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CC-10-113Miami Shores Village Building Department >0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 RECEII VE1 JAN 2 5, 2010 en MEM OM Mb GM BO Permit No. CC, O ®t 3 Master Permit No. Permit Type (circle): Building Roofing or ,42 tiOJA-Lrs W,ae42-segs,1/\.le . Owner's Name (Fee Simple Titleholder) MI km ■ Onn eite5 ��,,� 6,� (� Phone # -7C9 — 62 3S— Owner's Address 9I 00 1'3 ,an�-3 ^b 1:\.4 fL City � ( 1 State T10 Z I is r* Zip 3 3 15 g Tenant/Lessee Name — Phone # • Job Address (where the work is being done) l H ®® IQ E A) b f\ V E City Miami Shores Village County Miami -Dade Zip ...-1. 3 I FOLIO / PARCEL # II- 520(0- 0) 2 - 3 Z oO Is Building Historically Designated YES NO X Contractor's Company Name U Iv fed Ciertera I E u l )(31ir�J � Col Contractor's Address 3c)q-L{ N 3B 5-1-- City State Zip 3.31 47_ Qualifier Name 1"kl /ii ii 1 A F State Certificate or Registration No. C 6 C ! 5 05q (2 1 Certificate of Competency No. 4 000 '"s Di Phone # 305-(, 33 °2 go Architect/Engineer's Name (if applicable) Phone # alae o o mit , 615-O • %4 Square / Linear Footage Of Work: 4(,6'00 41. Type of Work: ❑Addition Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe /Work: (�.ktto✓ � , k 1. D� ott gyw '6 �d .04e,A, tells 11, 4dl'(f . 1r (4j0 fiat /l6st ) / 'cis.) �dctr✓iuv. 4 ipe eifeAte.. C_sEE time- 'Os) ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * *** ]]�� Submittal Fee $ �'�JO• Permit Fee $ 0 % CCF $ 41 4'�% CO C900 ' �.J Notary $ - Training/Educafion F e - /�/Teechnology Fee $ 30 Scanning $ 211 00 Radon $ 30 "� DPBR $ ,VV Bond $ Code Enforcement $ Double Fee $ nn �jiJJ Structural Review. $ 1® 0 • (Pa Total Fee Now Due $ off. / ♦ I See Reverse side -> Zoning $ Bonding Company Bonding Company City Mortgage Lender' Mortgage Lender' City s � p j ®. ", p ' _!t nstallation has Application is her � R commenced prior �' . r ? : _ , z �ws regulating construction in thi 13ING, SIGNS, WELLS, POOLS, ':�I 9�1 r r sti 1 OWNER'S Ak'FJ applicable laws re "WARNING TO PAYING TWIC CONSULT WI COMMENCEMI '.iance with all T IN YOUR INANCING, )TICE OF Notice to Applicar _ promise in good fi 2 whose property is w for the first inspe4 a- inspection will not be approved a / ter., � Signature � f /% a reinspection fee will be charged. plicant must o the person t the job site me absence of such posted notice, the Contractor The foregoing i s nt was acknowledged before me this ZZ The foregoing instrument was acknowledged before me this Z day of 20 10, , by /te$ who is personally knowr-'tQme o who has itroduced Ke¢ , day of (Ill , 20 (0, by till QIi1 who is personally kno to me or who has produced as identification and who did - an oath. NOTARY PUBLI Sign: Sign: Print:.UIrY4ttel iW Print: My Commission Expires: Mao,. die do l 2 My Com ''h t ? xpires: MG,l 014 DA pip I) 830` 02,2°2 APPLICATION APPROVED BY: Z» 1/2-610 ,e2-�f , v (Revised 07/10/07) (or Plans Examiner Engineer Zoning 111111111111 II111 1111111111111111111111111111 CFN 210t1 r7RC: 367243 NOTICE OF COMMENCEMENT Q 8k 27304 .Pa 1710 (las) A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION RECORDED 06/02/2010 12 :23:22 HARVEY RUVIH, CLERK OF COURT /v�v MIAMI -DADE COUHTYr FLORIDA V PERMIT NO. 6 10 '1113 TAX FOUO NO. 11 - 32O -013-3Z00 LAST PAGE STATE OF FLORIDA. COUNTY OF MIAMI -DADE THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. STATE OF HEREBY CERTff Mat fits 13 a s copy of tho orfginalftt -; . !sate on clay of /:r� A D 1. Legal description of property and street / address: 2. Description of improvement: ,il ��l✓ fi. det; 3. Owner(s) name and a dress: u/ 7yS r1J Sy` t11. 'Z.o h /114) cp s , .tl/.fiN/ . 33 1zo Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: we 3Z74 1V4) Seri 5. Surety: (Payment bond required by owner from contractor, if any) Name and Address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name and Address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and Address: 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date is spec ed) %2 / MNAT_ Print O - ' s Name Sworn to and subscribed before Notary Public: Print Notary's Nam My commission expires: ,Prepared by 4/LV day of ,%I/. ,20 r. Address: feel a'cd' ?