nu-Vue Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENT 1. Statement letter of code conformance,no financial interest and no change of product, dated 07/08/09,issued,signed and sealed by Vipin N. Tolat,P.E. G. OTHER 1. Notice of Acceptance No. 04-0510.03,issued to Nu-Vue Industries, Inc., approved on 12/23/04 and expiring on 12/23/09. Carlo M.Utrera,P.E. Product Control Examiner NOA No.09-0721.05 Expiration Date:December 23,2014 Approval Date:September 30,2009 E-2 General Notes: 1. Steel shall conform to ASTM A653, structural grade 33 (Min. yield lNe 1Y, 19V 33 ksi) and a minimum galvanized coating of G 60 per ASTM A525. Wr / " 2. Allowable loads are based on Latest Editions of National Desing specifications (NDS) for wood construction and Florida Building Code (FBC). 0 0 0 " 3. Design loads are for Southern Pine species with a specific gravity of 0.55. Allowable loads for other species shall be adjusted accordingly. 0 0 ° o o 4. Common wire nail values are based on NOS and have been SuppingTuss reduced for Penetration Depth factor. 0 7fe 1Y4" tY4" 4fe` op chord bottom Ni• 5. Allowable loads for wind uplift have been increased by a duration factor of 1.6 for anchors into wood only. Load values shown are, Hole pattern is Holes)fe"dim without 33% steel stress increase. mirror image of the Supported oppaite side Truss Top &bottom 6. Allowable loads for more "than a single connection cannot be chord added together. A design load which is divided into components in the direction given must be evaluated as follows: sv ate. to° Actual Uplift A c I Ll, + Actual L2 <=1.0 NVSNP3 Allowable Uplift Allowable L7 Allowable L2 TABLE 1 Installation SKEWED NAIL PLATE 7. Allowable loads are based on 1Y2" thick wood members unless otherwise noted. Fastener Product Steel Schedule Allowable Loads (lbs) 8. All tie beams and grouted concrete masonry shall comply with Code Gauge Each End Gravity Uplift FBC. Concrete for tie beams and grout and mortar for concrete masonry shall be a minimum of 2500 psi. Concrete masonry shall NVSNP3 16 (6)8d x 1Ye" 594 594 comply with ASTM C90. For Uplift, use two NVSNP3, one at top chord and 9. All tests have been conducted in accordance with ASST one at bottom chord of the supporting and supported meta Trusses in compliance with section 2321.7 of the FBC. VIPIN N. TOLAT, PE (CIVIL) Aeae►emoe No FL. REG. # 12847 16123 LANTERN CREEL{ LANE HOUSTON, TX 77088 Notes: �T 1. Use 6 nail holes in each flange. NU.—Vue Industries, Inc. 1053—I06E East 29 street 2. Do not bend nail plate more than once. Hialeah, Florida 33013 Phone: (305) 894-0367 3. Supporting member shall be in the acute angle side with other flange behind the 09 Fax: (305) 894-0395 end of supported member (see sketch.) '1 SKEWED NAIL PLATE DWG #: Sheet: Date: Revisions: NU-5 1 of 4 APRIL 15.2 0a TABLE 2: NV358 — 14G Double NVTH Straps with 2 ply 18G seat TABLE 3: NV458 — 14G Double NVTH Straps with 3 ply 18G seat Assembly 14G Strap Dimension Total No. Total No. Assembly 14G Strap Dimension Total No. Total No. Product Product H of Fasteners of Fasteners Allowable Loads (Ibs) Product Product H of Fasteners of Fasteners Allowable Loads (Ibs) Code Code (inches) in 2 Straps in Seat Code Code (inches) in 2 Straps in Seat 10d x 3" 10d x 3" uplift Lt L2 10d x 3" 1 O x 3" Uplift Lt L2 NV358-12 NVTH16 12 8 8 2245 1961 1839 NV458-12 NVTH16 12 8 8 2245 2783 2078 NV358-14 NVTH18 14 10 8 2525 2206 2068 NV458-14 NVTH18 14 10 8 2525 3131 2338 NV358-16 NVTH2O 16 12 8 2806 2452 2298 NV458-16 NVTH2O 16 12 8 2806 3479 2597 NV358-20 NVTH24 20 14 8 3086 2697 2528 NV458-20 NVTH24 20 14 8 3086 3827 2857 NV358-22 NVTH26 22 i6 8 3367 2942 2758 NV458-22 NVTH26 22 16 8 3367 4175 3117 NV358-24 NVTH28 24 NV458-24 NVTH28 24 NMB-26 NVTH30 26 NV458-26 NVTH30 26 -----8 — NV358-32 NVTH36 32 NV458-32 NVTH36 32 NV358-44 NVTH48 44 NV458-44 NVTH48 44 Holes DIO(e"-•� �•- }� o Notes: Holes Dia. 1. Minimum embedment into concrete 4". 3"NV358 �.qy 2.Nails are necesary in straps and seat to achieve design loads. �. 3. See Note 6(Sheet 1) for combined load. 4W NV458 4.Nags through chords Mall not force the truss plate on the opposite aide. LAJ Holes Dio. ham • �� 18G Seat Detail ; 1XV Or UPLIFT 14G NYfH ti.` NV358 and NV458 tits Oucr atVISlip } 375°NV358 �aot�wsktTtFlaist 574'NV458 VIPIN N. TOLAT, PE (C1PII) nwopU.ostbL 7Q�eS` Side View F7 REG. 12847 ! fZ4t4 2 ply seat NV358 HOUSTON, 068 LANE seat NV458 Truss late r fired 3 WY H to transfer load to bottom chord r.,. N u—V u e industries, ina. 1053-1059 East 29 Street a Reinforcements Hialeah,Florida 33013 set a25s'tc t• a'UK Required Phone:(305) 694-0397 Pin t/4 da Em L� \09 Fmc (305)694-0398 erVJ)r � � or Tie Beam formed with � �1 NV988 & NV458 WtPH DOUBLE NVTH STRAPS Concrete filled Masonry. DWG #: Sheet: Date: Revisions: NU-5 2 of 4 eexw t6,aooa July 5, 2009 tY4 Perpendicular TABLE 4 ,., Truss plate required to wall to transfer load to bottom chord Truss Anchors NVTH and Riveted Truss Anchors with Seat NVTHS L2 Reinforcements H No. of Fasteners Maximum Allowable Load (Ibs) Required Length Product Gauge Gauge in Strop atot a2os■r H (in) Code seat strap 10d x 1.5" Uplift Lt L2 1N H 12 NVTH-16 NVTHS 212 18 14 5 1032 560 525 6 1222 671 630 MIN. 4' parallel L1 14 NM-18 NVTHS 214 18 14 MIN. a EMS• to wall Nl-� 7 1275 783 735 EMS. Concrete Tie Beam NVTHS IX" NVTH 1J¢" with concrete Beam formed 16 NVTH-20 NVTHS 216 18 14 8 1329 783 735 TABLE 5 masonry 9 1383 783 735 18 NVTH-22 NVTHS 218 18 14 HURRICANE CLIPS 10 1437 783 735 Product Fasteners 10d x 1X"Allowable Loads Ibs 20 NVTH-24 NVTHS 220 18 14 Code Description Gauge Header Joist UplIft L1 L2 I 1 11 1490 783 735 NVHCR HURRICANE CUP — RIGHT 18 6 6 525 1 253 - 333 22 NVTH-26 NVTHS 222 18 14 12 1544 783 735 NVHCL HURRICANE CUP— LEFT 18 6 6 525 1 253 333 13 1598 783 735 Ta d-d For Uplift, use two clips, one on each 24 NVTH-28 NVTHS 224 18 14 side to comply with section 2321.7 of the FBC 0 0 0 ° o 0 26 NVTH-30 NVTHS 226 18 14 t o° °o 32 NVTH-36 NVTHS 232 18 14 NVHCL botNVHCR tm [:44: NVTH-48 NVTHS 244 18 14 � o d,wd UPLIFT 1Yi 2-2.Plat» 2X" O Cross—Section aTnw�d th! 0 0 • s Diu. tYi Truss plate required Holes f� to transfer chord to VIPIN N. TOLAT, PE (CIVIL) o h bottom FL, REG. # 12847 i hole dia,=0.178" dhod 15128 LANTERN CREEK LANE NM, NVTHS HOUSTON, TX 77088 L2 ;; 2-2x Plates NVHCR Nu—Vu a Industries, Ina. -F'• ' — L1 1053-1059 Street Hialeah,Florida 39019 1rFtOglkTRtr ls� q Phone: (305) 684-0397 SCALE: 9k d+ fie8wi®theFlarid� n I O J Fa= (305) 894-0396 NVTH/NVTHS ANCHORS & NVRC HURRICANE CLIPS 1 •� l DWG g: Sheet: Date: Revisions: NU-5 3 of 4 aPi 15.2rma July 5. 2009 I O TABLE 6 TABLE 7 NVSTA—Heavy Duty Anchors with 14G NVTH Straps and 1 ply 200 seat NVHTA—Heavy Duty Anchors with 14G Double NVTH Straps and 1 ply 200 seat Assembly imension Total No. Total No. of Assembly imension Total No. Total No. of y 14G Strop of Fasteners Fasteners in Allowable Loads (Ibs) y 14G Strap Allowable Loads (Ibs) Product Product H Product Product H of Fasteners Fasteners in Code Code (inches) in Strap 20 GA. Seat ife s 2 e Code Code (inches) in two Straps 20 GA. Seat i plift S L1 a L2 a t Od x t Od x 1)r UPI t Od x 1 Y" 10d x 1¢" Uplft NVSTA-12H NVTH16 12 5 6 1308 700 1049 NVHTA-12H NVTH16 12 10 6 1772 2078 1050 1450 6 8 1426 760 1144 12 6 1994 2338 1181 1631 NVSTA-14H NVTH18 14 NVHTA-14H NVTH18 14 7 6 1545 823 1239 1 14 6 2215 2598 1312 1812 NVSTA-16H NVTH2O 16 8 6 1664 887 1335 NVHTA-16H NVTH2O 16 16 6 2437 2858 1444 1994 9 6 1783 950 1430 18 6_, 2658- 3117 1575 2175 NVSTA-20H NVTH24 20 NVHTA-20H NVTH24 20 AI NVSTA-22H NVTH26 22 -1 •—`I�{ NWTA-22H NVTH26 22 t o a 0 ,I Notes:14 NVSTA-24H NVTH28 24 • a NVHTA-24H NVTH28 24 1. Nails are necessary in straps and seat to achieve, dosing loads. o y�• o T 2. See note 6, sheet 1 for combined loading. } 3. Nails through chords shall not force the truss plates. NVSTA-26H NVTH30 26 Ye• NVHTA: 26H; NYTH30 26 4. For general notes, see sheet 1. xr 5. For higher uplift loads, concrete shall be 3000 psi. I 6. based an min. 2500 psi concrete. NVSTA-32H NVTH36 32 .t J NYHTA-32H NVTH36 32 Roles Dla.lfs �4 NVSTA-44H NVTH48 44 NVHTA-44H NVTH48 44 9• PRODUCT RCW%W 1.4 1X4" 200 seat emTia«IthAsPlod& h 1Y4 Y4" as, ' H NVSTA NVHTA By 12H throght 44H H 12H throght 44H iii Probntartd 47W.7do — ° •4•Min. ° 1}" V1PIN N. TOLAT, PE (CIM) 20 G t Concrete 8° 4"Min. FL. REG. # 12847 Embedment. slot 0.203•x 1• Concrete 15123 LANTERN CREEK LANE 14G NYfH 1 " Pin "dta " Embedment. HOUSTON, T% 77068 UPUFT 1X2 UPLIFT 1 1 Nu—Vu a Ind.uies, Inc. plate East 29 Street +--Truss plate required to transfer .--True pl to rern chord transfer Phone: )lda S 97 uplift to bottom chord Q ��0 Fax: (9015) 694-0596"A,Reinforced Concrete Reinforced Concrete NVSfA &NVATA HEAVY DUTY ANCHORS WITH SEAT - tie beam Min.2#5 .-- tie beam Mtn.2#5 Top&bottom Top bottom �v DWG #: Sheet: Date: Revisions: t.1 �- NU-5 4 of 4 AP>tD t6,aoos July 6, 2009 + r MiAMpiA�DE w MIAMI-DADS COUNTY,FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)372-6339 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Rov/buildin cg ode Nu-Vue Industries,Inc. 1053-1059 East 29 Street Hialeah,Florida 33013 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.BCPRC 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 NVTA,NVTAS,NVBH,NVUH,NVRT and NVTH Wood Connectors. APPROVAL DOCUMENT:Drawing No.NU-2,sheets 1 through 4,titled"NVTA and NVTAS,NVBH 24 and NVUH,NVRT and NVTH",dated 02/13/03,with last revision on 07/19/06,prepared by Nu-Vue Industries,Inc.,signed and sealed by Vipin N.Tolat,P.E.,bearing the Miami-Dade County Product Control revision stamp with the Notice of Acceptance(NOA)number and expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING:None LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT:The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA#05-0701.04 and consists of this page 1 and evidence pages E1 and E2,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. - --NOA Not-08-0326.11 MIAMt-DADECOi: W ExQiration-1 ate _ ust 21,2013.' .