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RC-15-1661 g... Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 a e ' Tel: (305) 795.2204 Fax: (305)756.8972 MIAMI SHORES VILLAGE NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I(We)have been retained by to perform special inspector services under the F d B ilding Code at the ® project on the below listed structures as of L d (date).I am a registered architect or professional engineer licensed in the State of Florida. PROCESS NUMBERS: ❑ SPECIAL INSPECTOR FOR PILING,FBC 1822.1.20(R4404.6.1.20) ❑ SPECIAL INSPECTOR FOR TRUSSES>35'LONG OR 6'HIGH 2319.17.24.2(R4409.6.17.2.4.2) ----o SPECIAL INSPECTOR FOR REINFORCED MASONRY,FBC 2122.4(R4407.5.4) ❑ SPECIAL INSPECTOR FOR STEEL CONNECTIONS,FBC 2218.2(R4408.5.2) ❑ SPECIAL INSPECTOR FOR SOIL COMPACTION,FBC 1820.3.1(R4404.4.3.1) ❑ SPECIAL INSPECTOR FOR PRECAST UNITS&ATTACHMENTS,FBC 1927.12(R4405.9.12) ❑ SPECIAL INSPECTOR FOR Note:Only the marked boxes apply. The following individual(s)employed by this firm or me are authorized representatives to perform inspection 1. 2. .... . . ..•. ...... ( 3. 4. so e 000 0 , `Special Inspectors utilizing authorized representatives shall insure the authorized representative is gaaliadsfy education or: •••.:. licensure to perform the duties assigned by the Special Inspector. The qualifications shall include licensup;w9 a professional • ...... engineer or architect; graduation from an engineering education program in civil or structural engineering graduation franias • • architectural education program;successful completion of the NCEES '•.•.' '...•' •.••. Fundamental Examination;or registration as building inspector or general contractor. ,..,,, ,,,, ,,;,•• I,(we)will notify Miami Shores Village Building Department of any changes regarding authorized personrfbl` d14riing insp>sttion• ••••;• services. •••••• • I,(we)understand that a Special Inspector inspection log for each building must be displayed in a conveiient loption onat1w e •••••• for reference by the Miami Shores Village Building Department Inspector.All mandatory inspections, asrg air�1 by the Florida •••• Building Code,must be performed by the County.The Village building inspections must be called for on all mandatory inspechoAs.* Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed ty the Department.Further,upon completion of the work under each Building Permit I will submit to the Building Inspector at the time of final inspection the completed inspection log form and a sealed statement indicating that,to the best of my knowledge,belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in suipstantiall accordance with the approved plans. Nnedd Sealed Engineer r itect pR�pName �. 'C'• i1 �•li 04 pi.Address ti, Qca Phone No. r i tp a��: X00 •:�� Created on 6/10/2009 RFGfSTER�Q J i ICE ismsMIAMI-DADE COUNTY,FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE O J CC 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION �" ` MIAMI,FLORIDA 33130-1563 r (305)375-2901 FAX(305)372-6339 NOTICE OF ACCEPTANCE (NOA) www.maimidade.gov/buddinnode 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 Verity Hurricane Zone. DESCRIPTION: Series NVJH,NVTP/H,NVSO and NVHC Wood Connectors. APPROVAL DOCUMENT:Drawing No.NU-3,titled"NVJH Joist Supports,NVTP&NVTPH Plate Anchors,NVSO 236 Joist Hanger,NVHC 43 &NVHC 43/2 Hurricane Clip",sheets 1 through 3 of 3,dated 07/10/03,with last revision#3 dated 04/27/05,prepared by Nu-Vue Industries,Inc.,signed and sealed by Vipin N.Tolat,P.E.,bearing the Miami-Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division. .... MISSILE IMPACT RATING:None04 •'. 6060 MISSILE ••••:• LABELING:Each unit shall bear a permanent label with the manufacturer's name oroo�'ity,state iupy •...;. following statement:"Miami-Dade County Product Control Approved",unless otheriVp:pled herein.. RENEWAL of this NOA shall be considered after a renewal application has been filedeadpere lea',bftp • no change in the applicable building code negatively affecting the performance of this pfflduct. .... ...... . TERMINATION of this NOA will occur after the expiration date or if there has beenrte v ision or cpem:e in the materials,use,and/or manufacture of the product or process.Misuse of this N64 gi l4 endorsenjent of .' any product,for sales,advertising or any other purposes shall automatically terminate:his'NpA.Failure-to ....:. comply with any section of this NOA shall be cause for termination and removal of NDA. . • ADVERTISEMENT:The NOA number preceded by the words Miami-Dade County'lg7orida,andefoS%ed ' 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#05-0516.01 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. F+ NOA No.08-0828.02 Expiration Date:January 1,2014 APPROVED! Approval Date:October 23,2008 'v/_ /Vg Page 1 Nu-Vue Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.NU-3,titled"NVJH Joist Supports,NVTP&NVTPH Plate Anchors, NVSO 236 Joist Hanger,NVHC 43 &NVHC 43/2 Hurricane Clip",sheets 1 through 3 of 3,dated 07/10/03,with last revision#3 data!04/27/05,prepared by Nu-Vue Industries,Inc.,signed and sealed by Vipin N.Tolat,P.E. "Submitted under NOA#05-0516.01" B. TESTS Test reports on wood connectors per ASTM D1761 by Product Testing,Inc., signed and sear by C.R. Caudel,P.E. Report No. Wood Connector Direction Date 1. PT#03-4303 NVTP4 Upward 04/21/03 2. PT#03-4343 NVTP4H Upward 05/05/03 3. PT#03-4344 NVTP4 Upward 05/01/03 4. PT#03-4345 NVTP4H Upward 05/02/03 