-LGf /61/ /, ,G 3701— Miami Shores Congregation of Jehovah 's Witnesses, Inc. 910(1 NE Second Avenue, Micrrrri Shores Village, Florida 33138 January 4, 2010 Miami Shores Village Building Department Dear Sirs, This is to inform you that Mr. Mizrain Perez is authorized to act on our behalf in the capacity of General Contractor. Thank you very much. Sy President lit 16 MIAMI-0 COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Daybar Industries Limited 1235 Aerowood Drive Mississauga, Ontario, Canada L4W 1B9 SCOPE: MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-290S www.buildingcodeonline. com 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 LS18, Flush Outswing Commercial Steel Door APPROVAL DOCUMENT: Drawing No "05- 123 ", titled "Series LS18 Flush Outswing Commercial Steel Doors ", sheets 1 through 5 of 5 prepared by Tilteco Inc, dated 06 /15/05, signed and sealed by Walter A. Tillit Jr. , 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: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been 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 # 05-0620.09 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. NOA No 06- 0612.03 Expiration Date: October 26, 2011 Approval Date: October 26, 2006 Page 1 Daybar Industries Limited. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 05- 0620.09) 1. Manufacturer's parts and sections drawings. 2. Drawing No "05- 123 ", titled "Series LS18 Flush Outswing Commercial Steel Doors ", sheets 1 through 5 of 5 prepared by Tilteco Inc, dated 06/15/05, signed and sealed by Walter A. Tillit Jr. , P. E.. B. TESTS (transferred from file # 05- 0620.09) The original test conducted per PA 201, 202, 203 -94, now termed as TAS 201, TAS 202 & 203 -94: 1. Test Report No. FTL -1735, prepared by Fenestration Testing Laboratory Inc., dated December 16, 1997, re- issued on 7 -18 -98 signed and sealed by Gilbert Diamond, P.E., for the following tests: 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 (single door only) 4) Large Missile Impact Test per SFBC, PA 201 -94 5) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 6) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 along with manufacturer's parts and section drawings marked by Fenestration Testing Laboratory. 2. Test Report No. FTL -1736, prepared by Fenestration Testing Laboratory Inc., dated 02 -25 -1998, re- issued on 8 -17 -1998, signed and sealed by Gilbert Diamond, P.E., for the following tests: 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) No Water Resistance Test performed. 4) Large Missile Impact Test per SFBC, PA 201 -94 5) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 6) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 Along with manufacturer's parts and section drawings marked by Fenestration Testing Laboratory C. CALCULATIONS 1. Anchor Verification Calculations, complying w/ FBC -2004, dated 06 -16 -2005, prepared, signed and sealed by Walter A. Tillit Jr., P. E. 2. Anchor calculations & comparative analysis prepared by Kelvyn Whitfield, P.E., Consulting Engineer, Inc., dated 03 -17 -98 revised on 09- 01 -98, signed and sealed by Kelvyn Whitfield, P.E. (Submitted under NOA# 01- 0730.01) D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E -1 q L chanda, P.E. Product Control Examiner NOA No 06- 06112.03 Expiration Date: October 26, 2011 Approval Date: October 26, 2006 Daybar Industries Limited NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (Submitted under NOA # 05- 0620.09) 1. Tensile test report prepared by ATC associate Inc., report No. 13974.0001(FTL#1735- A2, A3 & FTL #1736 -A1, A2.), dated August 28, 1998 for Steel samples, tested per ASTM E- A370 -97 -a, signed and sealed by Peter Read, P.E. F. STATEMENTS 1. Statement letter dated 05- 26-06, verifying "Tilteco, Inc." still in business, signed and sealed by Walter A. Tillit Jr., P. E. 2. Statement letter of anchor verification compliance to FBC -2004, dated June 10, 2005, signed by Walter A. Tillit Jr., P. E. 3. Statement letter of conformance & "No financial interest ", dated March 17, 1998, signed by Kelvyn Whitfield, P. E. (Submitted under NOA# 01- 0730.01) 4. Statement letter of compliance issued by Fenestration Testing Laboratories, as part of above referenced test report. G. OTHER 1. This NOA renews NOA # 05- 0620.09, expiring October 26, 2011. 2. Manufacturer /Distributor agreement dated February 19,1998. (Transferred from NOA 98- 0528.02) 3. Notice of Acceptance No. 01 -0730.01, issued to Daybar Industries Limited., For their Series LS 18, Flush Outswing Commercial Steel Door, expiring on 09/24/06. 4. The other NOA(s) associated with this file are 01- 0730.01 & 98- 0528.02. E -2 1,s+�1. Lwa., q L chanda, P.E. Product Control Examiner NOA No 06- 0612.03 Expiration Date: October 26, 2011 Approval Date: October 26, 2006 M 52 1/2" 1/ T/ --1/4 - r) 2 52° 0 A 48° D00. 