•. , - Approval Date:May 22,2008 Page 1 r f Nu-Vue Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.NU-2,sheets 1 through 4,titled"NVTA and NVTAS,NVBH 24 and NVUH,NVRT and NVTH",dated 02/13/03 with last revision on 07/19/06,prepared by Nu-Vue Industries,Inc., signed and sealed by Vipin N.Tolat,F.E. "Submitted under NOA No. 05-0701.04" B. TEST Test reports on wood connectors per ASTM D 1761 by Product Testing,Inc., signed and sealed by C.R. Caudel,P.E.and S.E.Black,P.E. Report No. _Wood Connector Direction Date 1. PT 02-4073 NVTA Upward 11/06/02 2. PT 02-4075 NVTA Upward 11/07/02 3. PT 02-4074 NVTA Upward 11/06/02 4. PT 02-3938 NVTA Upward 08/06/02 5. PT 03-4177 NVRT36 Upward 02/03/03 6. PT 03-4202 NVRT36-T Upward 02/19/03 7. PT 03-4271 NVRT36-T Upward 03/27/03 8. PT 03-4270 NVRT24-T Upward 03/27/03 9. PT 02-4095 NVUH26 Up&Downward 01/17/03 10. PT 02-4096 NVBH24 Up&Downward 12/03/02 11. 31-22456.0002 NVTA&NVTAS Lateral 07/06/02 12. PT 04-4698 NVTH24 Upward Parallel/Perpendicular 04/15/04 13. PT 04-5036 NVTH24 Upward Load 12/10/04 C. CALCULATIONS Report of Design Capacities prepared by V.N. Tolat,P.E. Product Model No.of Paces Date Signature 1. NVBM24 7 through 8 05/05/03 V.N.Tolat,RE 2. NVRT 9 through 14 05/05/03 V.N.Tolat,P.E. 3. NVTA&NVTAS I through 6 05/05/03 V.N.ToIat,P.E. 4. NVTA&NVTAS 1 through 14 02/06/03 V.N.Tolat,P.E. 5. NVRT 15 through 15 07/07/03 V.N.Tolat,P.E. "Submitted under NOA No. 04-1202.01" D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office(BCCO). 4��51A arlos M.thrers,P.E. Product Control Examiner NOA No:08-0326.11 Expiration Date: August 21,2013 Approval Date:May 22,2008 E-1 • Y Nu-Vue Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EMATERIAL CERTIFICATIONS E. STATEMENTS 1. No Financial Interest and code compliance letter issued by Vipin N.Tolat,P.E.,on 03/26/03 signed and sealed by V.N.Tolat,P.E. "Submitted under NOA No. 04-1202.01" 2. Letter to Nu-Vue Industries issued by Building Code Compliance Office on 08/10/04 and signed by C.F.Font,P.E. "Submitted under NOA No. 04-1202.01" G. OTHER 1. Notice of Acceptance No.08-0326.11,issued to Nu-Vue Industries,Inc.,approved on 09/14/06 and expiring on 08/21/08. / Iwl Carlos M.Utrera,P.E. Product Control Examiner NOA No:08-0326.11 Expiration Date: August 21,2013 Approval Date:May 22,2008 E-2 TABLE 1 TABLE 2 Truss Anchors NVTA and Riveted Truss Anchors with Seat WAS Truss Anchors NVTA and Riveted Truss Anchors with Seat NVTAS H Maximum Allowable Load ibs H Product Maximum Altowabla Load Ibs Product Gauge Gauge No. of Length Gauge Gouge No. of Length Code seat sirs Fasteners Uplift AA Lt Single L2 Single g Code seat strap Fasteners Uplift Uplift L1 Single L2 Single in P P 9 g (in) each sirs Double each strap Single & Double& Double P Single & Double& Double 16 NVTA-16 WAS 212 20 14 10d Strap Straps Straps 16 NYTA-16 WAS 212 20 74 10d x 1.5° Strap NVT s Strops Straps 16 NVTA-18 NVI'AS 214 20 14 5 757 1514 250 500 18 NVTA-18 WAS 214 20 14 5 1032 2236 250 500 6 805 1610 250 500 6 1127 2254 385 565 20 NVTA-20 NWAS 216 20 14 20 NVTA-20 WAS 216 20 14 7 854 1708 250 500 7 1138 2272 520 630 22 NVTA-22 WAS 218 20 14 8 902 *1804 250 500 22 NVTA-22 WAS 218 20 14 8 1144 *2288 520 630 24 NVTA-24 WAS 220 20 14 9 951 *1902 250 500 24 NVTA-24 WAS 220 20 14 9 1153 *2306 520 630 10 999 *1998 250 500 10 1161 *2322 520 630 26 NVTA-26 NWAS 222 20 14 26 NVTA-26 NVTAS 222 20 14 11 1048 *2096 250 500 11 1170 *2340 520 630 28 NVTA-28 WAS 224 20 14 12 1096 *2192 250 500 28 NVTA-28 WAS 224 20 14 12 1178 *2356 520 630 30 NVTA-30 NVTAS 226 20 14 13 1145 *2290 250 500 30 NVTA-30 NVTAS 226 20 14 13 1187 *2374 520 630 36 NVTA-36 WAS 232 20 14 14 1193 *2290 250 500 36 NVTA-36 WAS 232 20 14 Note: For 8 or more nails per s * p trap, use -Note: For double truss for double straps. 48 NVTA-48 WAS 244 20 14 double truss for rd double straps. use 48 NVTA-48 WAS 244 20 14 MMMIM CIP MUM I1p s +dlhtlellwide ,►I,,,� to wall to wall tr CrIz 929 -0-4 General Notes: E1vMen aetrol�° 1.Steel shall conform to ASTM A653,structural grade 33(Mtn.yield 33 ksi)and 4, a minimum galvanized coating of G 60 per ASTM A525. 1 v, Reinforcements Required o 2.Allowable loads are based on National Desing specifications(NDS)for wood H 2�` construction,2001 Edition and Florida Building Code 2004. 3.Design loads are for Southern Pine spades wtth a specific gravity of 0.55. �IMIN4* 0 21' Allowable loads for other species shall be adjusted accordingly �Concrete Tie Beam Parallel L1 or Tie Beam formed 4.Nab values are booed on NDS table 11P,G®0.55 for common wire nulls and to wall with concrete flied O have been reduced for Penetration Depth factor CD. NVTAS mosork 8iOMWED! Hales Dia ° w0dieFladilm 5.Allowable loads for wind uplift have already been Increased by a duration NVTA, WAS s factor of 1.6 for anchor nails. 33%steel stress increase is not used in the -,1° VIPIN N. TOLAT, PE (CIVIL) �9 f tabulated values. FL. REG. # 12847 8.Allowable locals for more than one direction LANTERN CREEK LANE for a single connection cannot be HOUSTON, TX 77068 added together.A design load which can be divided Into components In the metal directions given must be evaluated as follows: + l +J.AW c=1.0 N u—V u e Industries, Inc. _ 7.Allowable loads are based an 11°thick wood members unless otherwise noted 1053-105'Hialleaheah East 29 Street Florida 33013 8.All tie booms and grouted concrete masonry shall comply with chapters 19 0� PHONE: (305) 694-0397 and 21 of 2004 FBC.Concrete for de boons and grout and mortar for concrete H `211 FAX: (305) 694-0398 masonry shall be a min,of 2500 pot.Concrete masonry shall comply with ASTM 1 NVTA AND NVTAS TRUSS ANCHORS C9Q MIN. 4° �'S 9.All tests have been conducted in accordance with ASTM 0-1761. EMB' DWG t: Sheet: Date: Revisions:j,iy 7,2003 =a 15,2005 NVTA 1° NU-2 1 of 4 FEB.tor,2003 July IS.2 TABLE 6 TABLE 5 NVRT Twisted Rafter Ties to Concrete Tie Beams NVRT not and Twisted Rafter Ties or Concrete Filled Masonry Length Product 16d Fasteners Maximum Uplift Load (Ibs) Length Product No. of 16d nails No. of J" diameter Maximum Uplift g Gauge g Code Gauge to Wood Framing Tapcons to Concrete Load (Ibs) (in) Code TOTAL mem�� Flat Ties Twisted Ties (in) 12 NVRT-12 14 8 4 725 724 12 NVRT-12 14 4 6 722 16 NVRT-16 14 10 5 861 860 16 NVRT-16 14 5 7 856 12 6 998 996 1 8 1 6 991 18 NVRT-18 14 14 7 1135 1132 18 NVRT-18 14 1 7 1 9 1125 20 NVRT-20 14 20 NVRT-20 14 Ht00=XENWW t 22 NVRT-22 14 22 NVRT-22 14 Aooepaneexo � tfI»IP" �» 31 24 NVRT-24 14 24 NVRT-24 14 BY " 0 1" 30 NVRT-30 14 30 NVRT-30 14 1 " o 36 NVRT-36 14 36 NVRT-36 �Mr ' o 0 48 NVRT-48 14 48 NVRT-48 14 NVRT Anchor Notes: Notes Holes die. i. Specify'F' for Flat and "T" for Twisted when ordering. 1. ITW topcons shall be embedded a minimum of 1 j" into concrete ttebeam or tieheam formed with concrete filled masonry.ITW topcons shall Do not 2. Fastener values are based on a minimum Ir thick wood members. have a min. edge distance of 2� and minimum spacing of 1r as shown. Use circled holes 3. •Indicates no. of nails In each connected wood member. 2. See General Notes, sheet 1. 16d 4. See General Notes, sheet 1. UPLIFT 3. All tapcona must be N the same row space at 17g" on centers. 1 Do not use holes in the opposite row. o Strap must be long enough to accommodate required topcons. o }"Tapcona a 0 0 s • • • s=. A" �'°Nts•° VIPIN N. TOLAT, PE (CIVIL) See n,� FL REG. #12847 Note #3 ° j1$ LENGTH :,••<i: :, 15123 LANTERN CREEK LANE HOUSTON, TX 77468 HALF HALF N u—Vu a Industries, Inc. Connected Connected 10 to truss to Connected 53-1059 East 29 Street Hialeah, Florida 33013 PHONE: (305)694-0397 all a,® a a o 3.3. We e 2r Min,edge distance ��G FAX (305)694-0398 o ® o r LENGTH _I Reinforcement required r7 NVRT FLAT AND TWISTED RAFTER TIES Tie Beam formed with DWG Sheet: Date: Revisions: n$t5,2a� concrete filled mosonary or Jan.10.2006 concrete tie beam NU-2 3 of 4 FEB.13,2003 July t9 2008 TABLE 7 Truss Anchors NVTH '�. H Maximum Uplift Loads {Ibs) Truss plate required Length Product Gauge Gauge o. of Fasteners to transfer load to (in) Code seat strop In each Strap Single Strap Double Straps bottom chord 10d x 1.5" on on Reinforcements 12 NVTH-16 18 14 Single Truss Double Truss Required 5 1032 2064 des oxor■r H 14 NVTH-18 18 14 6 1222 2444 �• 16 NVTH-20 18 14 7 1275 2550 MIN. MS. Single Strap 16 8 1329 2658 Single Truss °` NVTH-22 18 14 NVTH 17¢" cor Tie Be= f� 9 1383 2766 With concrete filled 20 NVTH-24 18 14 masonry 10 1437 2874 22 NVTH-26 18 14 11 1490 2980 24 NVTH-28 18 14 12 1544 3088 13 1598 3196 26 NVTH-30 18 14 Truss plots required tY' to transfer load to� 32 NVTH-36 t8 14 I6" bottom chord Reinforcements 44 NVTH-48 18 14 jr-, O Required f ekNaffs 0 2li• O 1Y+Front&Back 0 off centered 'i 1 VIPIN N. TOLAT, PE (CIVIL) Hores Did. q)i 1$• O Double ttrap Concrete Tle Beam FL. REG. 12847 Double Truss or Tie Beam formed 5 Nags In Front(Min.) 15123 LANTERN CRM with concrete filled Nags 10d x 1.5° HOUSTON, TX 770 LANE masonry NVTH > Nu—Vue Industries, Inc. B~dwacaft dYrlLdOs ft two ,� 1059-1088 East 29 Street Ca= z�`�Yi Hialeah Florida 33013 Ell Tfo il3 V , Phone: 5305) 884-0398 Oeaat • t` 2 r NVTH ANCHORS 1 Noi�® DWG y Revisions: NU-2 4 ,2006 TABLE 4 TABLE 3 NVUH 26 JOIST HANGER NVBH 24 BUTTERFLY HANGER F FASTENER ALLOWABLE LOADS(lbs.) FASTENER ALLOWABLE H c5 SCHEDULE 14 o ? SCHEDULE LOADS(tbs.) VI g8 m $� o it N x DOWNWARD WIND UPLIFT a 9 DOWNWARD $ GRAVITY LOADS LOAD •� 003 GRAVITY LOADS x 2x6 NVUH26 14 20 10 2233 1213 2xj NVBH24 18 12 6 1113 Notes: Notes: 1. Use ail specified fasteners in schedule to achieve values 1.Use alf specified fasteners In schedule to achieve values Indicated. Indicated. 