5. PT#03-4349 NVS0236 Up&Down 05/19/03 6. PT#03-4357 NVS0236 Up&Down 05/20/03 7. PT#034358 NVJH24 Up&Down 05/30/03 8. PT#03-4385 NVJH26 Up&Down 05/30/03 9. PT#03-4386 NVS0236 Up&Down 05/13/03 10. PT#03-4387 NVJH28 Up&Down 05/30/03 "Submitted under NOA #03-0730.03" ."". . . .... ...... C. CALCULATIONS I. Report of Design Capacities, dated 07/22/03,sheets 1 through 13 of-1-3 3 prepped,-• • signed and sealed by Vipin N.Tolat,P.E. •••• 9080 ". "Submitted under NOA#03-0730.03" 696:66 •• •• 2. Report of Design Capacities,dated 0713/05,sheets 1 through 5 of S,*.jiepared*signed ,• and sealed by Vipin N.Tolat,P.E. • . . . . ...... "Submitted under NOA #05-0516.01" • D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office(BCCO). b -A�>l0 y1®Q Carlos M.Utrera,P.E. oduct Control Examiner NOA No.08-0828.02 Expiration Date:January 1,2014 Approval Date:October 23,2008 E-1 Na-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 08/21/08,issued,signed and sealed by Vipin N.Tolat,P.E. G. OTHER 1. Notice of Acceptance No.05-0516.01,issued to Nu-Vue Industries,Inc.,approved on 09/29/05 and expiring on 0l/01/09. . . .... ...... ...... .. ...... .... .... . . .... .... ..... ...... .... ..... .. .. .. . ...... . . . . . ...... Carlos M.Vtrera,P.E. P oduct Control Examiner NOA No.08-0828.02 Expiration Date:January 1,2014 Approval Date:October 23,2008 E-2 . . ... . . . ... .. .. . . . .. .. . . . . . . • . . . . . . ... . . . . ... TABLE 1 ' . . . . ,.. JOIST SUPPORTS ' (general Ndtes: 18 0 NVJH JOIST SUPPORTS Allowable toads(lbs) •]�St l t4j ja653,structural grade 33 G&L Yield 33ksi) Product hn� �atae, Joist DoubleMH Fasteners trwtty roma tpott roma• • i 4, A coax BSZ6 HeSize` He r ri e' Joists. °, °, �j aimed coating of G 60 Per ASTM A525. .. . . . . ... .. ( 7 Nva iz6't 3y s3g s 2x6 2-2x5 -rods-�e,u .,�*,rs2.Allowable Ioads are based on National Desing specifications(NDS)for2x6' 2-2xs T ?44 y L G /��.•Qn3LL Yc LL0ry !inion.;= aJ. F IO• i-k- 15 u:%c f l}"t--1—c- 200WM26 13 5• 32 • z3.Design loads are for Southern Pine species with a specific gravity of 0.55.NVTi28 t s 3i 3 2xxto' z-mita, t4-tOd ,rxw a,h ,oe x,sF t786 1736 tees' Towable loads for other species shallbe adjusted accordingly. 202 2-202 4.Nail values are based on NDS table JV,Q 0.55 and have been reduced ' for Penetration Depth factor.... 5.Allowable loads for wind uplift and lateral loads have already been ' ' increased by a duration factor of 6o%for anchor nail. No- increase is Singli_2eader, - 3�,y, Double Q. J allowed forsteel stress: �� 6.Allowable loads for more than a single coametion cannot be added together. A design load which be divided intc components in the direction ' I 1r o given must be evaluated as follows: , v ^ y a Actual Uplift + , LI + Actual L2 <=1.0 o- Allowable Uplift Allowable Ll Allowable.L2 Joist Jots 7.Allowable loads are base on 1 W°thick wood members unless otherwise noted 8.All tests have been conducted in accordane64jajP1761. •*.�iiswMN�sA•IU ptiolnucrRRVM•.n t k' t Ys- VM N.TOLAT,PE(CIv1L) 02 3 '+ tfu F7m�a FL REG.#12847 Na 15123 LANTER CREEK L M HOUSTM,Tat Wou A�`! My. „p Q u� �/ue Industries,inc... ° ` NVjH 26 as shown iosa-iosv Fait za sues NV.H 26& 28 HIsleehPlocida33013 sirnflar but with �,itOS p0�694-OW BS afferent holes �� Z. ` FAR Ct051694-039& NVJH JOIST SUPPORTS w n Sheet. Date: Ravisfons 112!1 DWG�: NU-3 lots` 1MY 1C,2005 (3)%t)4(2!f(1J:. n. - . ..• . . ..• % .. • % •. • TALE TABLE 2 "' •• • 3 . . . . . . . .. . . TOP PLATE ANCHORS MV 90 23b� 16't3AAUGE, HEAVY DUTY ' NVTP & NVTPH • ' • • FACE+I�OUlT JOIST HANGER Dimensions (in) Size, Product�e Gauge' A B •• • polite HeEE -Fasteners Allowable Loads (Lbs.) 2x4/4x4 NViP4 20 31r : 8" •♦ •; e. Fzl Iz :ijeod&. Joist - GRAVITY Uplift 2x8/4x8, NVIPB 20 • 51" • 8" , ••e • • •• • • i L4,-1 0�i 6-tOd ' 17 $ 1108 , 2x8/448 NVIPB 20 • ] 2 � �' 8" 2x8-8 2-2x10' 14-184 6-184 1875 1279 , 2x4/4x4 NYIP4H' 18, 3jr 8° ' 2-202 .1 3•• 6-18d, 800 1217 ' 2x8/446. NVIPBH, 18. 5r a-, 248/4x6' NVIP8H 18 • 7jr ' jr ' Notes: Total number of fasteners 1. See General Notes, Sheet 1. Product 1 Od x 1 X* Wind t e M2 Avs Header code ' Mox. Uplift Capacity (Ibs) t . 2-2X Mtntmwn 6 8 10 - 12 NVTP 4,6,8 $2.g• 1087 , 1348 1605 • y 0 0 NVTP 4H,614,81-1 938-1 12-7, (474.1 (7¢S 0 °O ° W, 1-2XJM1nW. Notes: ° 5�• .1. See General Notes, Sheet 1. ' ()2. One half of all specified fasteners shall be used on each side of the stud aoto achieve tabulated values. 3WA oist BOLT HOLES 1/2' DIA.NAIL HOLE 3/16' DIA. ` tr2• � 1tY0Q1YiSD ?':i_:aC'1 i;z•!'E"R 9D 0 Mtn. !�R +�bFlsM� a:;: _ .•.i!„.t�xu.wda ° AMUmum e VM N.TOLAT.PE WIM) Aslrerew -o&° ,OZE•;., >,.US• o/ oa FL REG.#12847 - o o 15123 LAN IR CREEK LANE A 0 zaY e o 0 o HOUSTON T%77068 comrm e o Nu® ue Industries mac. o ° ° 1068-1059 east��oac Hist°s%ftft 894 o `•� .+4• nQ OS FA%(3067M-0998 '• C/` MW&WITH PLATE ANC HORS.NVSO 296 Mr HANGER •.•.y:.' DVFG# Sheet: Date: Revisions:(1)11!10/03 (2)UAIM -3 2 of 3 7ULY 1q 20.4 (3)007/W. Nu-Yue Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMrffED A. DRAWINGS 1. Drawing No.NU-1,titled"Truss and Top Plate Anchors",sheets 1 through 4 of 4,dated 02118/2008,with last revision dated 01/25/2012,prepared by Nu-Vue Industries,Inc.,signed and sealed by Vipin N.Tolat,P.E. B. TESTS "Submitted under NOA#08-0325.02" Test reports on wood connectors per ASTM D1761-88 by Product Testing„Inc.,signed and sealed by C.R.Caudel,P.E. Report No. Wood Connector Load Direction Date 1. 05-5195A AB-5 F1 and F2 06103/05 2. 