0-' N HEAD 2 ry a • 0, „ L 31 15/16 I • 40 1/2 47 1/2 am FLOOR LINE M O z THRESHOLD ELEVATION "A" SINGLE DOOR ASSEMBLY EXTERIOR VIEW (OUTSWING) NOTCH THRESHOLD TO SUIT JAMBS. SEAL JOINT WITH CAULKING WEATHER STRIP BS &HEAD HORIZONTAL SECTION "A" * SEE SHEET NUMBER 3 FOR JAMB ANCHORING DETAILS 76 1/2° , . .i° k . . 78° 0/A 1/4 POURED CONCRETE OR CONCRETE BLOCK HEADER REQ'D. HEAD NOT RETAINED BY BUILDING'S HEADER 02253 WEATHERSTRIP FACE OF STOP SURFACE BOLTS (G INTERIOR SIDE WEATHERSTRIP JAMBS &HEAD SCREW - FASTENED APPROX.12 °O.C. 1/2' MIN. GYPSUM WALL BOARD DR PLYWOOD SHEATHING * STRUCTURAL MEMBER AT HEADER MUST BE DESIGNED TO CARRY 174 I/Fr & RENEWED BY BUILDING OFFICIAL MIN, 2 -2'x4' WOOD PLATE HEADER a DDDR #1722 THRESHOLD IP SILL, FASTENED 0 FLOOR, W/1/4 "0 TAPCONS W/1 3/4° EMBEDMENT ® 12° 0.C. sr ELEVATION "B" DOUBLE DOOR ASSEMBLY EXTERIOR VIEW (OUTSWING) 110* .O?* 1 7/ /4 1/8 OURED CONCRETE REQ'D. EAD RETAINED BY BLDG'S WOOD HEADER JAMB 12 GAGE xl 1 /2'x11 7/9' GALVANNEAL STEEL SURFACE STRIKE REINFORCING. 0 a 3/4' x 1/4' x B' SURFACE BOLTS H UL 453. FLOOR UNE PA TIAL VERTICAL SECTION A' —A' & ' —B', (APPUCABLE TO WOOD FRAME BLDGS.) FOR "A° & "B" ELEVATIONS VFRTICAL SECTION: FOR "A" & "B" ELEVATIONS M- 111111KIMIll UMW 11111111111 1111111111 1111111111M 35 3/4 / 7 11 • HORIZONTAL SECTION "B" 1/8 PRODUCT RENEWED . <iAro+ BMWs BILL OF MATERIALS: lti%SiEE1. HOT -DIP GALVANIZED TO ASTM A893 (CQ,1.F0). COATRIO DESIGNATION A25 (ZF7S). FRWEt -- JN155 & HEAD: 18go (.051' MIN.) - HINGE ROW: 10 go (.134° MIN.) - STRIX i /OEADSCLT RENF:14ga (.07511118) - MORTAR GUARDS 22ge (.027'). DOURO - FACE SHEET: 1858 (.0451818.) - HINGE REINF: 1058 .154°MN,) - LOCK REINF..EMD C CLOSER REINF. 1558 (.05YMN.) SURFACE BOLT REINF. - ASTRAGAL & STRIKE TARS: 1498 (.75'MIN.) - PAPER HONEY COMB CORE 87'0 BY TENNECO WO. BONDED TO INSIDE FACES. HARDWARE' - HINGES-4 1 /2x4'PENRCD # PLPTSDS0 - 1ATCHSET- S.PARKER #8 FRS 628 - CEADLOCK- S.PARKER 192180 - SURFACE BOLTS-3/4N1/4N8" #UL453 - OS WRED TRIP AFCC#�� NYL +MD # 02283 ADHESIVE BACKED CLOSED CELL FOAM (1/81x1/2' - THRESHO1.0 -*FCC# 1722, ALUM/wNYL SECURED W/TAPCON 3 /10t1 3 /4'RH. WRENS, OR 181%2' F.H. EKE OR /10x2' F.H.W.B. Design Pressure Rating Positive Where water infiltration Requirement is needed Where water infiltration Requirement is not needed Not Approved +80 PSF Negative Not Approved -80 PSF PROM= /MINIM Wesim v►Sw IN SCALE; NT5 DATE: 06/02/05 APPROVED BY: DRAWN BY (OLD HMO 0901) DAYBAR INDUSTRIES UNITED WLLlr Tg'9Y1N0 tr ®Y177N2d'R1N0 ab1TPAPW 1235 AEROW000 DR. MISSISSAUGA, ONT. L4W 189 °A11' 'e" '�' DADE COUNTY - PRODUCT APPROVAL WRLTER TRW lr. roc HOLLOW METAL DOOR ASSEMBLY DETAILS norm LI& 1 44 DRAWING NUMBER 05 -123 SHEET 1 OF 5 co 2 47 3/4 H r r SURFACE LOSER REINF 1 5/8° DIA. DEADLOCK PREP 02 3/4" 8/ 2 1/8" DIA. X1181 LOCK PREP ® 2 3/4 "BACK SET n 10 0, 'ASTRAGAL 35 35 3/4 1 5/8" DIA DEADLOCK PREP 02 3/4° B ELEVATION "A" SINGLE DOOR # 161 STD.CYLINDRICAL LOCK. PREPARATION (ANSI A115.2) (DEADLOCK PREPARATION SIMILAR). SEE DWG, N0,4 FOR REINFORCING DETAILS co 2 1/8" DIA$161 LOCK PREP ® 2 3/4 "BACK SET ELEVATION "B" o,I DOUBLE DOORS BILL OF MATERIALS: NOTE: ALL STEEL HOT -DIP GALVANIZED TO ASTM A653 (CQ,LFO), COATING DESIGNATION A25 (ZF75). - FACE SHEET: 18ga (.045" MIN.) - HINGE REINF: 10go (.134" MIN.) - LOCK REINF.,END CHANNELS, CLOSER REINF. 16ga (.057 "MIN.) SURFACE BOLT REINF. - ASTRAGAL, & STRIKE TABS: 14ga (.075" MIN.). - PAPER HONEY COMB CORE MF'D BY TENNECO PKG. BONDED TO INSIDE FACES. HONEYCOMB CORE 1000.(.134°) STEEL HINGE REINF. WELDED TO SKIN 8 PLACES STD. HINGE PREPARATION ASTRA AL NM S: 1 1 /$ 28 3/18 HOLES — CSK FOR Q8 ST SCREW DEADLOCK STRIKE ANSI STRIKE 1 1/4 0 st- DEADLOCK STRIKE D &T FOR 8 -32 MS 1 1/ o ANSI STRIKE D &T FOR 12 -24 MS 14 OA MATER1A). Sac a. Plot WELD TO BOTH ME SHIMS 3•0.R N VERTICAL SECTION: 1 5/8 18ga END CHANNEL FULL WIDTH OF DOOR 18ga SURFACE CLOSER REINF (3 151 5/8 CHANNEL SNAP - LOCKED TO END CHANNEL I8ga FACE S4E (.045 5 MIN. MIN. MIN.YIELD STRESS 39,500PSI) HONEYCOMB CORE BOND Imo. TO FACE SHEETS 16go SURFACE BOLT RE1NF. (3 1 /2'Wx9 "Lx 1 5 /8 "CHANNEL,BONDED TO FACE SHEETS) SIR8cE TAas MX= /IOdit Morphine ra INPINidas 0,5 APPROVED BY: 11 3/4-. 