2. Values are based on 1j•header and Joist thickness. 2. Values are based on 3"header thickness and 11• Joist thickness. 3. See General Notes, Sheet 1. 3.See General Notes, Sheet 1. -- 4q' SYMM.® Mid Span �giallr I UPLIFT � SYMM.®Mid Span 2f" a1„ ♦ 0 0 0 0 • g ov ° goo ° • o ► 5}' . ► n • • � Q • � �• PAODtJCti 21 1re�ds6la•nM iei9edA► V VIPIN N. TOLAT, PE (CIVIL) ° o FL. REG. i# 12847 DOWNWARD LOAD 15123 LANTERN CREEK LANE DOWNWARD LOAD HOUSTON, TX 77068 0 e o ► o N�II _ • ° I V U U 2 Industries, Inc. 2j. e" • 10HHia FlorEast 29 3013 Street • PHONE (305)694-0397 �la� FAX: (305) 694-0398 tip' 21' 2 NVBH 24 AND NVUH 26 HANGERS DWG # Sheet: Date: Revisions Juty 7,2003 June 15,2005 NU-2 2 of 4 F®.13. Jan.1,,2006 July 19,2006 Y f M Am . r trr.m G I'!J�[�t�f•.hl'hl�trl'i!IFi►�1�1'!r►'i?1��'P�'hi'I�Ot'4't 14 llol i Tl'f�Pi`.Ifl'i�!`�ritirr�l r'ht�14°!?IFt?Fi�IGr�'i t Ili"�►�I�tf►l=�141ltiti'i't�'� _T 71F -__ 181 181 181 INI INI Ipl ial Ial +r i81 Iql ,181 Ian - I�il. - INI� - iI?fl n� Q �. Miami Shores Village Building Department CEIVE � 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 3 e r Tel: (305)795.2204 Fax: (305)756.8972 INSPECTION'S PHONE NUMBER:(305)762.4949 �Pr, FBC 20 _-- BUILDING Permit No. PERMIT APPLICATION Master Permit No. � Permit Type: BUILDING ROOFING JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder): � ��� �'��C' i7 � Phone#: �C Address: e `��' ��? _"z' K City: &i c Stater Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency#: Contact Phone#: Email Address: DESIGNER:Architect/Engineer: °lam Phone#: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑Addition Iteration UNew ORepair/Replace ODemolition Description of Work: �TD��c-'� �� � cS\ � Color thru tile: Submittal Fee$ Permit Fee$ `J J CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ 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$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection hick occurs seven (7) days after the building permit is is ued. In he absence of such posted notice, the inspection ill not b ap oved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The for o' ins ent was aclwowledged before me this The foregoin instrument was ackno edged before e this day of day of 2011,by who per ovally known to me o ho has produced wh is personally known to a or who has p oduced As identification and who did take an oath. as identification and who did take an oath. NOTARY P LIC: NOTARY PUBLIC: `os Sign: Sign: Print: C`PupUc S`s geP 23 20 Print: My Commission Expir �, ,_My c S;On °�a y ;$, . _ �emm�s N My Commission Expires: 4 '' ter: dedj"`pQ APPROVED BY "l� Plans Examiner Zoning Structural Review Clerk (Revised 5/2/2012)(Revised 3/12/2012))(Revised 06/10/2009)(Revised 3/15/09)(Revised 7/10/2007) •D�`�!�S Ib ty� � ,5v Vj Engineering Cover Sheet This cover sheet is provided as per Florida Statute 61G15-31.003 in lieu of si individual sheet. An index sheet of the truss designs in attached which is n ,rib eej at t e�� identification and date of each drawing. Engineer of Truss Design Package I ORLANDO M. FORTUN CONSULTING ENGINEERS, P.A CIVIL/STRUCTURAL P.E.-22249— EB—00512 7220 S.W. 39" TERRACE MIAMI, FL. 33155 PHONE 305) 262-6225 FAX (305) 262-2014 Project Name: MR. AND MRS. ARENAS 889 N.E. 97 ST. MIAMI SHORES,FLORIDA Building Authority: MIAMI SHORES, FLORIDA Design Load: 30 + 15 + 0 +10 psf Building Code: FBC2007/TPI 2002 /ASCE7-05 Software Used: MITek@>20/20 2000 Ver. 7.14 Project Engineer of Record: 0 I OO o P ly y N51J ENGIN 5,F.A CIVIL 5TRUCTUKAL E.22249 rt; 7220 5N.39th TERK MIAMI,FLA, 33155 L TEL-(305)262-6225 FAX-(305)262-2014 JAN 19 2012 To: Reaction Summmy ARENAS Job Number: Page: 1 Project: Block No: Date: 01-19-2012-11:27:25 AM Model: Lot No: Project ID: arenas Contact: site: office: Deliver To: Account No: Name: Designer: mtm Phone: Salesperson: Fax: Quote Number: Tentative Deliv Date: Profile: Qty: Truss Id: Span: Truss Type: Slope: Reactions: 2-0-11 Joint 10 Joint 8 16 F1 18-8-0 MONO TRUSS 0.25 3591bs. 1686Ibs. 84 lbs.each 1 Row Lat Brace 3.83 -3266 lbs. �p JAN 012 oan +( CONS TING ENG EEK5,PA, a CI L/5T CTUKAL . .22249 i� 7220 5.W.39th TEIZR MIAMI,ELA, 33155 e ° TEL-(305)262-6225 FAX-(305)262-2014 Job Truss Truss Type f oty ply ARENAS F1 MONO TRUSS 16 1 Royal Truss Co Job Reference(optional) ya rporation,Hialeah Gardens,Ff.33016 7.250 s Mar 23 2011 MTek Industries,Inc. Thu Jan 19 11:27:58 2012 Page 1 5-9 12 ID:uc99i1 GAxWdGv123JSmnzQyy8Q3Z-IznQ?1 dtjy06gE67hOCNkN5t1 bXBmf4eLLSiSrztppl 11-4-0 13 8 0 18-8-0 5-9-12 55-6-4 2-4 0 5-0-0 Scale=1:33.4 0.25 F1 2 05= 2x4 11 3x4 6x6= 6x8= 1 2 3 4 5 6 3x4= M r` 14 10 11 9 12 8 13 7 3x4 11 6x10= 8x8= 7x8= 3.83 F1 2 11-8-0 i 2-0-0 6-0-0 5-9-12 114-0 1 13 8 0 18 8-O 5-9-12 5-6-4 2-0-0 5-" , 8:03 ,Ed e Plate Offsets X, 5:0-2-120-2-0 0- 8 0- -4 2 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.87 Vert(LL) -0.07 9-10 >999 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.00 BC 0.97 Vert(TL) -0.11 9-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.03 8 n/a n!a BCDL 10.0 Code FBC20071TPI2002 (Matra) Wind(LL) 0.59 6-7 >149 120 Weight:85 lb FT=0% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 2-2-0 cc BOT CHORD 2 X 4 SYP No.2ND*Except* purlins, exce pt end verticals. 7-10:2 X 4 SYP SS BOT CHORD Rigid ceiling directly applied or 2-2-0 cc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in REACTIONS .(Ib/size) 10=351!0-8-0 (min.0-1-8),8=1686/0-8-0 (min.0-2-5) accordance with Stabilizer Installation guide. - Max Horz 10=307(LC 3) Max Uplift8=-3265(LC 3) Max Grav 10=360(LC 11),8=1686(LC 1) FORCES (Ib).-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=-280/28,1-2=-1272/349,2-3=-12561346,3-4=-1256/349, ' 4-5=-4546/1649,5-6=-1844/905 BOT CHORD 10-11=-4611210,9-11=-4611210,9-12=-1647/4270,8-12=-1647/4270, 8-13=-905/1574,7-13=-905/1574,7-14=-969/1815,6-14=-949/1821 WEBS 1-9=-43811474,2-9=-513/704,4-9=-3437/2033,4-8=-893/1354, 5-7=-1299/407,5-8=-1 178t3313 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;146mph(3-second gust);TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;Cat.11;Exp C;partially;C-C JAN 19 2012 Exterior(2);cantilever right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcY(� ® V®rt u n Ula 5)Provide mechanical connection(by others)of truss to bearing ate ca bleIIIF �A 9 p pa Wlthstad 9 6)This truss has been designed for a moving concentrated load of 200.Olb live I t `at al mid panels n l Wrgkp,4 points along the Bottom Chord,nonconcurrent with any other live loads. FE.2224-9 t LOAD CASE{S} Standard 7228 StV,3fth 1ERR MIAMI,FLA, MN ,r 3 TEL-(W5)202-6225 FAX-(560)2'02 14 1 s 1{ This,as#ety a�ler# ayall�ol is ass [ tIrati � �,'kv �i? 13lsgnst�+r'a: +�ndttion' attentionL PERSONAI.SAP*ET�r 1,[NYi?,4.; t hc+ni` _ a r #ist U tnt st�ct lc�n heed s rn You.see this sylb 1#. �h i*iEi2 k " ±milt tafflkely rcli# ICS'`sa1Qs prstanal G,l}UTI IV, A AUTIQN identl#1 sa#e`rap !Ili FAi 1 Q AR 1N deg cr#be> a condltlan;1.practices or iridlcateo unsa a orldlttora '#itat I( ' h rl� a Ili I t fi las rl lstr l t aa:a uid:rs uitin: result in;personal:Injury'or ciamlita.s#rfaatiarer`` ` ppr� st tl�jury`o#,stage�;#c s#rct�Ires. Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL TRUSS;PLATE INSTITUTE 5$3 D Qnotdo Dr.,Suite 200 PLATE CONNECTED WOOD TRUSSES® Madison,Wisconsin s37i9 It is the responsibility of the installer (builder, building contractor, licensed parsonnelinihewoodtrussindu(sos}833-5900 �str y,butmust,duetothe nature ofresponsibilities contractor, erector or erection contractor) to properly recelve, unload store involved,be presented as a guide for the use of a qualified building designer or handle, install and brace metal plate connected wood trusses to protect fife and lnstaller,Thus,theTrussPlatelnstltute,Inc.expressly disclaims any responsibility property,The installer must exercise the same high degree.ofsafetyawarenessas fordamogesorisingfromtheuse,applicationorrellanceonthgrecommendations with any other structural material.TPl does not intent these reoommendationsto and Information contained herein by building designers,Installers,and others. beinterpreted as euperiorto the projectArchitect's or E.ngineer'ed"Ignspeoifioation Copyright 0 by Truss Plate Institute,Inc. All rights reserved;This document or for handling,installing and bracing woodtruseesforaparticularroofo flQor.These any partthereof must not be reproduced In any form wlthout:written permission recommendations are based upon the collective experience of leadingtechnioal of the publisher.Printed in the United States of America, CAUTIp11i:The p.4tiidQr,bi;ildilt 1 ti#�Ql'k �g-, , fii I� ►ors t'. t.?t ldl 03. eIeSO 6 4.; �lt�earinee#inns' virped to Qbtain_and.'read#hp cntYi a Iagl�Iet?' aCt�k$ � rQtiJs ba ,x+i#l�raalniimn"ci ��i:Gdalls.All mentsry and R±�comrx►encia n #i a dli 5 h $. n>�i� y �ort +r r o I k< il,d taiti- iy stalllnS & Braping':l�llotai ,F?Iete Connccd 4a�a5j'� ,r Kss �dnl1a+� oetk'dr irl . pcc�rT Trusses, kiiB-Stu#rolntie`Truss Plat II1I#it a ; c,iI1TdoI9CS ±1rgr` tlt�#. ansaIIan. " TRUSSf STO ,n�V; RA►GEyh�}ya,` ,. / nJd$ 'anii �tail sine r i a I I ! � 1 { Trusses stared horizontallyshould be.sup- ported on blocking to prevent excessive Trusses stored vertically should be lateral bending and lessen moisture gain. braced'to.prevent toppling or tipping. '� °1Nw<iR1C1,IVG, c no#l�re }dlia �!IntaliNt , � IEq'�oitide triicItt� l,ess 1 t ion-beglns.o'r:Iiffibundled;t#ts 7 . f$�a '2 ° 5151.L{or; Aid „" ,?' t �,J}{+� /� ..