05-5196A AB-7 Fl and F2 06/11/05 3. 04-4995 NVTHJ-26 Upward 01/31/05 4. 04-4996 NVTHJ-28 Upward 01/31/05 5. 05-5612 IKE-1 Upward,LI and L2 03/20/06 6. 06-5622 IKE-2 Upward,LI and L2 05/01/06 7. 04-4908 NVTT Upward and L1 07/21/04 8. 03-4631 NVTT Upward and LI 06/21/04 9. 08-6711 NVHC-37 Upward,Ll and L2 03/14/0$... . . .... ...... C. CALCULATIONS "Subinitted under NOA#08-0325.02" ..�� •�• .... .. ...... 1. Shear value of common wire nails and steel plate tensile calculW4u4,prepared by p g Engineer,dated 03/20/2008,: .and sealer ty •••••• Vipin N.Tolat,P.E.,Consulting • Vipin N.Tolat,P.E. •••• 0000 .%e• .. .. .. . ...... D. QUALITY ASSURANCE ...... • 1. Miami-Dade Department of Regulatory and Economic Resources(11ERj •••••• . . :one*: .. . . ... E. MATERIAL CERTIFICATIONS '..' 1. None. F. STATEMENTS 1. Statement letter of code conformance to 2010 FBC and no financial interest,dated 01/31/2013,signed and sealed by Vipin N.Tolat,P.E. "`Submitted trader NOA#08-0325.02" 2. Code conformance letters for all of the tests listed on Section B,issued by Product Testing, Inc.,signed and sealed by C.R.Caudel,P.E. 4 Carlos M.Utrera,P.E. Product Control Examiner NOA No.13-0206.17 Expiration Date: May 22,2018 Approval Date:.May 2,2013 E-1 .. .. . . . .. .. . . . . . . . . . . . . . . . . . .. . . .. 18 Gauge Angle Clips. • • • •, 03 y' 1„.,�Stteel shall conform to ASTM A653,structural grade 33(t'ri'm.yield 33 kd)and a minimum •• • • jWvjpd lig of a.60 per ASTM A525. Wz wr ere wn FI •• •i•o i 2.*•Al*,vvAAble�eads arebased on National Dosing specifications OMS)for wood construction, 9 • • . M pP- �° F't3G 2-10 o 3.Design loads are for Southern Fine speci@s with a specificgmvity of 0.55.Allowable loads for ° other species shall be adjusted accordingly. p , 0 o L L • 4.Common wire nail values are based on NDS table I IP,G=0.55 and have been reduced for ° Penetration DeA fader PllOD. o 5.Allowable loads for tivind uplift have already been increased by a duration factor of 6O%for anchor nail. Load values shown are without 33%steel stress incream 6.Allowable loads for more than a single connection cannot be added together. A design load AB-7 AB-5 Typical Insta latiOn which is divided into components in the direction given must be evaluated as follows: Actual Unlift +A9 Alm c=1.0 Allowable Uplift Allo eLl owab a L2 7.Allowable loads are based on 1%2"thick wood members unless otherwisanoWA 8.All tie beams and grouted concrete masonry shall comply with chapter 21 ofFBC.Concrete for tie beams and grout and mortar for concrete masonry shall be a minimum of2500 psi.Concrete Product Dimensions(inches) Fastener Schedule Alowable Loads(Ibs) masonry shall comply with ASTM C90. Code W1 I W2 L Header Joist Fi F2 9.AU tests have been conducted in accordance with ASTMD-1761. ABs IY22 2X6 5 3-10dxlW 3-10dxlW 511 595 AB7 I'/ 2X6 7 4-10dx1W 4-lodxIY2" 582 794 "tgOUCrQOW M &eep+ptM*k MmPbhh 1�1 zab a78 Notes: Nail wider angle leg to Joist and Shorter leg to Header. • came LAPIN N. TOLAT, PE (CM) FL. REG. #,12847' . Nu-Vue lodustrias Ino. 15123 LANTERN CRAM LANE1Q531059 Eest29Stceat HOUSTOt4, TX 77068 Iralealh,Nor!&33013 (305)694.9397 Fox;(395)694-0398 TRUSS AND TOP PLATE ANCHORS 3 wc�� sty Dam ohm: Feb 18 NU-17 U 1 1 of 4 2,008 ��25,2612 7 e • ••e ••• ••• • •e• •• •• • •• • • • • • • • • • • • • • ••• • • • • ••• Deep Seat Truss Anchor..They are designed to resist lateral and uplift forces. lfoldela Mub*Sot apVketed Truss Anchor..They are designed of 14 gauge steel The strap is made of 14 gauge steel and the seats of 20 gauge steel. '•' : plates to reS6lateral 'Uup'lieforcea. The seats are made of 20 gauge steel IM w UPLIFT •• • • • •• ••• •• • ••• • • • • •• e UPLIFT •• • • • • • ••• •• Poeta a a �U dz� A AssemblyDimension TOW No. TotdNo.of Assembly Dimension Total No. Total No.of Product H ofFasteners Fasteners in Allowable Losds(lbs) product H ofFastonem Fasteners in Allowable Loads(bs) Code Onehes in Shap20 OA.Seat U in two 20 GA.Seat 6 s 6 6 10d x 1Y2" 10dx 13'2 p Ll L2 Cade (iach�) mo 10d x I "" 10d x I IIp� Uplift" LI L2 NVSTA12 12 5 6 1046 700 1049 NVHTA12 12 10 6 1506 1766 1050 1450 6 6 1141 760 1144 12 6 1695 I997 1181 1631 NVSTA16 16 7 6 1236 823 1239 NVHTA16 16 14 6 1883-1 2208 1312 1812 NMA20 20 8 6 1331 887 1335 NVHTA20 20 16 6 2071 2429 1444 1994 9 6 1426 950 1430 18 6 2259 2649 1575 2175 NVSTA22 22 NVHTA22 22 Notes: NVSTA24 24 NVHTA24 24 1.Nails amneoessary m straps and seat to achieve,dosing louts. 2. See note 6,sheet 1 for combined Jostling. 3.Nails through chords shall not force the truss plates. 4.•For genaral notes,am sheet 1. S.For higherupliftloads,conorato shall be 3000 psi. 6.Based on min.2500 psi comaoto. FL. N. # 1.28 7 {CIVIL) Nu- V ue Indaawea. FL. REG. � 12847 1� vnotxl VjMd1WW 15423 LANTERN CREEK LANEIo53-I054 Bast 29 Shod '• �'a1°�OA� HOUSTON, TX 77068 HWe*Ftorids33013 AUVldie6694-0397 Fax:1305)694-0398 By TRUSS AND TOP PLATE ANCHORS Zp104M C, DWO M Shoet: Dat": Revisions: 3t t3 Feb 18, NU-1 2 of 4 2,008 • • •.• . . . .•. .. .. . . . .. .. • . . ... . . . • .•. 