0.D. F Aceovtaaas gagrado :OM DATE 08102 05 INDUSTRIES MOM mar ` 1 ~ ~ / 6' BAYEAR ROW000 OR. MISSISSAUGA, ONT. L4W 189 ddmi, 43011 pat eat p .L,aP Rgr�-W.P 1 FLORIDA Lks.j 44187 4' P. DADE COUNTY - PRODUCT APPROVAL HOLLOW METAL DOOR ASSEMBLY DETAILS DRAWN BY sp. (OLD HMO 0901) DRAWING NuMBER 05 -123 SHEET 2OF5 r ELEVATION "A" SINGLE DOOR FRAME JAMS ANCHORING DETAILS: (NO ANCHORS IN HEAD ARE REQUIRED WHEN HEADER & JAMBS SUBSTRATE IS CONCRETE OR GROUTED CONCRETE BLOCK HEAD IS REVD. TO BE RETAINED BY EXISTING BUILDINGS W000 HEADER, WHEN HEADER & JAMBS SUBSTRATE IS WOOD) a L VAT :OoYT°® 00,011F212 Efts max WALL REM CAM I2 VON) LIBIRDIN MINT 04X04 4) 4) 21 MM. NO M ��402121 0.1 4)1. >�e JAYS SOLO 0TIN /CROW PER 45104 0444 04/0440 COUP22291011 27ROMITH OF 244 04. WIRE ANCHOR INSTALLATION TO MASONRY WALLS ERA BUTTERFLY ANCHOR BEE SHEET 4) OMB pct WELDS ustpLArzwoo 6/ 2 1/44' WIL 1223601ENT. ELEVATION "B" DOUBLE DOOR FRAME REQUIRED TO HE VEDA V/ G " 0.59 (SPECIFIC GRAVITY) JAMB ANCHOR LOCATION OUBi r B'>tB" V000 STUDS NAILED TD SHEATHING REA74 MaK NUE ERA BUTTERFLY ANCHOR (SEE SHEET 4) ONTINIJDUS CAULK BOTH SIDES (TVPa (6) 3/tr-96 X 6' STEEL CARRIAGE BOLT V/ NUT AND VASHER. INSTALLATION OF LICAN INSTALLATION OF 3/8"0 SLEVE ANCHORS TO CARRlgAi LT TOW00D MASON_R_Y_WALLS ERAME WALLS co 1- oo 5 8 HARDWARE REINF. WITH MORTAR GUARD #02253 WEATHER STR P 11 ,„1-- JAMB SECTION "C" ' (HEAD SIMILAR) SEE SHEET,N0,5 FOR REINFORCING DETAILS 280 EATHER STRIP CONCRETE FLOOR LINE WELDED CORNER DETAIL DIEMITRED CORNER CONT. WELDED INSIDE FACES it AT RETURNS M SILL SECTION "D" #1722 THRESHOLD SCREWED TO SILL W/1 1/4" 0 TAPCONS W/ 1 3/4" EMBE[ @ 12" 0.C, r G6•o6IZ ®j, BILL OF MATERIALS: .050'ALUMINIUM THRESHOLD 17)2 AL�STEEL HOT —DIP GALVANIZED TO ASTM A853 (CQ,Lf0), COATING DESIGNATION A25 (2F75). — JAMBS & HEAD: 18ga (.057" MIN.) — HINGE REINF; 10 ga (.134" MIN.) — STRIKE /DEADBOLT REINF:14ga (.075 "MIN) — MORTAR GUARDS 229a (.0271. / IL E C O .Na. \ Our 7044T2NNap(a yr�a02( COMPANY NSW . , (�T=MO in 01RO°`-KfT MISER MU, dr. �E SCALE: NTS GATE: OB /02/05 APPROVED 81', DRAWN BY 3.4 . (OLD HMD 0901) DAYBAR INDUSTRIES UM FED 1235 AEROW000 OR, MISSISSAUGA, ONT. L4W 199 DRAWING NUMBER 05 -123 DADE COUNTY - PRODUCT APPROVAL HOLLOW METAL. DOOR ASSEMBLY DETAILS SHEET 3OF5 4- .285DIA. DIMPLES EACH EN 110 3/16 4 -HOLES TAPPED .343 12- 24M.S. 2 -HOLES .225DIA MATERIAL 100A. (.134 ) SATINCOAT 8 1 1/4 6 -WELD 7/8 PROJECTIONS 3/16 .18701A. &.030 DE P R 2 -3.1 BDIA HOLES FOR DUST BOX 4.875 a DRILL &TAP 2 -HOLES FOR 12 -24 D tf4 3 /16 ormattrimpir 5/16 i r- 0 0 4 7/8" A.S.A. STRIKE REINF. BAR MATERIAL 120A.(.0971 SATINCOAT (ANSI A115.1,2) n 3 5/ 4 1/8 8.875 5 1/2 5/16 0.188 DOOR HINGE REINFORCING 0,7x0 8) 1/8 °0 SPOT WELDING HOLES 1.296 4 °FOR 2 3/4 BACK SET 2.000 1.250 1.250 BARREL SUPPORT 2.64 1 °DIA. 32 1.32 ry N BARREL SUPPORT MAT. .035 SATINCOAT R.312 .390 .20 6.750 EMA 11IITTF LY ANCI.m_R_ MATERIAL: 18 GA SATIN COAT REINFORCING LOOP ry MAT. .035 SATINCOAT 5 .187 DIA. TO SUIT 6 /32UNC THREAD 2.126 0 750 313DIA, .180 1.038 2.632 #161 EDGE REINFORCING MAT. .045 SATINCOAT kaa ANCHOR STEEL WIRE ANCHORS (0.178° DIA, 8 1/2° LONG) IN HORTL Fu Min. ®98.9 Ke. Fy M1n. -40.2 K91 VIEW "X° O O 3 WELD.PROJECTIONS 3/16DIA.x.025 DEEP 2 3/4' DEADBOLT STRIKE REINFORCEMENT (ANSI A715.17) foRoRtICTRISMin Emma6.,f��C�,��.6,l�C�'•,08 @��l7vll Chides eltmeuol .075° °as U r7 N PRODUCT WISED t1sF7m1811 BBUR IL ECOINC.� ITLUT 7 YC& t EN0INE8NINd COMPANY 0.84 "¢8i its f e- 08- OGD87t9 OVER A, RR&MLT #44OE ENGINEER: FLORIDA REGISTRATION N0: SCALE N1S ARPROVED BY: O�tPLtNE DAM 04/02/0s DAYBAR INDUSTRIES UMRED 1235 AEROWOOD DR. 6LSSLSSAUOA, ONT. L44 165 DADE COUNTY - PRODUCT APPROVAL HOLLOW METAL DOOR COMPONENT DETAILS DRAWN BY (01.0 HAND 0501) 054511NO NUMBER 08 -123 SHEET 4OF8 4 -,195 DIA. DIMPLES ON EACH END - +3/8+3/4 -� + 1 /ta .4 L,090 OUST BOX d0 V M M 411 c0 1/8 4 -HOLES TAP FOR 12- 24.M.S, -8- 4. 4) - 1/8-- 3/8 — 5/8 1)4- O 0 O 0 FRAME HINGE REINFORCING - 4 1/2" 1 /2. -+5/8 MATERIAL 14 GA SATIN COAT BLANK SIZE 4 1/8x2 1/4 PART # 2 -1066 1 /4DIA.HOLES SNAP IN DUST 7/8 FO BOX .050 OFFSET to u7 °4— DUST BOX (1^THROW) .030 OFFSET -.075^ 4 7/8" STRIKE REINFORCEMENT - ANSI A115.1,.2 3 WELD,PROJECTIONS 3/16014.x.025 DEEP DUST BOX (1-THROW 075" —71 2 3/4° DEAOSOLT STRIKE REINFORCEMENT (ANSI A115.17) PROBOCPRENEWED rutezantalfththe 1m 11 s4 r �oMdo f1 PRODUCT same its enumanaNaNwrIstki Asalwooze No gspixotIon NTS APPROVED SY. / WC) \ DA1 DAR i2NDUSTWE8 LIMITED mur 16SVN0 1174005E&ilW COMP,,At 1230 AEROWO0D 0R. I&SSISBAUDA, on L4W 1Bo i r® DADE COUNTY - PRODUCT APPROVAL. Man A. U. /e Jr. HOLLOW METAL FRAME COMPONENT DETAILS FLORIDA DRAWN BY ey. (OLD HMO 0001) DRAWING NUMBER 05 -123 SHEET 5 OF 5 t1?-\=.-e.ovi 0 e v M rcc.T BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI DADS COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) Comdinavalle CIA. LTDA. Av. Occidental N. 61 -24 Y F. Alfaro Quito, Ecuador 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 Nlami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BRA) to be used in ' . 