■y(�.�QQ-. �f[L7�Iy�. Rp /� � �' S% '�. �.:i.- 4 L'4 Ik�.. Rff V4 .�'4`5�'�� i P 5i 7��. �"fld�' t'S'.,� T"'➢'mTCCT� m�4#'f a'.� �f F iy�1 l� WARNIN�i; r Frame 1 WARNING. Do,not a0asch eapll s, c�l�tn$r Qr`" iIARNI► G;�u tptlaftsin�letr es1Kith pane` hooka to the we members, Ao600 �RIMECI ilAf u11�AL'� or less .,IN�Tq,I�A 1nX1t.; Tag Approximately Approximately Tag Line 1/2 truss length '/s truss length Line Truss spans less than 30'. Lifting devices should be connected to the truss top chord with a closed-loop Strangback! Spreader Bar attachment utilizing materials such as S .� slings,chains,cables,nylon strapping, preaderi lar Toe in Toe In etc. of sufficient strength to carry the --.� weight of the truss.Each truss should be set in proper position per the building l designer's framing plan and held with Approximately the fitting device until the ends of the {,— Approximately r/2 to ifs truss len th truss are securely fastened and tempo- 3rs to V4 truss length i Less than or equal to 60' rary bracing Is installed. F Greater than 601 •II Tag Line Tag Spreader Bar ne Stron g bac W SpreaderBar 10' 10' Toe In Toe In At or above F mid-height Approximately ApproximatelYi 1/2 to Y3 truss length Va to Y4 truss length Less than or equal to 60' Tag Tag .Line. Line Greater than 64" GAt�1T�Q4r;Tirloiary5' ta�ln :' 1 � htharl ' � 4 etali . ..# jj ru. 043, ltfi,`rh' ii i ,Iry/� .i' ^S .�T T �,r�,�9' M"11"' M Pra.ei 19 4rra �e+i ke�fi I es� s a t ► pt +I 4`3 e.CQ Desl #I' eei=lk � � u� f i wo g e ? # F ► k"i 0,681we hODUND 8RA�GING,BUILDING INTERIOR'' GROUNQr BRACING 'BUILQiNG EXTERIOR F GBD Top Chord Typical vertical. YA End Wall Tde �\� l.gT attachment plan Q S "q \ r i / Blocking r Qr nd brace s -1 - �' crUcal(GB.O To Chord ` Ground Brace ' Verticals(GSO " Ground brace 1 tru of be diallvnala(GBD) Ground brace. 4' r F . !�, r„ } 7� .,r ' ] F 3;,;, uas of braced Ground brace u c i s r . of tru" Ground a y 3akh F,z ouA d ce i1-s) Note 2n tit�t>sy anaslt l� d�ra�ce t t c,A.s f,5} `$Q✓+1-s° Strut r �3 Backu 'd11o4 k N v $sly tf. ground r J { 4 ss` stake 9 floor i)rrien Typical borb;ontal tie member with ground stakes mlfltlAle stakes(M1j i o Y t Frame 2 "IN 110 0� —tz� R��N P , i DIl�GQ AL BRACE 4orgreater < $PACI4VS•tps�. SIGN '���'u�ip, tl 'tkTGI ll4 S�AIitii �3c�}yF #trusses N(il �IGUIIR� N �,q 11k,19 I n(i�i i ( i �N h NIN m}', U to 32' 4/12 81 20 15 Over 32'-48' 4/12 6' i—o—T 7 Over 48'-60' 4/12-- 12 5' 6 4 Over 60' See a registered professional engineer DF-Douglas Fir-Larch SP-Southern Pine Y.,. HF-Hem-Fir SPF-Spruce-Pine-Fir zr{r i Continuous Top Chord r - All lateral braces Lateral Brace lapped at least 2 Required n 5 trUSSeS" 10"or Greater Y r r Attachment � r 1P Required O �t? Top chords thatare laterally braced can buckle ' togetherand causecollapse lfthere isno diago- ti nel bracing.Diagonal bracing should be nailed i= s to the underside of the top chord when purlins � are attached to the topside of the top chord E TRIJrJF! } a� � t ..�:.� L 1t t3 � 1 tai.::6 `�:.�t� �,„,..• MINIM UM TOF CHORD ,' DiAGONAI�I��AC� PITCH LATERAL BRAG 8 F+1lCING 12 SPAN IN FERENC SPACING(Lia i Up to 28' 2.5 7' 17 12 f� Over 28'-42' 3.0 6' 9 6 S/ Over 42'-60' 3.0 5' 5 3 Over 60' See a registered professional engineer DF-Douglas Fir-Larch SP-Southern Pine HF-,Hem-Fir SPF-Spruce-Pine-Fir `: # t Continuous Top Chord Lateral Brace -- ` All lateral braces r :. Required lapped at least 2 a Pp ar,t I trusses. 10"or Greater aef� Attachment - Required Top chordathetare laterally braced can buckI Q� togetharandcausecolla { ���,y�a� � Q pse11thereisnodlago- nut bracing.Diagonal bracing should be nailed 4 t a ff7 � to the underside of the top chord when purlins are attached to the topside of the top chord. F J A i WISSQRvt4usS ( Frame 3 12 —� 4 or greater BOTTOM CHORD BOTTOMU(CHORD DIAGONAL BRACE U{: m u MINiMUM LATERAL BRACE sPACING()BS) SPAN i PITCH'*.:*-.;'.**` SPA`CITIGi(L[35) [i trusses] �'. Up to 32'. 4/12 16' ' 20 15 Over 32'-48' 4/12 15' 10 Over 48'-60 4/1 6 4 Over 60' 1 See a registered profess[onal engineer DF-Dopglas FIr-Larch SP-southern Pine HF-Hein-Fir SPF-spruce-Pine-Fir i w. re I r�r�i All lateral braces- r44�,� lapped at least 2 �6r trusses. Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. BO�'TOM CHARD PLANE i r A�NIfa1r F1urexctal� hesa W ssv�rs 1��C�Ans1 � _ ������� �� � i� ,� � ' ,°� � , • t` �`r I i vs, Cross bracing repeated at each end of the ~°s4P 'Pp building and-at 20' ! Intervals. I i A -Permanent % continuous lateral bracing as specified by the o truss engineering. fY 2 t e , »s' s v�. F xK WEB MEMBER PLANE: ' Frame 4 2x4/2x6 PARALLEL' Continuous TOP CHORD Top Chord TOP CHORD. DIAGONAL BRAGS' CHORD TRUSS Lateral Brace MINIMUM LATERAL BRCE SP+4CiNG (DBsj "` Required SPAN DEPTH SPACING{LB #trusses S� Top chords thatar®laterally braced can buckle S P.1 D F S P F/H F togetherandcausecollapseiftherelsnodiaoo• 10"or Greater Up to 32' 30' 8' 16 10 nal bracing.Diagonal bracing should be nailed Over 32'-48' 42 6' 6 4 to the underside of the top chord when purllns are attached to the topside of the top chord. Over 48'-60' 48" 5' 4 2 Over 60' See a registered professional engineer Attachment DF-Douglas Fir-Larch SP-Southern Pine Required HF-Hem-Fir SPF-Spruce-Pine-Fir SFF`k�2r 00. 304 i or greater / greater f }t yII9 { W Ltyy 5, L 1`^I �y�•i'F�`�4'**tt�k�i�'I4q"�' +� 1��i�py1—^�Xt i'..y�Mt 3�'t�.1`d 71 Y � �5 T ' /The end diagonal brace f>F-,tt'e'�,, �Lw�#yfs,rzz`r' R ,rnri+i cuz,-{�,rt�,t'+i-'viFi rt _� 's•r for cantilevered End diagonals HC{B� f rti fig nt K i i trusses must be stability and-m at be dupht placed on vertical both ends of the truss system. webs in line witha the support. WARNING FailJAte, 0 01104nt aa�e rye n�im�rtd;�t��ns go�lld rQ�l�lt in t I 4x2 PARALLEL CHORD TRUSSJO CHORD Continuous Top Chord Top chords that are laterally braced can buckle Lateral Brace togetherand cause collapse if there lsnodiago• Required nal bracing.Diagonal bracing should benailed to the underside of the top chord when purlins 10"OC Greater are attached to the topside of the top chord. z Attachment / Required ---'' � 7s rr 3p'EQ$� hrQ ` / Uss��2�0 w FM k Trusses musthave lum- ber oriented In the hori- zontal direction to use t� � T �sy� + y�xx" tvxr" z dt this brace spacing. '.� k v �Yp R i w i3 1 t avt '`fm {fir i c a i' d x dF�,3 v iwa End diagonals are 'y tt #mgrf r�� Li } £ easel{ P a� s r �r , uJU str stab }ility and must be dup`litei� x d both Frame 5 p I't 12 / TOF?`CHOHI)'' i 3 or greater TOR.CHORD DIAGONALI (iACE ff MINIMUM LATERAL BRACE SPACING f78 Qs/ SPAN PITCH '°SPACING(LBg) `[#trusse$] SP DF SPF HF:. Up to 24' 3/12 8' 17 12 Over 24'-42' 3/12 7' 10 6 Over 42'-54' 3112 6' 6 4 Over 54' See a registered professional engineer DF-Douglas Fir-Larch SP-Southern Pine 4 HF-Hem-Fir SPF-Spruce-Pine-Fir'��y ryo ,7u o y @� �p r ms's. I f All lateral braces x lapped ate least 2 W, trusses. Diagonal brace also required onf, end verticals. Continuous Top Chord Lateral Brace a s Required Top chords that are laterally braced can buckle r togetherand cause collapse ifthereisnodiago- 3 10'( Greater net bracing.Diagonal bracing should be nail ed to the underside of the top chord when purlins ' are attached to the topside of the top chord. Attachment MONO TRUSS :s � .` It Required i�/ARIV�Nralira# rt11 ��4rhel� taIul4rtt� j AN LATION TOLERANCES, Bow k , Length L(In) i I i PLUMB D(in)` D/50' D(ft).;; ........:.:::::::::::::::::::::::::::::::: 12" 1/4' t 24" 2" 2' L/200 or 2" 36" 3/4" 3' 4W 1" 4' j 72" 1-1/4" 5' L(in) c L(In) i 72" 1-1/2" 6' i 84" 1-3/4" 7' Truss i 96" Z' 8' Depth i 108" 9' 2 D(in) :.:..:................ Leaser of tIle i i Lesser of 1.1200 or 2" j i D/50 or 2 L([ri) 11200 L(ft) Maximum 50" 1 4" 4 2' 200" Misplacement Plumb 100" 2" 8.31 250" 150" 314" 12.5' 300" OUT-OF-PLUMB INSTALLATION TOLERANCES. OUT-OF-PLANE INSTALLATION TOLERANCES. ' WARNINQ I.P o:rlct,l ut trusses. nctrs r yt/t�oprl , i�p�fi n ei r� tiga�e 1 Ged t' rt:l�rtbracetl.',trl�ssiys� ; Frame 6 P FORM 1100A-08 ----°e- FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: ADDITION TO ARENAS RESIDENCE Builder Name: Street: 889 NE 97th St. Permit Office: MIAMI SHORES City,State,Zip: MIAMI SHORES,FL,33138- Permit Number: Owner: Mr.And Mr.Jorge Arenas Jurisdiction: 232600 Design Location: FL,Miami 1. New construction or existing Addition 9. Wall Types(792.