12 Gauge NWHJ Truss Hip&Jack Hanger ••• ••' ••' •.. •' '•• 2OG Stud Plate Ties , • •• • • •• ••• • • • .0. • • • • ° ° o UPLIFT • • • • • • •• •• s% — -. —— e Left e a Right a o a a— -1`Q �- a T I4 o ° 0 �� 40 Typ ° H Oil Jack H Header 2-2X it Z ' L5-740 1-2x a° o° TYPICAL MI �° IN8TALATION ' IKE-0 IKE-2 NVTHJ-26 as shown NVTHJ-28 similar U.S.Patent No.4,984,253 Allowable Loads(lbs)S.Pine Na Schedule Product Dimensions(inches) Fasteners Allowable Loads(lbs) Code Product Header Ups Nails 16d Hip Nail 10d JackbiarT 10d Code W H L Stud Plato Uplift Ll L2 Loads (e) a b total c d I total IICB 1 1% 5 3'/a 6-10d 4-10d 787 337 337 NVIM26 1478 16 4 3 7 2 3 5 NVTHJ28 1931 20 5 4 9 2 3 5 1KL2 6% 3% 6-10d 7-10d 932 451 318 Note: For 1-2x members lodxl%"nails can be.used UPLIFT WIN N. TOLAI`,*PC (CIVIL) r '�T 13b PAootlerWROWND FL. REG. # 12847 Nu- !'ue f-d-Emb-- 1053-1059 Had 29Streat 15123 LANTERN CREEK LANE a e HOUSTON, TX 77068 ��FlorWa 33013 13 r, ° , •° NVTHJ 28 as shown `� g Pax:(305)694-0398 e •°°, NVTHJ 26 similar TRUSS AND TOP PLATE ANCHORS a a , ° a�• d J� nwa : Revislom > Feb i8, NU-1 3 of4 2,008 • • • • • • • • • • • • ••• • • • • ••• 18 Gauge NVTT Sanibel Truss Strap : : .' : : :'. ' Mwauge NVHC 37 SWAY Grip Clip(520) Product Mmandons(incbes) Fasteners Schedule, Allowable Loads Qbs) •• •'• i'• :00 ••• Cade Hollow Conardo • ••• • • f • •• • Nail Schedule Allowable Design Loads(1ba) 'W B H L Truss Top Plates uplift Ll • • • • • •• Header Joist 9 •' i i '•' l i p Description uplift Ll L2 9 s 2-10dx1Y" 6-10d or Phde or Stud 1+IVTT 1 1/j4 1/4 14 13 --- � 543 16-8d or 12-8dor s 2-106%2 -- �• 1" 1584 465 NVHC39 5Way Clip 16-10d 12-10d 702 560 631 NV1T 2 l 14 13 1/� 1. 1-10dxIY2"nail is placed on each side of tha Truss and 3-I0dnalls in each lag are placed in two topplates. 2. 3 Y"dia.x 1%"km&IY"embedment Upoons are placed in each leg andiirto the hollow concrete masonry.Maintain 2tla"edge distance 13nm top of the block and spacing of 3"between the topcons. �y�b /s/• 1IN' UPLIFT UPLIFT • 1 • L2� L2 $(} +UPLIFT 4" Nallhola Whale aRaaot Cr p • so camOAft wabtlrovalftcode pkrll• v� Naithote �\� Aoeer—No 3 I $ �t7• � � C"hL"t1 LAPIN N. TOLNT.`PE ((3VIL) l • FL. REQ;. #X1 284T 1\u—1` ue hd��.b.. 1053-1059 East 29 Street 15123 TERN CREEK LAN G East 29 013 tai NV7T:1 AsBbown HOUSTON,'TX'77088 (305}694A347 NVTT 2 s&z&r®xogn waorase wumWwhb Fm(305)$94-0398 MailmMII s 8l doft4ro"dP/a6� axtla ' � TRUSS AA7D TOP PLATS ANLZIORS �jt' [N7U-14 0€4 F��' Department of Regulatory. and Economic Resources Miami-Dade County Plan Review Summary Process Number: M2015012336 FINAL CORE REVIEW DATE: 7/29/2015 OVERALL STATUS: Overall Disapproval PROJECT DETAILS: CONTACT DETAILS: FOLIO: 11-2136-013-1430 NAME: IVAN RABINOVID �1 ADDRESS: 10326 NW 1 AVE, MIAMI SHORES, EMAIL: PERMIT TYPE DESC.: RENOVATION FLR PHONE#: 7862868181 DISAPPROVAL CODES: Disapproval Code 01:0301 -Tree permit required.See application at Miamidade.gov/dermfibrary/permits/tree_removal_pack TASK REVIEWED BY STATUS DATE STATUS Initial Core Review Beverly Gutierrez 07/29/2015 Reviewed Comments:Proposed interior alteration-Carport/garage enclosure and port extension to existing 1468sf SFR. Parcel on water&septic. Existing septic/drainfield system to remain.Addition is less than 25%(Feasible distance calculation does not apply).Trees review is required. HRS activated/WASA not activated (water flow remains at 220 GPD). TREES Review Hilcia De la Cruz 07/29/2015 Disapproved Comments: Our aerial historic records indicate the presence(currently or in the past)of tree resources. Please clarify the information as follows: IF YOU DO NOT NEED TO REMOVE TREES: 1.On SITE PLAN,show trees within twenty feet(20')of ANY type of construction, including driveways,septic tanks, fences,pipes, buildings,construction roads,pool, structures to be demolished,etc. 2. Show distance from these trees to construction. 3. Label the trees as existing to remain. 4. On SITE PLAN show 6-8'barriers around trees less than 18 inches in diameter and show 10-12'barriers around trees 18 Inches in diameter or greater. IF YOU NEED TO REMOVE OR RELOCATE TREES: Permit applications are processed by the Tree Program.The following items must be submitted to apply for a permit: 1. Filled out TREE REMOVAL/RELOCATION application form. 2.Application fee(check or credit card). 3.Two copies of site plan showing all trees. Note: Within the yard of a single family home,a Tree Removal Permit is required only for specimen size trees(18 inches in diameter or more)or trees on the Right-of-way. Please clarify. Please do not hesitate to email me with any question(s)you may have regarding the review comments for this project.While I may not respond immediately to your email,because I may be assisting another customer at the time I receive your email, I will reply within 24 hours of receiving your email unless I am out of the office. My email address and that of my direct supervisor are as follows: My Email:cruzh@miamidade.gov My Supervisors Email:AbrahR@miamidade.gov. Final Core Review Beverly Gutierrez 07/29/2015 Overall Disapproval Comments:See trees review disapprovals. Please do not hesitate to email me with any question(s)you may have regarding the review comments for this project.While I may not respond immediately to your email-because I may be assisting another customer at the time I receive your email-I will reply within 24 hours of receiving your email unless I am out of the office. My email „ address and that of my direct supervisor are as follows: My email: Gutieb@miamidade.gov My Supervisors Email: Guerrc@miamidade.gov t' I REE COMMENTS RANGES NEEDED FOR NATURAL RESOURCES APPROVA (All change s4muse m chankally reproduced) DATE OF NOTICE: ` rs(r Our aerial historic records indicate the presence(currently or in the past)of tree resources. Please clarify the information as follows: IF YOU DO NOT NEED TO REMOVE TREES: 1. On SITE PLAN, show trees within twenty feet(20') of ANY type of construction, including driveways, septic tanks,fences, pipes, buildings, construction roads etc. 2. Show distance from these trees to construction. 