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: Outswing Wood Deers w/ wo Sidelite and w/ wo Transom APPROVAL DOCUMENT: Drawing No. 04434, titled "Non-Inipact Double & Single Oat.swing Wood Doors w/ Wood Raised Panel, Transom & Sidelites ", sheets 1 through 10 of 10, dated 10/13/04 and last revised on April 07, 2005, prepared by the Tilteco Inc., signed and sealed by Walter A. Unlit Jr., P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami - Dade County Product Control Division. MISSILE IMPACT RATING: None. Hurricane Protection devices complying w/FBC, per applicable zone, are required LABELING: Each unit shall bear a permanent label with Comdinavalle, Quito, Ecuador and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages B-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P .E. NOA No 05- 0203.04 Expiration Date: May 12, 2010 Approval Date: May 12, 2005 Page 1 Comdinavalle CIA. LTDA NOTICE OF ACCEPTANCE: EVIDENCE SUBM11"11.7) A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 04-134, titled "Non - Impact Double & Single Outswing Wood Doors w/ Wood Raised Panel, Transom & Sidelites", sheets 1 through 10 of 10, dated 10/13/04 and last revised on April 07, 2005, prepared by the Tilteco Inc., signed and sealed by Walter A. Tillit Jr., P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 Along with marked -up drawings and installation diagrams, issued by Fenestration Testing laboratory, for outswing door w/ sidelite: test report No. FTL -4170 dated 11/18/04, outswing double doors: test report No FTL -4281 dated 11 /19/04, Outswing arch double doors: test report No. FTL -4279 dated 11/19/04 and outswing double door w/ transom test report No FTL -4304 dated 11/19/04, all signed and sealed by Edmundo Largaespada, P.E. (Note: These test reports have been revised by addendum letters dated April 05, 2005, issued by Fenestration Testing laboratory, signed and sealed by Edmundo Largaespada, P.E.) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, prepared by Tilteco, Inc., dated 01/31 /05 and revised on 04/07/05, signed and sealed by Walter A. Tillit Jr., P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of conformance and "No financial interest" dated 01/28/05, signed and sealed by Walter A. Tl it Jr., P.E. 2. Laboratory compliance letter, as part of the above test reports. G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC). 2. Test proposal approved by BCCO dated 11/25/2003. 3. Distribution Agreement dated Sep 9, 2005 between Comd navalle, Quito, Ecuador and EcuaValley Distributor Inc, Miami, F1. (dba Miami Valley Doors). 1S4t401, \. Ltiavta4 Ishaq L Chanda, P.E. Product Control Examiner NOA No 05- 0203.04 Expiration Date: May 12, 2010 Approval Date: May 12, 2005 E -1 Q ENERAL MID SAP CaFICB,TIQNS: 1. FENESTRATIONS SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (P. A. D.) HAVE BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2001 EDITION OF THE FLORIDA BUILDING CODE. FENESTRATIONS MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1619 OF THE ABOVE MENTIONED CODE. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.A.D., AS TESTED, WERE NOT OVER STRESSED, A 3341 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS. THESE FENESTRATION'S ADEQUACY FOR IMPACT AND CYCLIC RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1608.1.4 OF THE ABOVE MENTIONED CODE AS PER TAS -202, AS PER LAB REPORTS No. 4170, 4279, 4281 AND 4304 AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTION 1811 OF THE FLORIDA BUILDING CODE. • 2. ttwamUM T 11 PRECNNIC REMO 488.0 pad_ -85.0 p31►. WITN EXTENSION FLUSH BOOS MID ONE SIDED DEAD WA 3. THESE FENESTRATIONS ARE APPROVED FOR AIR/WATER INFILTRATION. 4, ALL WOOD PROFILES SHALL BE MAHOGANY WITH MEDIUM VOLUMETRIC MASS AT NORMAL HUMIDITY 520 kg /M"3. 5, DOOR ASSEMBLIES WITH TRAMSOM OR SIDELITES MUST INCLUDE HORIZONTAL AND VERTICAL MULLIONS INDICATED ON THIS DRAWING OR MIAMI -DADE COUNTY APPROVED CUPPED MULLION (STEEL OR ALUMINUM) W/ MINIMUM 1/8° THICKNESS (OPTIONAL). MULLIONS ARE REQUIRED BUT ARE NOT PROVIDED BY THIS DOOR MANUFACTURER, 8. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE BUILDING STRUCTURE. WOOD BUCKS MUST HAVE A MINIMUM SPECIFIC DENSITY (0) OF 0.85. WOOD BUCKS MUST 'SUSTAIN LOADS IMPOSED BY FENESTRATIONS AND TRANSFER THEM TO THE BUILDING STRUCTURE AND TO BE REVIEWED BY BUILDING OFFICIAL. 7. ALL FRAME MEMBERS SHALL BE ANCHORED TO EXISTING STRUCTURE FOLLOWING SPECS INDICATED ON SHEETS 2, 3 & 4 AS APPUCABLE. 8 t I 1; 3,7 1.,:11: 111r,j. :IX�, 117.1 _ .! l dtl! _ a•n .1fl!,:_ '.a ±; . . 9. REMAINING COMPONENTS FOR THESE FENESTRATIONS SYSTEMS SHAU. BE AS INDICATED ON BILL OF MATERIALS, SHEET 5 OF THIS DRAWING. 