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=5.0 684.00 ft2 b.Concrete Block-Int Insul,Adjacent R=5.0 108.00 ft2 3. Number of units,if multiple family 4 c.N/A R-- ft2 4. Number of Bedrooms(Bedrms In Addition) 4(1) d.N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types (723.0 sqft.) Insulation Area 6. Conditioned floor area(ft2) 723 a.Cathedral/Single Assembly(Vented) R=19.0 723.00 ft2 b.N/A Rte_,- ft2 7. Windows(79.3 sqft.) Description Area c.N/A R= ft2 a. U-Factor: Sgl,U=1.27 46.00 ft2 SHGC: SHGC=0.75 11.Ducts - b. U-Factor: Sgl,U=1.67 33.33 ft2 a. Sup:Interior Rot:Interior AH:Interior Sup.R=4,144.6 ft2 SHGC: SHGC=0.53 12.Cooling systems- c. U-Factor: N/A ft2 a.Central Unit Cap:11.2 kBtu/hr SHGC: SEER-116 d. U-Factor: N/A ft2 13.Heating systems- SHGC: a.Electric Strip Heat Cap:7.2 kBtu/hr e. U-Factor: N/A ft2 COP:1 SHGC: 8. Floor Types (723.0 sqft.) Insulation Area 14.Hot water systems-Replacement equipment a.Electric Cap:1 gallons a.Slab-On-Grade Edge Insulation R=0.0 723.01 ft2 EF:0.95 b.N/A R= ft2 b. Conservation features c.N/A R= ft2 None 15.Credits None Glass/Floor Area: 0.110 Total As-Built Modified Loads: 19.47 PASS CS Total Baseline Loads: 23.43 /�1ti7 1 hereby certify that the plans and specifications covered by Review of the plans and ST4 this calculation are in compliance with the Florida Energy , specifications covered by this Code. calculation indicates compliance with the Florida Energy Code. * PREPARED BY: _ __ -_ Before construction is completed DATE: - -_- this building will be inspected for compliance with Section 553.908 A Florida Statutes. I hereby certify that this building,as designed,is in compliance v with the Florida Energy Code. OD'WE V OWNER/AGENT:- - - _ _ BUILDING OFFICIAL: DATE: DATE: - -- 3/20/2012 4:17 PM EnergyGauge®USA-FlaRes2008 Page 1 of 5 t i PROJECT Title: ADDITION TO ARENAS RES Bedrooms: 4 Adress Type: Street Address Building Type: FLAsBuilt Conditioned Area: 723 Lot# Owner: Mr.And Mr.Jorge Arenas Total Stories: 1 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 889 NE 97th St. Permit Office: MIAMI SHORES Cross Ventilation: County: MIAMI-DADE Jurisdiction: 232600 Whole House Fan: City,State,Zip: MIAMI SHORES, Family Type: Single-family FL, 33138- New/Existing: Addition Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Miami FL_MIAMI_INTL_AP 1 51 90 75 70 149.5 56 Low FLOORS # Floor Type Perimeter R-Value Area Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio 88 ft 0 723.01 ft2 0 0 1 ROOF Roof Gable Roof Solar Deck \/ # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Flat Composition shingles 726 ft2 30 ft2 Medium 0.96 No 3 4.8 deg / ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 No attic Vented 300 723 ft2 N N CEILING V_ # Ceiling Type R-Value Area FramingFrac Truss Type - 1 Cathedral/Single Assembly(Vented) 19 723 ft2 0.11 Wood WALLS Cavity Sheathing Framing Solar # Ornt Adjacent To Wall Type R-Value Area R-Value Fraction Absor. 1 E Exterior Concrete Block-Int Insul 5 252 ft2 0 0 0.8 2 N Exterior Concrete Block-Int Insul 5 324 ft2 0 0 0.8 3 W Exterior Concrete Block-Int Insul 5 108 ft2 0 0 0.8 4 E Garage Concrete Block-Int Insul 5 108 ft2 5 0 0.01 3/20/2012 4:17 PM EnergyGauge®USA-FlaRes2008 Page 2 of 5 r r I I WINDOWS Orientation shown is the entered,asBuilt orientation. Overhang # Omt Frame Panes NFRC U-Factor SHGC Storms Area Depth Separation Int Shade Screening 1 E Metal Single(Clear) Yes 1.27 0.75 N 16 ft2 0 ft 0 in 0 ft 0 in HERS 2006 None 2 E Metal Single(Clear) Yes 1.67 0.53 N 33.33499 0 ft 0 in 0 ft 0 in HERS 2006 None 3 N Metal Single(Clear) Yes 1.27 0.75 N 30 ft2 0 ft 0 in 0 ft 0 in HERS 2006 None INFILTRATION&VENTING ----Forced Ventilation--- Run Time Fan 0 Method SLA CFM 50 ACH 50 ELA EgLA Supply CFM Exhaust CFM Fraction Watts Default 0.00050 948 8.74 52.1 97.9 0 cfm 0 cfm 0 0 d GARAGE y # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 384 ft2 384 ft2 64 ft 8 ft 11 d COOLING SYSTEM G 0 # System-Type Subtype Efficiency - -Capacity- Air Flow SHR Ducts 1 Central Unit None SEER:16 29 kBtu/hr 870 cfm 0.75 sys#0 HEATING SYSTEM # System Type Subtype Efficiency Capacity Ducts 1 Electric Strip Heat None COP:1 17 kBtu/hr sys#0 HOT WATER SYSTEM # System Type EF Cap-- Use SetPnt Conservation 1 Electric 0.95 1 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft2 DUCTS / ----Supply---- ----Return---- Air Percent \/ # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Interior 4 144.6 ft Interior 36.15 ft Default Leakage Interior (Default) (Default)% 3/20/2012 4:17 PM EnergyGaugeO USA-FlaRes2008 Page 3 of 5 TEMPERATURES Programable Thermostat:N Ceiling Fans: Cooling XX��Jan ((XX��Feb rX�Mar �C�Apr Ma [[XX��Jun ��CC'��Jul Aug Se [[XX�'�Oct ��XX�'�Nov Dec Heating [X]Jan [X]Feb EX]Mar [X]Apr May lX]Jun [X]Jul Au ep [X]Oct [X]Nov Dec Ventin [[[[[[�X]]Jan [[�X]]Feb Xl Mar [[X]Apr May L[�Xll Jun [[�Xll Jul Aug Se [[�Xll Oct [[fix]]Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating(WEH) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 3/20/2012 4:17 PM EnergyGauge®USA-FlaRes2008 Page 4 of 5 FORM 1100A-08 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 889 NE 97th St. PERMIT#: MIAMI SHORES, FL,33138- INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors jN1106 AB.1.1 Maximum:.3 cfmNq ft.window area;.5 cfm/sq.ft.door area__ Exterior&Adjacent Walls N1106.AB.1.2 Caulk,gasket,weatherstrip or seal between:windows/doors& frames,surrounding wall;foundation&wall sole or sill plate;joints between exterior wall panels at corners;utility penetrations; between wall panels&top/bottom plates;between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from,and is sealed to,the foundation to the _ top_plate. Floors N1106.AB.1.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter,penetrations and seams. Ceilings N1106.AB.1.2 Between walls&ceilings;penetrations of ceiling plane to top floor; around shafts,chases,soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate;attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seams.__ t Recessed Lighting Fixtures N1106.AB.1.2 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC with<2.0 cfm from conditioned space, tested. -Multi-story Houses N1106.AB.1.2 Air barrier on perimeter of floor cavity between floors Additional Infiltration regts N1106.AB 1.3 Exhaust fans vented to outdoors,dampers;combustion space 1-- heaters comply with NFPA,have combustion air. OTHER PRESCRIPTIVE MEASURES(must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters N1112.AB.3 Comply with efficiency requirements in Table N1112.ABC.3 Switch or clearly marked circuit breaker(electric)or cutoff(gas) must be provided.External or built-in heat traaprequired. Swimming Pools&Spas N1112.AB.2.3 Spas&heated pools must have covers(except solar heated). Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficiency of 78%. Heat pump pool heaters shall have a minimum COP of 4.0. Shower heads N1112.A13.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems N1110.AB All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed,insulated and installed in accordance with the criteria of Section N1110.AB. Ducts in unconditioned attics:R-6 min.insulation. -- -- - - system. -- _- ea h readily accessible manual or automatic thermostat fo HVAC Controls N1 107.A6.2 Separate rea r - Insulation N1104.AB.1 Ceilings-Min. R-19.Common walls-frame R-11 or CBS R-3 both N1 102.13.1.1 sides.Common ceiling&floors R-11. 3/20/2012 4:17 PM EnergyGauge®USA-RaRes2008 Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 83 The lower the EnergyPerformance Index,the more efficient the home. 889 NE 97th St., MIAMI SHORES, FL, 33138- 1. New construction or existing Addition 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=5.0 684.00 ft2 b.Concrete Block-Int Insul,Adjacent R=5.0 108.00 ft2 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 4 d.N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types Insulation Area 6. Conditioned floor area(ft2) 723 a.Cathedral/Single Assembly(Vented) R=19.0 723.00 ft2 b.N/A R= ft2 7. Windows`* Description Area c.N/A R= ft2 a. U-Factor: Sgl,U=1.27 46.00 ft2 SHGC: SHGC=0.75 11.Ducts - b. U-Factor: Sgl,U=1.67 33.33 ft2 a. Sup:Interior Ret:Interior AH:Interior Sup.R=4,144.6 ft2 SHGC: SHGC=0.53 12.Cooling systems- c. U-Factor: N/A ft2 a.Central Unit Cap:11.2 kBtu/hr SHGC: SEER:16 d. U-Factor: N/A ft2 13.Heating systems- SHGC: a.Electric Strip Heat Cap:7.2 kBtu/hr e. U-Factor: N/A ft2 COP:1 SHGC: 14.Hot water systems-Replacement equipment 8. Floor Types Insulation Area a.Electric Cap:1 gallons a.Slab-On-Grade Edge Insulation R=0.0 723.01 ft2 EF:0.95 b.N/A R= ft2 b. Conservation features c.N/A R= ft2 None 15.Credits None I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the.above energy saving features which will be installed(or exceeded) in this home before final inspection. Otherwise,a new EPL Display Card will be completed ' `F,; based on installed Code compliant a tures. Builder Signature: Date: Address of New Home: Nr 9 City/FL Zip: WA I *Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA- FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100,your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638-1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction,contact the Department of Community Affairs at(850)487-1824. **Label required by Section 13-104.4.5 of the Florida Building Code, Building, or Section 82.