3. Label the trees as existing to remain. 4. On SITE PLAN show 6-8' barriers around trees less than 18 inches in diameter at breast height* (DBH)and show 10-12' barriers around trees 18 inches in diameter at breast height or greater. [If trees are too close to construction for proper sized barriers, please contact our ofFce—(786)315-2800.] *18 inches in diameter at breast height is the same as 56.5 inches in circumference. 5. We MAY need to see pictures of the site or the downtown office may have to do an inspection to be sure that no trees will be damaged by the construction. IF YOU NEED TO REMOVE OR RELOCATE TREES: Permit applications are processed by the Tree Program. The following �- items must be submitted to apply for a permit: 1. Filled out TREE REMOVAL/RELOCATION application form. 2. Application fee (check or credit card). Please find the Fee Schedule on The Application Package. I 3. Two copies of site plan showing all trees.Please mark the trees to be removed/relocated. If there are more than 10 trees on-site,you need to provide two copies of a tree survey. TREE PROGRAM: 701 NW 1st COURT, 7th floor. (305) 372-6600, ext. 2 WALK-THRU FROM 8:00 a.m.TO 12:00 p.m. EVENING HOURS BY APPOINTMENT ONLY REVIEWER: PHONE: (786)315-2800 Tree Permit Application MIAMI_.�E Tree Permitting Program 701 N.W.1 Court,6a'floor Miami,Florida 33136 T(305)372-6574 F(305)372-6479 - Fggt dEPARTMENTAL,USE QNL'Y-,. .' '.:updated IOA Date Received: Application Nui ber: Received By: Application.Fee(otherfees may be_applicable) Application Type: Q Removal ❑Relocation ❑Removal&Relocation ❑Modification ❑Extension After-the-Fad: []Yes ❑No Application must be filled out in its entirety. Please indicate N/A for non-applicable fields. 1.Applicant Information: 2. Applicant's Authorized Permit Agent: The name and contact information for the Agent that is authorized by the owner to process the Name: application,furnish supplemental Information relating to the application and bind the applicant Address: to all requirements ofthe application/permitdocument Name: Zip Code: Address: Phone#• Fax# Email: Zip Code: Phone#• Fax#• •This should be the applicant/owner's Formation for contact purposes. Email: 3.Site Location and Description where the proposed activity exists or will occur: Folio#(s): Site Address: Does intended use of the property require re-zoning or plat?❑Yes ❑No City or Town: 4.Current Use/Location of Trees(check all that apply): ❑Single Family [I Multi-Family ❑Commercial ❑Business ❑Agricultural ❑Swale/Right-of-Way ❑Other Y S.Work Description: Building permit process number(If Applicable): - Number and type of tree(s)to be removed,or relocated.Include trees affected by improper trimming or removed withouta permit: Location of the tree(s)stated above: Reason for permit request: Attachments(check all that apply):(e.g.site sketch,plans etc.): ❑Site Sketch ❑Plans ❑Photographs ❑Arborist Assessment ❑Tree Survey ❑Other T A 6.IMPORTANT NOTICE TO APPLICANT: The written consent of the Property Owner is required for all applications to be considered complete. Your application WILL NOT BE PROCESSED unless the Property Owner consent portion of the application is completed below. You have the obligation to notify the Department in writing of any changes to information provided in this application. Application is hereby made for a Miami-Dade County tree permit to authorize the activities described herein. I agree to or affirm the following: * 1 possess the authority to authorize the proposed activities at the subject property,and * 1 am familiar with the information,data and plans contained in this application,and * To the best of my knowledge and belief,the information,data and plans submitted are true,complete and accurate,and * 1 am authorizing the permit agent listed in Section 2 of this application to process the application, furnish supplemental information,and bind the property owner(s)to all requirements of this application/permit document,and • 1 agree to provide access and allow entry to the project site to inspectors and authorized representatives of Miami-Dade County for the purpose of making the preliminary analyses of the site and to monitor permitted activities and adherence to all permit conditions. A. IF THE APPLICANT IS AN INDIVIDUAL Signature of Applicant Print Property Applicant's Name Date B. IF THE APPLICANT IS OTHER THAN AN INDIVIDUAL OR NATURAL PERSON (Examples:Corporation,Partnership,Trust,LLC,LLP,etc.) Print Name of Applicant(Enter the complete name as registered) Type(Corp,LLC,LLP,etc.) State of Registration/Incorporation Under the penalty of perjury,l certify that I have the authority to sign this application/permit document on behalf of the Property Owner,to bind the Property Owner,and if so required to authorize the issuance of a bond on behalf of the Property Owner.(If asked,you must provide proof of such authority to the Department).***Please Note: If additional signatures are required, pursuant to your governing documents,operating agreements,or other applicable agreements or laws.You must attach additional signature pages.