10. FENESTRATION'S MANUFACTURER LABEL SHALL BE PLACED ON A READILY VISIBLE LOCATION. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABEL SHAU. READ AS FOLLOWS: ECUAVALLEY DISTRIBUTORS, INC. d /b /o MIAMI VALLEY DOORS MIAMI, FLORIDA MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED. 11, FENESTRATIONS INSTAL.LA11ON SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED T0. 12, ALL FENESTRATIONS COMPONENT 50055 WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING SHALL BE SEAL/CAULK TO PREVENT WIND /RAIN INTRUSION. CAULK AND SEAL AU. AROUND FULL LENOTH. 13. (a) THIS P.A.D. PREPARED BY THIS ENGINEER IS GENERIC AND D053 NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT: Le. WHERE THE SITE CONDITIONS DEVIATE FROM 7145 PAD. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING UFE SAFETY OF THIS PRODUCT, BASED ON THIS P.A.D., PROVIDED HE /SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (e) THIS PAD. WILL BE CONSIDER INVALID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (P.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE PA.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE PAD. ENGINEER SHALL SUBMIT TO 7111S LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW IN ADDITION TO A MANDATORY SUBMITTAL TO MIAMI DADE COUNTY BUILDING 000E COMPLIANCE OFFICE FOR EITHER A PRODUCT APPROVAL REVISION OR A ONE 1103E APPROVAL ((ee)EpRRIIG PAD. SHALL BEAR THE DATE, SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT 03.itI1a10 Ze F.B.C.. (H.V.H.Z.) / MIAMI -DADE COUNTY 1L ECO TU UT meow tr 6N01NEQ8N0 COMP. 6meTz 1:z,: MAGUStigat ®-0MM 'WCADA RU. 9 44107 NON W/ IMPACT WO00 RASED PANEL, TRANSOMNG& SIDELITES 0ORS b MOWN 1iQALC tlM11P7611san , 10/13/04 =WI MAT =DM US S CNL LTDA. °'t *0313 NW, 133 CT, OECIMAL N. 01 -114 Y F. AIF.V° 04-134 I0 0, FL 33103 000x- 6al°a0R a a"j ESSICF1Ma 1114 w COMM aw 33.44010 No a I Q3lIERnL /Q$. 7 T sum 1 OF 10 ARRAN:EMT OF STRAICNT OR CURVED RAILS AT DOOR NAY VARY HOWEWER, SIRAI5HT R495 SHALL ALW 8E COMPONENT 7 AND CURVED RAILS SHALL. ALWAYS BE COMPONENT . CONVECTION OF TO SASH FRAME SHALL BE AS moo= ON l0 AR.RANOEMENT M4Y BE PERFORMED AT All DOOR TYPE OR 0022011 A7I0N INCLUDED ON WS DRAMS. CLUSTER OF (5) r 0.O. HORIZONTAL Mu INSTALLATION SEE DETAIL 1/7 B'-11° S.W. (Max.) 11A/9 MULLION (OPTIONAL) SE NOTE 5/I 2'-11 7/8° F.H. . ax) a -ro° C/7 VERACAL MULLION MI DETAIL 2/7 MULLION (OPTIONAL SEE NOTE 5/1 CLUSTER OF (5) s' s' o.00 7W. TOP/80770U) -2- F.W, (umr. 10 c/7 INS�TT> SEE DETAIL 2/7 92° Max. HORIZONTAL N INSTALLATION SEE DETAIL 1/7 1s) • NOTE Max. AREA 1118376 11I" 7-I, 7/8° sFL II'-7 J/4° OM 'I/u) (SSW l9 swarms 8' -1 .1 /4° F.9 (kem) 8' -1 7/8' F.H. (Max.) Max AREA a 1119,376 In4 (/8 7' 7/B• 5 1/2° or. All AMID) (11R ALL OW) 2' FW. (Nmr, 2' -11 1/2° S.W. (Mac) OA /9 RdUWO AD N L?a102Lf JL�IVSGN (o/MO - F,W.: FRAME MOTH - F.H.: FRAME HEIGHT - S.W. : SASH NM - S.H. : SASH HEIGHT - O.W, : OVERALL N7DTH - ON.: OVERALL HMI' - DLO : DAYLIGHT OPENING - P.F.H.: PARTIAL FRAME HEIGHT DESIGN PRTSSUkE RATYNO; DOUBLE DOOR'S IYD9! (4) ON SIDED DEAD Bog 8 + INACTIVE DOORN, TTRANNSSO A POSMYE 65 pet NZG4flVE 65 PHT CLUSTER OF (9),4 • APPROVED SHUTPERS COMPLYING WITH 1431.11.2 ABC. ARE REQUIRED FOR 21STALa170N OF THESE MTS. 2' -l7 7/9• slit (Han) 9' 10" O.W, pus VERT441. M BULL= 11 B/7 10 D/7 no MULLION 2/7 SEE DETAIL St/7 SEE 0 C/7 10 C/7 INTERIOR ELEVATIONS: (OUTSWijIg DOORS) N.T.S. S0R #S (axxo) 053109 PRESSImS RAIN DOUBLE ®DOOR5 WITH (4) 095 0EAD BO T" + (2) EXIEtaSION WOVE DOOR, W/SHA 1205MYE 85 psf 65 psi F.B.C. (14.V.14.2.) / MIAMI -DADE COUNTY NON IMPACT DOUBLE & SN&E OUTSWING WOOD DOORS W/ WOOD RAISED PANEL, TRANSOM & SIDELITES osmium pa weavemera d/b a atil V LILY DOM COMAYALLE CIA LMD14. 112$2 L 793 CT. Pt, =eat N. el -t24 Y F. ALFAW ,SAS, P1. 1.11011 aUH'D- ECUADOR ma m MIME 1 ave` a m Maim= 1 Am AS Vass SCAR 10 /1. /a4 OATH 04 -134 SHHEP 1 q'10 CLW^1ER OF (5) .r 0.C. (07. 1SP & 501704 N D/7 0 D/72° CLLSTER of (5) 14 3"0.0. MA TOP & sorra') g, ® 3° O.0 (I)P. TOP & 1017 ) 0/7 0' -11 1/ ?• PAAH. (Me +) 6' -1 J /4" trYP) 1:FA OM) 7' -11 7 /B" S H. 140X.) B' -1 3/4' F.H. (Max) • NOTE Max. AREA - 1119.975 Re 3/4' 8' -P 3/4° 4' -11 LE/16' P.F.H. (Moz) S.H. 1'T) " Mr. 5 f/2° 3 OR ALL AROUND) ' -11 1/2° S.W. Fw (Mor.) I► 0/7 I/ 0/7 fiT ALL ARC%D) ROUND ARCH DOOM 000 - F.W. : raw ;WM - FA : FRAME HECHT - SW.: SASH WIDTH - SN, : SASH HEIGHT - O.W. : MALL WIDTH - O.H.: OVERALL HEIGHT - D.L.O.: DAYLIGHT OPENING - P,f,H, : PARTIAL FRAME HEIGHT ARRANOEMFR7 OF STRAIGHT OR CURVED RAILS AT DOOR H U4Y VARY. HOWEVFJ1, STRAIGHT MKS SHALL ALWA RE COMPONENT AND CURVED RAILS SHALL ALWAYS BE COMPONENT '7. CONNECTION OF TO SASH E SHALL BE AS I:0IA4TED ON 10. ARRANOTMENT MAY BE PERFORMED AT ALL DOOR TYPE OR CONROURATTON INCLUDED ON THIS DRAWNO. _2' -11 1/2° 2' -!1 1 /2" s,w. 3.vr. F.W. (Man) II 13/7 I D/7 ,FEAT ARCH DOOR l {DEVON PRESSURE sir& DOUBLE WIN (4) ONE SIDED DEAD SOL 2 E TENSION FLUSH BOLTS RA THE DOOR P09I0VE 65 pet NECATAAT 65 pel •.APPROVED SHUTTERS COMPLYTNC 01111 H,VH.x, F.B.C. ARE REQUIRED FOR INSTALLATION OF THESE UNITS. INTERIOR ELEVATIONS (OUTS SWING DOORS) MT.