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGauge@ USA-FlaRes2008 B'hv00, 1essiden#014 Udht Comm6rclel HVAC Lam. - Elite sofiterom 6ei rat;to i ERA Technicei Services Addition::;, Wimi,A'�3i77"," _ Project Report I 1. ene W r�t Information Project Title: Addition Project Date: Tuesday, March 20,2012 Client Name: Mr.And Mr.Jorge Arenas Client Address: 889 Ne 97th St. Client City: Miami Shores, Fl.33138 Company Name: Eusebio M. Mora Company Address: 7003 SW 63rd Ave. j Company City: Miami, Fl.33143 Reference City: Miami, Florida Building Orientation: Front door faces South Daily Temperature Range: Low Latitude: 25 Degrees Elevation: 7 ,ft. Altitude Factor: 1.000 Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 47 44.1 80% n/a 70 n/a Summer: 90 77 56% 50% 75 55 E Total Building Supply CFM: 2,001 CFM Per Square ft.: 0.841 Square ft.of Room Area: 2,379 Square ft. Per Ton: 485 Volume (ft3)of Cond. Space: 23,072 Btlldit l meads ' Total Heating Required Including Ventilation Air 48,419 Btuh 48.419 MBH Total Sensible Gain: 44,000 Btuh 75 % Total Latent Gain: 14,847 Btuh 25 % Total Cooling Required Including Ventilation Air: 58,847 Btuh 4.90 Tons(Based On Sensible+Latent) _.__.. _ Rhvac is an ACCA approved Manual_J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at I your design conditions. ef X�lx 1w--40e, I I I i I _ 112- C:\...\ARENAS RESIDENCE.rhv Tuesday,March 20, 2012,4:33 PM i i `F;IMM,-Residential&Light Cornmerelal liVAC t oads BFtie S care I�ewE�pp�tent,ice.� �I MBaAmi,Technical rvices Total Buildi Summary Loads - qprnpanent .� �cptirt �� � � at1 � . 1 A cm-o:Glazing-Single pane,operable window,clear, 181 5,287 0 13,272 Al 13,272 metal frame no break, u-value 1.27,SHGC 0.75 10A-m:Glazing-French door,single pane clear glass, 68.3 2,624 0 3,808 3,808 metal frame no break, u-value 1.67, SHGC 0.53 11 D: Door-Wood-Solid Core 20 179 0 234 234 14E-0-8b:Wall-two courses brick,brick on concrete or 8 1138.5 10,159 0 7,642 7,642 inches concrete,two courses(8 inches) brick with no board insulation 14E-5-8b:Wall-two courses brick,brick on concrete or 8 604.7 5,397 0 3,753 3,753 inches concrete,two courses(8 inches)brick with R- 5 board insulation 14E-5-8b: Part-two courses brick, brick on concrete or 8 108 210 0 419 419 inches concrete,two courses (8 inches) brick with R- 5 board insulation 18A-19: Roof/Ceiling-Roof Joists Between Roof Deck 2379.5 4,926 0 6,425 6,425 and Ceiling or Foam Encapsulated Roof Joists, Dark or Bold-Color Asphalt Shingle, Dark Metal, Dark Membrane, Dark Tar and Gravel, R-19 blanket or loose fill 22A-ph: Floor-Slab on grade, No edge insulation,no 227 7,091 0 0 0 insulation below floor,any floor cover, passive, heavy moist soil Subtotals for structure: 35,873 0 35,553 35,553 People: 4 800 920 1,720 Equipment: 500 1,500 2,000 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration:Winter CFM:496, Summer CFM:365 12,546 13,547 6,027 19,574 Ventilation:Winter CFM:0, Summer CFM:0 0 0 0 0 Total Building Load Totals: 48,419 14,847 44,000 58,847 Total Building Supply eECFM. 2 001 CFM Per Square ft.. _. 0.841 g q Square ft. of Room Area: 2,379 Square ft. Per Ton: 485 Volume(pft3)yof Cond.Space 23,072 LR7��r1�'',Loaa �„`�,` '�• „. 3 R;,+Fi � .., _ . ,c;.; � ...k3 ,.;_ _.��.._.:,,.�-- ___-,._.,....� ..._... .._.-' 1,13 Total Heating Required Including Ventilation Air. 48,419 Btuh 48.419 MBH Total Sensible Gain: 44,000 Btuh 75 % Total Latent Gain: 14,847 Btuh 25 % Total Cooling Required Including Ventilation Air: 58,847 Btuh 4.90 Tons(Based On Sensible+Latent) Ctj _ -- N Rhvac is an ACCA approved Manual J and Manua!D computer program. Calculations are performed per ACCA Manual J 8th'Edition,Version 2,and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. I - C:\...\ARENAS RESIDENCE.rhv Tuesday, March-20,2012,4:33 PM RhU�_ResidetWal&U '�d11't medal NVAC LQaiIS elite. nf[ are YEI 3ftRiel ERA T chrlieal tviGeS i wwon Miami,FL 33177 .Page 3` 'I System 1 Existing Residence Summary Loads re 9m,poer n Ci t w._ .. :.. "'100, aaii�n y n � T 1 A-cm-o:Glazing-Single pane,operable window,clear, 181 5,287 0 �\ 13,272 13,272 . metal frame no break, u-value 1.27,SHGC 0.75 10A-m:Glazing-French door,single pane clear glass, 68.3 2,624 0 3,808 3,808 metal frame no break, u-value 1.67,SHGC 0.53 11 D: Door-Wood-Solid Core 20 179 0 234 234 14E-0-8b:Wall-two courses brick,brick on concrete or 8 1138.5 10,159 0 7,642 7,642 inches concrete,two courses(8 inches)brick with no board insulation 14E-5-8b:Wall-two courses brick,brick on concrete or 8 604.7 5,397 0 3,753 3,753 inches concrete,two courses(8 inches)brick with R- 5 board insulation 14E-5-8b: Part-two courses brick, brick on concrete or 8 108 210 0 419 419 inches concrete,two courses (8 inches) brick with R- 5 board insulation 18A-19: Roof/Ceiling-Roof Joists Between Roof Deck 2379.5 4,926 0 6,425 6,425 and Ceiling or Foam Encapsulated Roof Joists, Dark or Bold-Color Asphalt Shingle, Dark Metal, Dark Membrane, Dark Tar and Gravel, R-19 blanket or loose fill 22A-ph: Floor-Slab on grade, No edge insulation, no 227 7,091 0 0 0 insulation below floor,any floor cover, passive,heavy moist soil Subtotals for structure: 35,873 0 35,553 35,553 People: 4 800 920 1,720 Equipment: 500 1,500 2,000 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration:Winter CFM:496, Summer CFM:365 12,546 13,547 6,027 19,574 Ventilation:Winter CFM:0,Summer CFM:0 0 0 0 0 System 1 Existing Residence Load Totals: 48,419 14,847 44,000 58,847 check Factures... : ' _ . . Supply CFM: 2,001 CFM Per Square ft.: 0.841 Square ft. of Room Area: 2,379 Square ft. Per Ton: 485 Volume(ft3) of Cond. Space: 23,072 yst t Loa Total Heating Required Including Ventilation Air: 48,419 Btuh 48.419 MBH Total Sensible Gain: 44,000 Btuh 75 % Total Latent Gain: 14,847 Btuh 25 % Total Cooling Required Including Ventilation Air: 58,847 Btuh 4.90 Tons (Based On Sensible+Latent) Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2,and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. i C:\...\ARENAS RESIDENCE.rhv Tuesday, March 20,2012,4:33 PM U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Federal Emergency Management Agency I Expires March 31,2012 National Flood Insurance Program Important: Read the instructions on pages 1-9. SECTION A-PROPERTY INFORMATION Al. Building Owner's Name Jorge Arenas 1*151, M, I* lllwz um 0111P�1; J�' 4- A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. bet,-, 889 NW 97 Street City Miami Shore State FL ZIP Code 33138 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) LOT 23-24 BLK 73 Miami Chore Sec 3 PB 10-37 A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.)Residential A5. Latitude/Longitude:Lat.N25*51'54' Long.80*10'46' Horizontal Datum: [I NAD 1927 NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number IA A8. For a building with a crawlspace or anclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) N/A sq ft a) Square footage of attached garage 400 sq ft b) No.of permanent flood openings in the crawlspace or b) No.of permanent flood openings in the attached garage anclosure(s)within 1.0 foot above adjacent grade N/A within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b N/A sq in c) Total net area of flood openings in Ag.b N/A sq in d) Engineered flood openings? 0 Yes 0 No d) Engineered flood openings? Yes JR No SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION Bl.NFIP Community Name&Community Number B2.County Name __F573_.—State Miami-Dade Unicorporated 120635 1 MIAMI-DADE I FLORIDA B4.Map/Panel Number B5.Suffix B6.FIRM Index B7,FIRM Panel B8.Flood B9.Base Flood Elevation(s)(Zone 12086CO306 L Date Effective/Revised Date Zone(s) AD,use base flood depth) 09-11-2009 09-11-2009 X N/A 1310. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. 0 FIS Profile 0 FIRM 0 Community Determined [I Other(Describe)_ Bl 1. Indicate elevation datum used for BFE in Item 139: J@ NGVD 1929 [] NAVD 1988 [1 Other(Describe) B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? Yes 10 No Designation Date N/A [I CBRS [I OPA SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Cl. Building elevations are based on: El Construction Drawings* [I Building Under Construction* 0 Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations—Zones Al-A30,AE,AH,A(with BFE),VE,V1 430,V(with BFE),AR,ARIA,AR/AE,AR/Al­A30,AR/AH,AR/AO. Complete Items C2.a-h below according to the building diagram specifled in Item A7. Use the same datum as the BFE. Benchmark Utilized DCBMVertical Datum NGVD 1929 Conversion/Comments N/A Check the measurement used. a) Top of bottom floor(including basement,crawlspace,or enclosure floor)1 Q.R 0 feet 0 meters(Puerto Rico only) b) Top of the next higher boor W-A 0 feet [I meters(Puerto Rico only) c) Bottom of the lowest horizontal structural member(V Zones only) N/.A 0 feet [I meters(Puerto Rico only) d) Attached garage(top of slab) jk�Lo 0 feet El meters(Puerto Rico only) a) Lowest elevation of machinery or equipment servicing the building 9.90 0 feet meters(Puerto Rico only) (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 9.50 ID feet meters(Puerto Rico only) g) Highest adjacent(finished)grade next to building(HAG) 2-il M feet meters(Puerto Rico only) h) Lowest adjacent grade at lowest elevation of deck or stairs,including hLL6 [I feet meters(Puerto Rico only) structural support SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. /cer*that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code,Section 1001. Check here If comments are provided on back of form. Were latitude and longitude in Section A provided by a A licensed land surveyor? Yes [I No Certifier's Name EDDIE ANDRES MARTINF7 License Number LS6755 Title PRESIDENT ompany Name ZURWELLE-WHITTAKER,114C Address 1140 st treet, ulte 7 Hialeah State Fl, ZIP Code 33012 Signature Date 02/28/2012 Telephone 305 534 4668 FEMA Form 81-31,Mar 09 See reverse side for continuation. Replaces all previous editions t IMPORTANT: In these spaces,copy the corresponding Information from Section A. For Insurance Company Use: Building Street Address(including Apt.,Unit Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number 889 NE 97 Street City Miami Shore State FL ZIP Code 33138 Company NAIC Number , SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/company,and(3)building owner. Comments Coordinates obtained by Survey Grade GPS(Sokkia GS 2700 ISM Highest Crown of Road South West crown of Road E ev=9.30', Mechanical Equipment is A/C compressor on concrete slab top Elev—9.90' Benchmark used Miami-Dade County Locator Index:3350 SW,Name:N-800, Elevation 9.33',NGVD1929. Signature Date 02/28/2012 ❑ Check here if attachments SECTION E-BUILDING ELEVATIO NFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),corm to Items E1-E5. If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A,B, and C. For Items E1-E4,use natural g de,if available. Check the measurement used. In Puerto Rico only,enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom floor(including basement,crawispace,or enclosure)Is ❑feet ❑meters ❑above or❑below the HAG. b)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑above or❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 8-9 of Instructions),the next higher floor (elevation C2.b in the diagrams)of the building Is ❑feet ❑meters ❑above or ❑glow the HAG. E3. Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building Is ❑feet ❑meters ❑above or❑below the HAG. E5. Zone AO only: If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION I The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA Rued or ccmmun"rty4ssued BFE) or Zone AO must sign here. The statements In Sections A,A and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments , 0 CChKA-here If attachments SECTION G-COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E), and G of this Elevation Certificate. Complete the applicable item(s)and sign below. Check the measurement used in Items G8 and G9. G1.❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who is authorized by law to certify elevation Information. (Indicate the source and date of the elevation data in the Comments area below.) G2.❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone AO. G3.❑ The following information ptems G4-G9)is provided for community floodplain management purposes. G4.Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for ❑New Construction ❑Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building: ❑feet ❑meters(PR)Datum G9. BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑meters(PR)Datum G10.Community's design flood elevation ❑feet ❑meters(PR)Datum Local Official's Name Title Community Name Telephone Signature Date Comments Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address(including Apt., Unit, Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number 889 NE 97 Street City Miami Shores State FL ZIP Code 33138 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page on the reverse. f. -r Front View of House 02/28/2012 g Rear View of House 02/28/2012 �1 J emmla E.M.Mora-Architects,Inc. RE: Jorge Arenas—Covered Terrace 'ft's g RECEZ F 889 Northeast 97th Street, Miami Shores, Florida. Foundation /Uplift Calculations �m� L R25 K�,2- Wind Parameters: ASCE — 7 05 kd= 1 V=146 mph 1 = 1.0 Building Category 11 Exposure C Wind Load: q = .00256 K,. K Z t Kd V2 1 =.00256(.85)(1)(1)(1462) (1) = 46.38 PSF GCpi =0 G=0.85 Cp= .9 + .8 tAbove iCBelow(o.h.factor) P= q G Cp P=46.38(1)(.9+.8) = 78.85 psf GROSS UPLIFT = 79 psf Uplift Reaction n each truss location Tributary Area per truss—2'wide x 14'=28 SF (See following Sheet) TERRACE UPLIFT LOAD @ each truss 79 psf x 28 sf = 2212# TERRACE MAXIMUM UPLIFT LOAD @ each truss(D.L.x 1.5 ) 2212#x 1.5 fs = 3318# @ each truss Available Dead load Roof Dead Load=10 PSF x 28 SF=280# 2'wide concrete block wall = 12'x.67'x 2'x 120# = 1927# Compacted Fill = 1' x 2'x 2'x 150#=600# Concrete Slab = .33"x 2'x 2'x 150#=200# Footing Weight= 2.5'x 1.33'x 2'x 150#= 1000# TOTAL DEAD LOAD=4007# Check Stability with(D.L.x 1.5) Requirement 4007#>3318# O.K. USE: IV x 30" Continuous Footing 6761 Southwest 68th Terrace o South Miami, FL 33143 ® 305.740.5185 o moraarch @bellsoufh.nef � f LLJ t l I I ! I ! I I to — _ _ — - - TB— I ! DOSING 8" CONC � r�KED RESID. MASONRY §iQC RE 1 1.69KGr 1 1 1 3.32 K Up ft 0.624 K Gravity 1 0.600 K Uplift 11 1 I SLOP 1411 _ ! 1/4°per ft.mh ! � ! x ; I I � 1 m = r- N — — 0.624 K Gravity 9 K Gravi 0.600 K Uplift I 13.32 K Uplift — I I I I SLOPE 41' 1 I 1/4°per ft min TF 49ffARY AREA GV SF I ! il'-S" t ! / O.H. r— — — t STING " CONC. I.K. I I I XIST. T.B. I REST . MA Y STRU TUBE I I I I I f I I Ct I I I ! I I r- Job TT' - - - Yy ARENAS F1 MONO TRUSS 16 1 j i I Job Reference(optional) Royal Truss Corporation,Hialeah Gardens,Fl.33016 7.250 s Mar 23 2011 MiTek Industries,Inc. Thu Jan 1911:27:54 2012 Page 1 ID:uo99i1 GAxWdGvi23JSmnzQy8Q3Z-QCYv9gaNfkujBcoMSY8RZXxB1zAFgr53QjUUJ4ztppd 5-9-12 11-4-0 13-8-0 1848.0 5-9-12 5-6-4 2 4 0 5-0-0 Scale=1:33.4 025 12 2x4 I 1 3x4+ 6x6= 6x8= 4x5= 4 5 6 1 2 3 3x4 n 14 10 11 9 12 8 13 7 3x4 11 6x10= 8x8= 7x8= 3.83P-2 i 11-8-0 i 2-0-0 -- 5-0-0 i 5-9-12 11-4-0 1 13 8 0 18.8.0 5-9-12 5-6-4 2-0-0 5-0-0 Plate Offsets X, 5:0-2-12,0-2-0 :0-4-8 0-2-4 8:0-3-8 Ed e LOADING(pst) SPACING 2-0-0 a CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.87 Vert(LL) -0.07 9-10 >999 240 MT20 244/190 TCDL 15.0 Lumber Increase 1.00 BC 0.97 Vert(TL) -0.11 9-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.03 8 n/a nla BCDL 10.0 Code FBC2007/TP12002 (Matrix) Wind(LL) 0.59 6-7 >149 120 Weight:85 lb FT=0% LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood sheathing directly applied or 2-2-0 00 BOT CHORD 2 X 4 SYP No.2ND*Except* purlins, except end verticals. 7-10:2 X 4 SYP SS BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-9 MTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 10=351/0-8-0 (min.0-1-8),8=1686/0-8-0 (min.0-2-5) Max Horz 10=307(LC 3) Max Uplift8=-3265(LC 3) Max Grav 10=360(LC 11),8=1686(LC 1) FORCES (lb)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=-280/28,1-2--1272r349,2-3=-1256r346,34--1256/349, 4-5=-4546/1649,5-6--1844)905 BOT CHORD 10-11=461/210,9-11=461010,9-12=-1647/4270,8-12=-1647/4270, 8-13=-90511574,7-13---905/1574,7-14--969/1815,6-14--949/1821 WEBS 1-9=-43811474,2-9=-513!704,4-9=-3437/2033,4.8=-89311354, 5-7=12991407,5.8=-117813313 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;146mph(3-second gust);TCDL=5.Opsf-,BCDL=5.Opsf;h=15ft;Cat.11;Exp C;partially;CAN cantilever right exposed;Lumber DOL=1.33 plate grip DOL=1.33 e 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load noncon I 5)Provide mechanical connection(by others)of truss to bearing plate capable :." st i n oIQ 6)This truss has been designed for a moving concentrated load of 200.O1b liv I .>, mid pand'l§i EEC.PA, points along the Bottom Chord,nonconcurrent with any other live loads. `fix LpE URAL ,22249 LOAD CASE(S) Standard �0 6.W.39th TERR MIAMI,FLA, 83155 -2014 TEL-(305)262-6225 FAX-(305)202 Wind Version 2 . 0 . 2 . 5 per , SCE 7-05 Developed by MECA Enterprises, Inc. Copyright 2022 tnnv.mecaente rises.com Date 3/22/2012 Project No. : 2011-027 Company Name E.M.Mora-Architects Inc. Designed By : Eusebio Mora Address 6761 Southwest 68th Terrace Description : Arenas Addition & Remodeling City South Miami Customer Name : Jorge Arenas State Florida Proj Location : 889 Northeast 97th Street, Mia File Location: E:\Program Files\MECAWind\ArenasJorge.wnd Detailed Wired Load Desigta(I-fethod 2) per ASCE, 7-05 Basic Wind Speed(V) = 146.00 mph Structure Type = Building Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor - 1.00 Kd Directional Factor = 0.85 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Slope of Roof = 1.5 : 12 Slope of Roof(Theta) = 7.10 Deg Ht: Mean Roof Ht = 13.50 ft Type of Roof = Monoslope RHt: Ridge Ht = 14.00 ft Eht: Eave Height = 13.00 ft OH: Roof Overhang at Eave= 7.00 ft Roof Area = 4929.00 ft^ 2 Bldg Length Along Ridge - 77.00 ft Bldg Width Across Ridge= 57.00 ft Gust Factor Category I Rigid Structures - Simplified Method Gust1: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 15.00 ft lzm: Cc* (33/Zm)^0.167 = 0.23 Lzm: 1* (Zm/33)^Epsilon = 427.06 ft Q: (1/ (1+0.63* ( (B+Ht) /Lzm) ^0.63) ) ^0.5 = 0.91 Gust2: 0.925* ( (1+1.7*lzm*3.4*Q)/ (1+1.7*3.4*lzm) ) = 0.88 Gust Factor Summary Not a Flexible Structure use the Lessor of Gust1 or Gust2 = 0.85 Figure 6-5 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 Figure 6-6 External Pressure Coefficients Cp - Loads on Main Wind-Force Resisting Systems(Method 2) eta. L Z J7 Kh: 2.01* (Ht/Zg)^ (2/Alpha) = 0.65 Kht: Topographic Factor (Figure 6-4) = 1.00 Qh: .00256* (V) ^2*I*Kh*Kht*Kd = 39.37 psf Cpww: Windward Wall Cp(Ref Fig 6-6) = 0.80 Roof Area = 4929.00 ft^2 Reduction Factor based on Roof Area = 0.80 MWFRS-Wall Pressures Perpendicular to Ridge Wall Cp +GCpi(psf) -GCpi(psf) --------------- ------ ---------- ---------- Leeward Walls -0.50 -23.82 -9.65 Side Walls -0.70 -30.52 -16.34 Top Elev Bot Elev Kz Kzt qz Windward Wall- Total shear Moment ft ft psf +Gcpi -GCpi +/-GCpi Rip K-ft ---------------------------------------------------------------------------- 14.00 4.00 0.85 1.00 39.37 19.69 33.86 43.51 13.4 26.8 10.00 .00 0.85 1.00 39.37 19.69 33.86 43.51 46.9 328.3 Note: 1) Total = Leeward GCPi + Windward GCPi 2) Shear and Moment are sum of forces (Leeward+Windard) acting at 'Bot Elev' Roof - Dist from Windward Edge Cp +GCpi(psf) -GCpi(psf) --------------------------------- ------ ---------- 0.0 ft to 6.8 ft -0.90 -37.21 -23.03 6.8 ft to 13.5 ft -0.90 -37.21 -23.03 13.5 ft to 27.0 ft -0.50 -23.82 -9.65 27.0 ft to 57.Oft -0.30 -17.13 -2.95 MWFRS-Wall Pressures Parallel to Ridge Wall Cp +GCpi(psf) -GCpi(psf) --------------- ------ ---------- ---------- Leeward Walls -0.43 -21.47 -7.30 Side Walls -0.70 -30.52 -16.34 Top Elev Bot Slav Kz Kzt qz -WincIwar Wall- Total Shear Moment ft ft psf +GCpi -GCpi +j-GCpi Kip K-ft ---------------------------------------------------------------------------- 14.00 4.00 0.85 1.00 39.37 19.69 33.86 41.16 9.4 1.8.8 10.00 .00 0.85 1.00 39.37 19.69 33.86 41.16 32.8 229.9 Note: 1) Total = Leeward GCPi + Windward GCPi 2) Shear and Moment are sum of forces (Leeward+Windard) acting at 'Bot Elev' Roof - Dist from Windward Edge Cp +GCpi(psf) -GCpi(psf) --------------------------------- ------ ---------- ---------- 0.0 ft to 6.8 ft -0.90 -37.21 -23.03 6.8 ft to 13.5 ft -0.90 -37.21 -23.03 13.5 ft to 27.0 ft -0.50 -23.82 -9.65 27.0 ft to 77.0 ft -0.30 -17.13 -2.95 I MECAWind Version 2 . 