*** Signature of Authorized Representative Print Authorized Representative's Name Title Date C. IF THE APPLICANT IS A JOINT VENTURE Each party must sign below (If more than two members, list on attached page) Print Name of Applicant(Enter the complete name as registered) Type(Corp,LLC,LLP,etc.) State of Registration/Incorporation Print Name of Applicant(Enter the complete name as registered) Type(Corp,LLC,LLP,etc.) State of Registration/Incorporation Under the penalty of perjury,I certify that I have the authority to sign this application/permit document on behalf of the Property Owner,to bind the Property Owner,and if so required to authorize the issuance of a bond on behalf of the Property Owner.(If asked,you must provide proof of such authority to the Department).***Please Note: If additional signatures are required. Pursuant to your noveming documents,operating agreements,or other applicable agreements or laws,you must attach additional signature pages. *** Signature of Authorized Representative Print Authorized Representative's Name Title Date Signature of Authorized Representative Print Authorized Representative's Name Title Date 2 7.WRITTEN CONSENT OF THE PROPERTY OWNER FOR THE PROPOSED WORK LOCATION I/We are the fee simple owner(s) of the real property located at Miami-Dade County, Florida, otherwise identified in the public records of Miami-Dade County as Folio No(s). .I/we am/are aware and familiar with the contents of this application for a Miami- Dade County tree permit to perform the work on the subject property,as described in this application.I/we hereby consent to the work described in this tree permit application. A. IF THE PROPERTY OWNER IS AN INDIVIDUAL Signature of Property Owner Print Property Owner's Name Date Signature of Property Owner Print Property Owner's Name Date B. IF THE PROPERTY OWNER IS OTHER THAN AN INDIVIDUAL OR NATURAL PERSON (Examples:Corporation,Partnership,Joint Venture,Trust,LLC,LLP,etc.) Print Name of Property Owner(Enter the complete name as registered) Type(Corp,LLC,LLP,etc.) State of Registration/Incorporation Address of property Owner Under the penalty of perjury,I certify that I have the authority to sign this application/permit document on behalf of the Property Owner,to bind the Property Owner,and if so required to authorize the issuance of a bond on behalf of the Property Owner.(If asked,you must provide proof of such authority to the Department).***Please Note: if additional signatures are required, pursuant to your governina.documents,operating agreements,or other applicable agreements or laws,you must attach additional slsnature pages.*** Signature of Authorized Representative Print Authorized Representative's Name Title Date Signature.of Authorized Representative Print Authorized Representative's Name Title Date Please Review Above Appropriate signature(s)must be included in: Box 6:either A,B or C(Owner or other Applicant) AND Box 7:either A or B(Property Owner) 3 Tree Permit Application Additional Shmatures Paee (Please attach to Tree Permit Application if Needed) Folio#(s): Site Address: 1. IF THE PROPERTY OWNER IS AN INDIVIDUAL Signature of Property Owner Print Name of Property Owner Date Signature of Property Owner Print Name of Property Owner Date 2. IF THE PROPERTY OWNER IS OTHER THAN AN INDIVIDUAL OR NATURAL PERSON (Examples:Corporation,Partnership,Trust,LLC,LLP,etc.) Print Name of Property Owner(Enter the complete name as registered) Type(Corp,LLC,LLP,etc.) State of Registration/Incorporation Under the penalty of perjury,we certify that we have the collective authority to sign this application/permit document on behalf of the Property Owner,to bind the Property Owner,and if so required to authorize the issuance of a bond on behalf of the Property Owner.(If asked,you must provide proof of such authority to the Department).***Please Note: If additional signatures are reauired,Pursuant to your governing documents.operatine agreements.or other applicable agreements or laws,you must attach additional signature pages. Signature Print Name Title Date Signature Print Name Title Date Signature Print Name Title Date Signature Print Name Title Date Signature Print Name Title Date Signature Print Name Title Date Signature Print Name Title Date Signature Print Name Title Date Signature Print Name Title Date 4 FORM 405-10 FLORIDA ENERGY FOR BUILDING CONSTRUCTION Florida Department of srte u KaRegulation - Residential Performance Method ,Project Name: 10326 NW 1 Ave Builder Name: J.G.10326 -Street: 10326 NW 1 Ave } M Permit Office: 231000 City,State,Zip: Miami,FL, Permit Number: Owner. Energy Gauge � • Jurisdiction: 231000 Design Location: FL,Miami 1. New construction or existing Existing(Projecte 9. Wall Types(1940.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=4.1 1940.00 ft2 b.N/A R= ft2 3. Number of units,if multiple family 1 c.N/AR= ft2 K5. . Number of Bedrooms 4 d.NIA R= ft2 Is this a worst case? No 10.Ceiling Types (1523.0 sqft.) Insulation Area a.Under Attic(Vented) R=30.0 1523.00 ft2 Conditioned floor area above grade(ft2) 1523 b.N/A R= ft2 Conditioned floor area below grade(ft2) 0 c.N/A R= ft2 11.Ducts R ft2 7. Windows(230.0 sqft.) Description Area a.Sup:Main,Ret:Main,AH:Main 6 300 a. U-Factor. Sgl,U=1.30 230.00 ft2 SHGC: SHGC=0.50 b. U-Factor. N/A ft2 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 27.4 SEER:14.00 c. U-Factor. N/A ft2 SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor. NIA ft2 a.Electric Strip Heat 21.5 COP:1.00 SHGC: Area Weighted Average Overhang Depth: 0.000 ft. .""