& B' -2" 10/7Fw. (Man) n B/7 =M S= 000 M5t. ��tNcln F.B.C. (H.V.H.2.) / MAN-DADE COUNTY NON IMPACT DOUBLE & SINOLE OUTSWING WOOD DOORS W/ WOOD RAISED PANEL TRANSOM & SIDELITES IL ECOINC, °mailmir;, Be INUFA 111437 » * NCIN ,9 NO \ tl/b%a i IAMI VALLEY 000RS COI�AVAVALLE CIA. LTDA. 0110' "{mom , ( ��`.im °"N -1m1m'a 1� 5114211, FL SAM. 133 . AV. HUUL w�� -B�t 4 r P. aiNfm •-0 051.50m It 0 7 2005 WALTER a Jr. P. E RA MA Lle. 44107 awa CUE ‘17.271101 Ont 00 ®i01 SCALE 10/13/04 LATE 04 -134 SHEET 3 01 10 ID/7 ir rMox• IkD/7 m) 2" Mqx. 7' -11 7/8" S.H. (Max.) 1' -5 41/64" P.F.H. (Max.) 8' -1 3/4" F.H. (Max) 8' -1 3/4" F.H. (Max.) 7' -11 7/8" S.H. (Max.) 7' -4 9/16" P.F.H. (Max.) cir H/8 8" 0/7 (M. ALL AROMND) 2' -11 1/2" S.W. (Max.) STIAIGMT SINGLE L0 - F.W. : FRAME WIDTH - F.K : FRAME H©JIDHT - £ W.: SASH WIDTH - £H.: SASH HEIGHT - OW.: OVERALL 11DTH - O.H. : OVERALL HEIGHT - D.L.O.: DAYLIGHT OPENING - P.FH. ; PARTIAL FRAME HEIGHT 8" Max. 2' -11 1/2" (rm.. ALL AROUND) —£W. (Max.) I1 0/7 FULL ROUND ARC SNNG1IF DOOR 8" Max. 5 ' -11 1/2" (1)73. ALL AROUND) II ' D/7 Max.) ARRANGEMENT OF S/RAIGNT OR CURVED RAGS AT DOOR LIMY VARY. I-4MM STRAIGHT R4 5 SHALL ALMA BE COMPONENT AND CURVED RAILS SHALL ALMS BE COMPONENT CONNECTION OF 0 SASH FRAME SHALL BE AS 1MD1CATED ON 15 ARRANGaterT MAY SE PERFORMED AT ALL DOOR TYPE CR CONFIGURATION INCLUDED ON THIS DRAWING. (x) FIAT ARCM SINGLE DOOR 00 1 RESSU i RA AXLE , imN (2) ONE SIDED DEAD BOLTS +G: POSITIVE 55 PO NE-COW 55 - • APPROVED SHUTTERS COMPLYING I41H NV.N2„ F.S.C. ME REQUIRED FOR /NSTALLA77ON OF THESE UN7y INTERIOR ELEVATIONS (OUTSW/NO DOORS) NT.S. I/ o/7 1 B 2' -11 1/2" P.F.H. (Max.) 7' -11 7/8" S.H. (Max.) 4' -11 13/16" A.F.H. (Max.) • x.H /8 x. 5 1/2" 8" Max. 2' -11 0/7 (TYP. ALL AROUND) S. x ) © (t 7 EQua a NQLI (x) 8' -1 3/4" FN. (Max.) FB.C. (HY.H.Z.) / MIAMI -DACE COUNTY NON IMPACT DOUBLE & SINGLE OUTSWING WOOD DOORS W/ WOOD RAISED PANEL, TRANSOM & SIDELITES d/b a MIAMI 19lLLEY DOORS AS 010414 Miff 1C9TIN9 & ESO346E91N9 COMPANY ('��L g6yq,, s0pppyg qp,,, p� yg, F p, g11� 12913 lLW. 433 CT. CV7` WIMO! 4105)Wl -1610 Fm l L.W31"11 -1611 N WE. Fl 33t98 "-m"m a�mffimoteAm a. 77 ZZ00�� 1 9. APR E8- 9098719 VOLOB3 114.O fr. RT.O9lfl 1 441P. E. COt.401WALLE CIA. LTDA. AY. 0rtIO69W, N. 91 -124 9 F. NSW CU911- ECUMOR 19/13/94 • OAT ®soma 04 -134 8N9:T 4 OF 10 BILL OF M4T7tRIALS Rai /i REM DESCRIPTION EEC 98178111AL & MARKS ul 4 FRAME 1 1 /2 "x 5 1/2" MAHOGANY WOOD 2 STILE FOR WOOD 1 3/4' x 6 1/2° MAHOGANY WOOD 2 STILE FOR GLASS t 3/4" x 6° / 6 7/8° AMHOGmY WOOD 0 1 ASTRAGAL 577LE 1 7/71" x 9 3/4° MOONY 6000 "T &WseR 471408,0 R7 &WM 5171819/1710 gage x t 1/2° RAT HEAD WOOD 27717r STARES AT 14"17101110P/5017011, REST AT t2b.e 0 AS RECD. WOOD MOLD INO 1/6" x 7 /6" 41711004117 WOOD, A TACNSI W/ 11• page x 1 1/2° NA9S TO 4000 8 12° 0.0 e AS REQ 0, WOOD BEAD & MOMS FOR GLASS 1 3/4" x 1 5 /03" 4fl70kO 8/ /8 x 1 3/4° NM SSW Af 3' REM DES REST AT 9° a.G # /16gaga11 101117 NAILS Dd HEWED 501178 78 WOOD 7 TOP RAIL FOR WOOD 1 3 4" x 6 3/8" MAH00ANY WOOD 1 BOTTOM RAIL FOR WOOD 1 3/4 "x 8 I/O" MAHOGANY WOOD 1 BOTTOM RAIL FOR 01D421TES 1 3/4' x7 °/ 7 7/8° MAHOGANY WOOD i 006718'0/47£ S7R4t0IlT EAR FOR WOOD 1 3/4" x 6 1/2" MAHOGANY WOOD 7 INT8t41 1TE SR/1042 RAIL FOR CLASS 1 3/4" x 3 3/4 "/ 5 1/2" A14HIDGANY WOOD 7 Il1fEi0(E0W 8 608750 1417 712 1 3/4" x 9 1/4" / 5" MAHOGANY WOOD 1 HORIZONTAL MULLION 2' x 4" x 1/8' MULLION 6089 -T8 .4WMAWJM ALLOY, 550 DETAIL I.,- 2 VERTICAL MULLION 2° x 5" x 1/6° MULLION 8063 -28 ALUMINUM ALLOY SEE DETAIL 2/7 ! . THRESHOLD 5 3/16" w x 1 3 4" N 11 AL d1AAOAC1tL SAIL U9t - /J4 (508215 AIM 47107/ AS REM W�tHER5TRIP 1/2" x 1 SOMME MANUFACTURER, SERIAL / 0£80 650 AS RECD• SEALANT - CEDAR TAN SILICONE was & 777A� 1L67MIA1101 S07AN7 DAP INC., DfNAFLEX 2J0, PREM1UM E1AS7DMER10 LATEX SEALANT e AS RE0D fRA I LVSTAUAoso WNW 7/4" F.H. 741100 6 W/ 1 1/4R&M AND 3' Elt FOR 1 /4 " AN. TAPCONS W/ 1 1/2° EMBEDMENT & 1" (L1. FOR WOOD MANUFACTURE) BY 1717/81111,00( SEE ELEVATIONS FOR SPACINGS e AS RELIC WO SAEI SOEURS/RPANSO4 SCREWS !Mr FJL WOOD 267192 ON 0077054� AT 12" cc