0 .2 . 8 ASCE 7-05 Developed by MEGA Enterprises, Inc. Copyright 2012 www.mecaenterprises.com Date 3/22/2012 Project No. 2011-027 Company Name E.M.Mora-Architects Inc. Designed By Eusebio Mora Address 6761 Southwest 68th Terrace Description Arenas Addition & Remodeling City South Miami Customer Name Jorge Arenas State Florida Proj Location ; 889 Northeast 97th Street, Mia File Location: E:\Program Files\MECAWind\ArenasJorge.wnd I .rte 1 2a Roof not T. 3'�------------L T- i shmm 15 1 '' 1 a 1 11x' 2 -r-- f 2a Ulas A:lonosloye Roof 3<0--10 a Wind Pressure on Components and Cladding Width of Pressure Coefficient Zone "a" = 5.4 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft^2 GCp GCp psf psf -------------------------------------------------------------------------------- Window A 4.50 1.83 8.24 4 0.900 -0.990 42.524 -46.068 Window B 3.00 9.00 27.00 4 0.831 -0.921 39.825 -43.368 Window C 3.17 5.83 18.48 4 0.858 -0.948 40.855 -44.399 Door 1 6.00 6.67 40.02 4 0.804 -0.894 38.755 -42.299 Door 6 3.00 6.67 20.01 4 0.852 -0.942 40.639 -44.183 Khcc:Comp. & Clad. Table 6-3 Case 1 - 0.85 Qhcc: .00256*V^2*I*Khcc*Kht*Kd = 39.37 psf �x NEC Wind Version 2 . 0 . 2 . 8 per ASCE 7-05 ' Developed by MECA Enterprises, Inc. Copyright 2012 :,n�a.mecaenterp r ises.com Date 7 Pro 3/22/2012 ject No. : 2011-027 Company Name E.M.Mora-Architects Inc. Designed By : Eusebio Mora Address 6761 Southwest 68th Terrace Description : Arenas Addition & Remodeling City South Miami Customer Name : Jorge Arenas State Florida Proj Location : 889 Northeast 97th Street, Mia File Location: E:\Program Files\MECAWind\ArenasJorge.wnd User Input Data: Basic Wind Speed(V) = 146.00 mph Structure Type = Building Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure - No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Slope of Roof = 1.5 : 12 Slope of Roof(Theta) = 7.10 Deg Ht: Mean Roof Ht = 13.50 ft Type of Roof = Monoslope RHt: Ridge Ht = 14.00 ft Eht: Eave Height = 13.00 ft OH: Roof Overhang at Eave= 7.00 ft Roof Area = 4929.00 ft^ 2 Bldg Length Along Ridge = 77.00 ft Bldg Width Across Ridge= 57.00 ft Main Wind Force Resisting System(MWFRS) Figure 6-5 Internal Pressure Coefficients for Buildings, GCpi Enclosed Bldg +GCpi = 0.18 Enclosed Bldg -GCpi = -0.18 Figure 6-6 External Pressure Coefficients Cp - Loads on Main Wind-Force Resisting Systems(Method 2) MWFRS-Wall Pressures Perpendicular to Ridge Wall CP +GCpi(psf) -GCpi(Psf) --------------- ------ ---------- ---------- Leeward Walls -0.50 -23.82 -9.65 Side Walls -0.70 -30.52 -16.34 Top Elev Bot Elev Kz Kzt qz Windward Wall- Total shear Moment ft ft psf +GCpi -GCpi +/-GCpi Kip K-ft ---------------------------------------------------------------------------- 14.00 4.00 0.85 1.00 39.37 19.69 33.86 43.51 13.4 26.8 10.00 .00 0.85 1.00 39.37 19.69 33.86 43.51 46.9 328.3 Note: 1) Total = Leeward GCPi + Windward GCPi 2) Shear and Moment are sum of forces (Leeward+Windard) acting at 'Bot Elev' Roof - Dist from Windward Edge Cp +GCpi(pef) -GCpi(psf) --------------------------------- ------ ---------- ---------- 0.0 ft to 6.8 ft -0.90 -37.21 -23.03 6.8 ft to 13.5 ft -0.90 -37.21 -23.03 13.5 ft to 27.0 ft -0.50 -23.82 -9.65 27.0 ft to 57.Oft -0.30 -17.13 -2.95 -Wall Pressures Parallel to Ridge Wall Cp +GCpi(psf) -GCpi(psf) --------------- ------ ------ ---------- Leeward Walls -0.43 -21.47 -7.30 Side Walls -0.70 -30.52 -16.34 Top Elev Hot Elev Kz Kzt qz Windward Wall- Total Shear Moment ft ft psf +GCpi -GCpi +/-GCpi Kip K-ft ---------------------------------------------------------------------------- 14.00 4.00 0.85 1.00 39.37 19.69 33.86 41.16 9.4 18.8 10.00 .00 0.85 1.00 39.37 19.69 33.86 41.16 32.8 229.9 Note: 1) Total = Leeward GCPi + Windward GCPi 2) Shear and Moment are sum of forces (Leeward+Windard) acting at 'Bot Elev' Roof - Dist from Windward Edge Cp +GCpi(psf) -GCpi(psf) --------------------------------- ------ ---------- ---------- 0.0 ft to 6.8 ft -0.90 -37.21 -23.03 6.8 ft to 13.5 ft -0.90 -37.21 -23.03 13.5 ft to 27.0 ft -0.50 -23.82 -9.65 27.0 ft to 77.0 ft -0.30 -17.13 -2.95 Wind Pressure on Components and Cladding Width of Pressure Coefficient Zone "a" = 5.4 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft-'12 GCp GCp psf psf -------------------------------------------------------------------------------- Window A 4.50 1.83 8.24 4 0.900 -0.990 42.524 -46.068 Window B 3100 9100 27,40 4 0,831 -0,921 39,825 -43, 6$ Window C 3.17 5.83 18.48 4 0.858 -0.948 40.855 -44.399 Door 1 6.00 6.67 40.02 4 0.804 -0.894 38.755 -42.299 Door 6 3.00 6.67 20.01 4 0.852 -0.942 40.639 -44.183 Fro_m:,EstherShl�i -ToledFax:(306 CERTIFICATE +13067568972 Fax: +13067668972 INSURANCE 2 of 2 12!10/20124:35 12/10/2012 THIS CERTIFICATE 18 ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER($), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: N the certificate holder Is an ADDITIONAL INSURED, the policAles) must be endorsed. If SUBROGATION IS WANED, subject to the terms and conditions of the pollcy, certain policies may require an endorsement Astatement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(-). PRODUCER WNIAUI NAME: SHILING & TOLEDO INSURANCE INC MME PO Box 172412 (A/C,No.Ext: 305 823-3881 Noj:(305)823-4383 ADDRESS ShilingToledoInsurance @g ail.ccm Hialeah, FL 33017 INSURER(S) AFFORDING COVERAGE NAIC9 INSURER A: Montpelier US INSURED Below Zero Air Conditioning Inc. INSURER B: Mount Vernon INSURER C: Castle Point Florida Insurance 4444 Crystal lake Dr INSURER D: Deerfield Bch, FL 33064 INSURER E: 786 546 2179 INSURER F: COVERAGES 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. I TR TYPE OF INSURANCE ADDL SUER (M OLI Y) (MM/D YYY) WSR WVD POLICY NUMBER LIMITS GENERAL LIABLITY EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY PREMISES(Ea occurrence) $ 50,000 ICLAIMS-MADE CI OCCUR MED EXP(Anyone person) $ A NP0009005001044 12/16/11 /16/12 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE s 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 X POLICY I 1E.T LOC $ AUTOMOBILE LIABILITY Ea accident)$ ANYAUTO BODILY INJURY(Per person) . $ ALLOWNED SCHEDULED AUTOS' AUTOS BODILY INJURY (Per accident) $ HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS (Per accident) $ UMBRELLA LAB X OCCUR EACH OCCURRENCE $ 2,000,000 B X EXCESS UAB CLAIMS.MADE XL2550721 12�16�11 /16/12 AGGREGATE $ 2,000,000 DED RETENTION $ $ WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS'LIABILITY YIN X TORY UMITS ER ANY PROPRIET�/PARTNERIEXECUTIVE NIA E.L.EACH ACCIDENT $ 100,000 C (Mand toryIn IXCLUDED7 WCP760962200 11/22/11 02/28/12 E.L.DISEASE-EA EMPLOYEE $ 100,000 (Mandatory In NH) If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS 1 LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks Schedule,f more space Is required) CERTIFICATE HOLDER CANCELLATION Miami Shores Village Building Dept 10050 Northeast 2nd Avenue SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Avenue, THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores, FL 33138 ACCORDANCE WITH THE POLICY PROVISIONS. Fax: 3057568972 AUTHORIZED REPRESENTATIME_ © 1988-2010 ACORD CORPORATION.All rights reserved. ACORD25(2010/05) The ACORD name and logo are registered marks of ACORD DBPR- COSCHIGNANO,ANTHONY JESUS; Doing Business As: BELOW ZERO Al... Page 1 of 1 11:18:44 AM 512112012 Licensee Details Licensee Information Name: COSCHIGNANO,ANTHONY 3ESUS (Primary Name) BELOW ZERO AIR CONDITIONING INC (DBA Name) Main Address: 4444 CRYSTAL LAKE DR DEERFIELD BCH Florida 33442 County: BROWARD License Mailing: Lice nseLocation: 8600 NW 64TH ST UNIT 8 MIAMI FL 33166 County: DADE License Information License Type: Certified Mechanical Contractor Rank: Cert Mechanical License Number: CMC1249471 Status: Current,Active Licensure Date: 12/07/2004 Expires: 08/31/2012 Special Qualifications Qualification Effective Construction Business 12/07/2004 View Related License information View License Complaint 1940 North Monroe Street Taflahassee FL 32399:: Email:Customer contact center::Customer Contact Center:850.487.1395 The State of Florida is an AA/EEO employer.Copyright 2007-2010 State of Florida.Privacy Statement Under Florida law,e-mail addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395. https://www.myfloridalicense.com/LicenseDetail.asp?SID=&id=OA5FAFED2B4lE9BlB... 5/21/2012