• Area Weighted Average SHGC: 0.500 14.Hot water systems ••• 6 0 0 0 4066:9 a.Electric Tankless •• • •*@ap:4 gallons • 8. Floor Types (1523.0 sqft.) Insulation Area 000000 •EF:0.92EI6•••• a.Slab-On-Grade Edge Insulation R=0.0 1523.00 ft2 b. Conservation features 6••:•0 • • b.N/A R= ft2 None •••• 6000 0 0 c.N/A R= ft2 15.Credits 0000•• 0860•• Pstat••0• Glass/Floor Area: 0.151 Total Proposed Modified Loads: 45.50 � � 0'606:6 Total Standard Reference Loads: 59.19 •••••• • • 6666.. 00 • . • I hereby certify that the plans and specifications covered by Review of the plans and ••• _ S 0 this calculation are inmplian with the Florida Energy specifications covered by this Code. calculation.indicates compliance f with the Florida Energy Code. PREPARED Y' Before construction is completed DATE: this building will be inspected for compliance with Section 553.908 I hereby certify that this buildingQ6s designed,is in compliance Florida Statutes. with the Florida Energy Code. -OWNER/AGENT: BUILDING OFFICIAL: DATE: •• ••••• •• DATE: JBan' Ia 11-0 ��Compliance requires completion o aier and �psu tion Inspection Checklist Compliance requires an air distrib ioeport, b nda Class 1 Rater, confirming system leakage to outdoors tested at 25 p cerencetn a ordance with 403.2.2.1.is not greater than (46cfm:Duct#1) 58 r�C�RG \� 7/2/2015 11:32 AM EnergyGauge D USA-FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 i PROJECT Title: 10326 NW 1 Ave Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 1523 Lot# 44 'Owner. Energy Gauge Total Stories: 1 Block/SubDivision: 4/EAST GULFAIR #of Units: 1 Worst Case: No PlatBook: 42-47 Builder Name: J.G.10326 Rotate Angle: 0 Street: 10326 NW 1 Ave Permit Office: 231000 Cross Ventilation: No County: Dade Jurisdiction: 231000 Whole House Fan: No City,State,Zip: Miami, Family Type: Single-family FL, New/Existing: Existing(Projected) 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 70 75 149.5 56 Low BLOCKS Number Name Area Volume 1 Block1 1523 18276 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1523 18276 Yes 4 4 1 Yes Yes Yes FLOORS •••• • • sees sees• # Floor Type Space Perimeter R-Value Area " ' 'tile, Mood Car&# 1 Slab-On-Grade Edge Insulatio Main 190 ft 0 1523 ft2 ;•• 0.2. 0 . 0.8 • sees•• ROOF ' .... .... ..... / Roof Gable Roof Solar SA.'..'Emitt 'j,.a,1tt; Decl ..11#rh V # Type Materials Area Area Color Absor. Tat"••• Tested Insul. 0bg) • • • • .sees• sees•• 1 Hip Composition shingles 1605 ft2 0 ft2 Dark 0.92f�b • 0.9 • No 0 a•e�80 ATTIC •• • Y # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 1523 ft2 N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic(Vented) Main 30 1523 ft2 0.11 Wood 7/2/201511:32 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below* Omt To Wall T4pe 1 N Exterior Concrete Block-Int Insul Main 4.1 28 10 12 346.0 ft2 0 0 0.6 0 . 2 E Exterior Concrete Block-Int Insul Main 4.1 52 12 624.0 ft2 0 0 0.6 0 3 S Exterior Concrete Block-Int Insul Main 4.1 28 10 12 346.0 ft2 0 0 0.6 0 _4 W Exterior Concrete Block-Int Insul Main 4.1 52 12 624.0 ft2 0 0 0.6 0 DOORS # Omt Door Type Space Storms U-Value Ft In In FtWidthArea 1 S Insulated Main None .75 6 8 48 ft2 ' WINDOWS Orientation shown is the entered,Proposed orientation. Wall Overhang V # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 Metal Single(Tinted) Yes 1.3 0.5 80.0 ft2 0 ft 0 in 0 ft 0 in None None 2 E 2 Metal Single(Tinted) Yes 1.3 0.5 32.0 ft2 0 ft 0 in 0 ft 0 in None None 3 S 3 Metal Single(Tinted) Yes 1.3 0.5 32.0 ft2 0 ft 0 in 0 ft 0 in None None 4 N 1 Metal Single(Tinted) Yes 1.3 0.5 80.0 ft2 0 ft 0 in 0 ft 0 in None None 5 E 2 Metal Single(Tinted) Yes 1.3 0.5 6.0 ft2 0 ft 0 in 0 ft 0 in Drapes/blinds None INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50•••• • 1 Wholehouse Best Guess .0005 1997.4 109.66 206.22 .345 ' •-:6.5575.:: • • HEATING SYSTEM • r # System Type Subtype Efficiency Capacity Ptock •,Qycls 1 Electric Strip Heat None COP: 1 21.5 kBtu/hr •••••• 66691 ..eya#1� • • • • • COOLING SYSTEM •••••• • • • • 0000•• # System Type Subtype Efficiency Capacity At Fl9r. SHR Block • Ductso 1 Central Unit None SEER: 14 27.4 kBtu/hr 720*&n ' 0.7,% sys#f HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric Tankless Main 0.92 1 gal 60 gal 120 deg None 7/2/201511:32 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft2 DUCTS / —Supply— —Return- - Air CFM 25 CFM25 HVAC# �/ # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Main 6 300 ft2 Main 0 ft2 Prop.Leak Free Main —cfm 45.7 cfm 0.03 0.60 1 1 TEMPERATURES Programable Thermostat:Y Ceiling Fans: CoolingJan Feb Mar A r Ma Jun Jul [X Au [XI Se Oct Nov Dec Heatinf X�Jan EX�Feb Ri Mar Apr Ri May Jun Ri Jul Ri Aug [X]Sep kI Occtt X�Nov X�Dec Venting [[�X Jan [X Feb Mar Jun Jul [X]Aug [Xl Sep 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 80 80 80 80 PM 80 80 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 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 .... • • 0000 0000•• • • • • . • 0000•. .. 0000•• • 00.000 . . • 0000•• - 0000 0000 . • 0000 .00. •.... ...... •... 000.0 .. •• •• . 00.0.0 0000•• • • . . • 0000.• 0000.. • • 7/2/2015 11:32 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 10326 NW 1 Ave PERMIT#: Miami, FL, MANDATORY REQUIREMENTS SUMMARY-See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed,weatherstripped or otherwise sealed. Recessed lighting IC-rated as meeting ASTM E 283.Windows and doors=0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: i gasketed doors&outdoor combustion air. Must complete envelope } leakage report or visually verify Table 402.4.2. Thermostat& 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system. Where forced-air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers,filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. • 403.3.3 Building framing cavities shall not be used as supply ducts. : ... .' ...... .. ..... Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with.P.ZC:Ancies in Table 403.4.3.2. Provide switch or clearly marked circuitabreaker .... •'• (electric)or shutoff(gas). Circulating system pipes insLAated to= Ft& ..... +accessible manual OFF switch. Go:**: 0••:• ..... Mechanical 403.5 Homes designed to operate at positive pressure or witli ow0anical •• ventilation ventilation systems shall not exceed the minimum ASVRAE:52 level. .. ... No make-up air from attics, crawlspaces, garages or outdoors adjAmAf' . . to pools or spas. ease . ... . Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower(HP).of= 1 &Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor-retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site-recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82%after 4/16/13). Heat pump pool heaters minimum COP=4.0. Cooling/heating 403.6 Sizing calculation performed &attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat>10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 7/2/201511:32 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 ENERGY PERFORMANCE LEVELEPL ( ) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 77 The lower the EnergyPerformance Index,the more efficient the home. 10326 NW 1 Ave, Miami, FL, 1. New construction or existing Existing(Projecte 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=4.1 1940.00 ft2 b.N/A R= ft2 ,3. Number of units,if multiple family 1 c.WA R= ft2 4. Number of Bedrooms 4 d.N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types Insulation Area a.Under Attic(Vented) R=30.0 1523.00 ft2 6. Conditioned floor area(ft2) 1523 b.N/A R= ft2 _ z 7. Windows'"' Description Area 11 Ducts R R ft2 a. U-Factor: Sgl,U=1.30 230.00 ft2 SHGC: SHGC=0.50 a.Sup:Main,Ret:Main,AH:Main 6 300 b. U-Factor: N/A 111:2 SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a.Central Unit 27.4 SEER:14.00 SHGC: d. U-Factor: N/A ft2 13.Heating systems kBtulhr Efficiency SHGC: a.Electric Strip Heat 21.5 COPA.00 Area Weighted Average Overhang Depth: 0.000 ft. Area Weighted Average SHGC: 0.500 0*00 8. Floor Types Insulation Area 14.Hot water systems • • ::-�ap:*l •.••.. 2a.Electric •• ; gallons '• a.Slab-On-Grade Edge Insulation R=0.0 1523.00 ft • •EF:0.92 • b.NIA R= ft2 •••�•• •• •••••• c.N/A R= ft2 b. Conservation features .,..., None '••••• •••• •••• • • 15.Credits ••••• 0••••0 Psw••• •••••• •••• ••••• •• •• •• • •••••• 1 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 al inspection. Otherwise, a new EPL Display Card will be completed •• b . - • ased gn installed C e co lian features. ' -� BuffdeFSIgnature: I Date: 'V � Address of �Flom'e d City/FL Zip: VAdam► * , *Note: This is not a Building Energy R p oG /Fn below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you ob a gni Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge eb gite nergyg% for information and a list of certified Raters. For information about the Florida Build' gide, Energy Con� I , contact the Florida Building Commission's support staff. o % * **Label required by Section 303.1. a Iding 9bd Energy Conservation, if not DEFAULT. G� EnergyGa A� action 405.4.1 Compliant Software Residential System Sizing Calculation Summary Energy Gauge Project Title: 10326 NW 1 Ave 10326 NW 1 Ave Miami, FL 7/2/2015 Location for weather data: Miami, FL -Defaults: Latitude(25.82) Altitude(?ft.) Temp Range(L) Humidi data: Interior RH 50% Outdoor wet bulb 77F Humidity difference 58 r. Winter design temperature(MJ8 99%) 50 F Summer design temperature(MJ8 99%) 90 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 20 F Summer temperature difference 15 F Total heating load calculation 20813 Btuh Total cooling load calculation 27368 Btuh Submitted heating capacity % of calc Btuh Submitted cooling capacity %of calc Btuh �. Total (Electric Strip Heat) 103.3 21500 Sensible (SHR=0.75) 97.0 20550 Latent. 111.0 6850 Total 100.1 27400 WINTER CALCULATIONS Winter Heating Load for 1523 sqft) Load component Load , �, � Window total 230 sqft 5980 Btuh ) Wall total 1662 sqft 4961 Btuh Door total 48 sqft 720 Btuh � Ceiling total 1523 sqft 970 Btuh Floor total 1523 sqft 4484 Btuh \. Infiltration 168 .cfm 3698 Btuh Duct loss 0 Btuh Fb-SC22%) �� KX �, • •.••�. Subtotal 20813 Btuh Ventilation 0 cfm 0 Btuh • F ..••••••., •o �• TOTAL HEAT LOSS 20813 Btuh "' P�JOG SUMMER CALCULATIONS • ry Summer Cooling Load for 1523 sqft) ;/�$ • � Load com onent Load .. ..;t 0 6 0: !�* Window total 230 sqft 8376 Btuh : •.•• ��00� �• Wall total 1662 sqft 3720 Btuh • •.. Door total 48 sqft 1080 Btuh •• �Q •• t+� •�� Ceiling total 1523 sgft 2619 Btuh +�4�> g4!QPSI Floor total 0 Btuhae, , °�. Infiltration 126 cfm 2080 Btuh Intemal gain 3320 Btuh . Duct gain 0 Btuh Sens.Ventilation 0 cfm 0 Btuh �y Blower Load 0 Btuh Total sensible gain 21196 Btuh Qa%) Latent gain(ducts) 0 Btuh c Latent gain(infiltration) 4972 Btuh Latent gain(ventilation) 0 Btuh W ,4%' Latent gain(intemal/occupants/other) 1200 Btuh Total latent gain 6172 Btuh TOTAL HEAT GAIN 27368 Btuh EnergyGaugeO Syst izin 8th Edition PREPARED BY: DATE: EnergyGauge®/USRFZB v3.1