Max. DRIVEN FROM CARBIDE OP FRAME TO SASH ® AS RECD, HEM 02 JAMS TO 1DELION SCREWS /14x2° F.H. &D,S, (TENS) MANUFACTURE) 84'ITW/BUILDEX SEE ELEVATIONS FOR SPACINGS ej AS REQ 0. WAD RAISED PANEL 5/8" m'7 AT EROS & 1 I /4" AT !:ENTER MAHOGANY WOOD, 1' -10 1//2" Max, 1716TH 4' -1 9/4° Max, HEIGHT, Max, AREA - 1119.375 1A" ® AS REOD. NON IMPACT GLASS �� 3/16° INTERMEbi3A1LrB4�GLA25 i LEAD J /16 °!BEAMS + rA1P01 AS READ. HINGE 4'x4" SQUABS NON- t1fAl0YA811 PIN 115 �/1 TAHA ENTERPRISE51 -S "(5 MOE SERIALS OS8410,, 62714X71 WITH (8) /10x1 1/4 F,N. W000 SCREWS !a 1 ONE SIDED DEAOBOLT 1 I /2)1 KW4kSET CORPORATION- SERIAL 863 1 HANDLESE77 (L0 41) BUCKINOM4M HA4NOLOSET sarcomas 1 CHELSEA HWNDLESE7 PLYMOUTH HANDLE5ET .r.E - BADMAN . BUCKINGHAM! - 85380 - ANSI 2 GRADE oc 144SSs - S ur E - 884w - � 2 GRADE C gip g p E . 4/I.r9 - PL�J H - 0300 - /bdSl 1 1 1' DUDES DE 60L• 0 2 /SASH EXMOOR HLUSEI BOLT, SEW 12608 1° r x 6 3/4" A x 1° deep x 1/71" a1/4 DIVM4 E 4747? 80 B077' W/ (4) /toil 1/4' WOOD GEPEWS 1O ASH 2/SASH STRIKE PLATE AT DOOR STYLE P ° W x 2' A x 1/18° Mt METRIC) D4TANA ENTERARSES. INO -7177£ W/ (2) "1" WDO3 SCREWS TO SASH 1 /HEADER STRIKE PLATE AT HEADER I° r r 2 1/4' A r 1/16"&k (NON SI4E;N6) DELTANA ENIERPR1$8S, IND -PLATE 8/ (2) /84° WOOD MEWS 70 1 40E7 AS R80 D SASH CORNER & A4IL GLUE AAP16D AT ALL NORESE & TENON SURFACE CARPENTER CLUE AS RECD. HORIZONTAL MULLION ANGLES 2121a/81V-4" LOX WHAM 41101E W/ (3) / 14x3/410 PH. S.O.$ Ix (2) 1/41,2 1/4° FH, TAPG0NS AS REVD, VERTICAL MULLION ANGLES F9d°x7/B'e0" -4 1/2° LOW fd0MWUM AMU W/ (3) 1 14x3/4"0 PH, L0.S & (2) 1/4112 7/4" 0J4. TAPCONS APR SASH FR1NE 7/6° MAa — GASS M177 AMEILIMMIL 7112 Io /1 6 o'g' x 1 !/2' MIS 10 WOOD O 12" 0.0 II tgl SPACE u4M• 1/4 F20RlOR 11217&0£,0 SIMS 4 /I8' £Y1 15 ~AM MASS W ISM 1 SSW /7O' 01704744 1EMPINED MASS SAM FRAMS PANEL BITE N N AANJB. EL49NG a6Y,R 7112 Mertaimageomplyka 7rBA YLA Cade ��71'aiXr. Ludt Lot ILtN_la F.B.C. (H V.H2.) / MIAMI -DADE COUNTY NON IMPACT DOUBLE & SINGLE OWNING WOOD DOORS W/ WOOD RAISED PANE_I, TRANSOM & SIDELITES Zia TASTING & y10401 �a01 PA41Y l en 'g. 11 4 1='1670': ,8 13"' 12913 too , FL 19..71 We -m�a81 4'Ism18 n . FL exte8 ®-00571717 a. 5. UMW= MI WA »m 7172.185 A. 4 P C SIG RS MANUFACURE% COMDINAVALLE CIA. L1OA, RY. 0020@407. N. 81 -124 Y F. At69R0 • 01100 - 127002 A7 87404171 MALE 10/13/04 GATE 04 -134 0001740 No 8 OF 10 r-3 1/4" I 1 2 1/4 °— — ¢.I- -_ ( 1/.0/ ° 1J 1 7 e 9/7/17 5)8" J v 17/8" 9/ 5/11°-1--2 8 1/8 1 5/61 S5 1/2" OrRAME 6 1/2" STILE FOR WOOD 6 7/8" 3/4" 1 3/4" /8 9/16" RAIL FOR WOOD 0 u/► ;1,: y1 . t ,Y! RUL FOR WOOD 6" 9/76" 3/8" STILE FOR GLAS$ 7/8" 1 2" MOD SCALE FOR ALL MOO COMMENTS IS 1/2 1 " COMPONENTS 1 3/4 "--1 1—/ 3/4" Comma ) BOTTOM RAIL FOR SIDELIT( N LII tj 1. RAIL FOR GLASS fl 1/2° m 1" 0) WOOD PANEL Max, AREA = 1119,375 In' ® tTERYEDUIF CURVED RAIL FOR CLASS 5/8 PALO, (H V.H.Z.) / MIAMI-DADE COUNTY NON IMPACT DOUBLE & SINGLE OUTSWING WOOD DOORS W/ WOOD RAISED PANEL, TRANSOM & SIDELITES 1 L E ®6NC. d/b o NAM " NALLEY 17913 S.W. 133 CT. 59A10, FL 33189 'CLOT MONO & 18113 COMNO COMPANY R"N f� rbAtot-168m.Po+t -1991" .-nom 09°1®mi.mm E9- 9098719 'Mt U°. 6 44187E MAIMFACTUREPo COMDINVIALLE CIA, LIDA, R0 OCCSCOTA*. N. 61 -124 Y 1. AMMO 1114 °u>med 1 ma m r N 60400 10/13/04 002 04 -134 MOM No MEET 6 OF 10 STING POURED CONCRETE REQUIRED. 1 ° P.T WOOD BUCK SEE NOTE 6/1) 1/4' Max. SHIM 1/4° Most. SHIM 2' AT WOOD BUCK (SEE NOTE 6 /1) EXISTING STRUCTURE SECTION B —e EXSTING POURED CONCRETE REQUIRED, 1 " P. T. WOOD BUCK SEE NOTE 6/1) 1/4 Max. SHIM 41/4° Max. SHIM 2' At WOOD BUCK (SEE NOTE 6/1) EXISTING STRUCTURE EXISTING POURED CONCRETE REQUIRED. 1" PT. WOOD BUCK SEE NOTE, s /1) I/4° him SHIM SECTION C —C MEMO N. TA ON A 3 & 44 ANCHORS OF SPACINGS SECTION 0-0 KTS. 1/4° Max SHIM 2° P.T. WOOD BUCK (SEE NOTE 6 /1) 'COSTING STRUCTURE 21e29r1/8" x0'-4" LONG ALUM. ANGLE EA. SLOE W/ (3) 1114n3 1 /44 PF.H 4PCONS W & 1 3/4° Mln. EMBEDMENT (TO CONCRETE WALL) OR 1 1/4" Min. EMBEDMENT (TO CONCRETE BLOCK WALL). 1 1/2" - 3" r. 1/2" SOHO 1/4'" 1° SOME 1/4% 7° 21121e1/8° x0=4 1/2° LONG ALUM. ANGLE EA. SIDE W/ (3) #103/4'4 2%4° PM SOS MULLION & 3/4 Mln. £MBE6MENT TO CONCRETE 1/8" .DETAIL 2 S8ALEE 1 /4'" f' 3/4" 3 3/4" NG CONCRETE MPG VIEW Y szaz I /4°" ►" =sL4bt0a rtg 14.1 F.B.C. (H.V.H.2.) / MIAMI -DADE COUNTY 1 IL ECOINC.\ TILUT 1011/03 1040iNEE MO **PANT APR 9 7 2905 0-4400: °O O571g " EH- 0000710 FLORIDA A. U0. 044107 NON IMPACT DOUBLE & SINGLE OUTSWING WOOD DOORS W/ W000 RAISED PANEL, TRANSOM & SIDEUTES a MIAMI L Y ODORS 17213 LW. 133 CT. 10100, N1 33100 MANUFACTURER COMDWP /ALLE CIA. LTDA. M. OdtOT11AL N. 01 -124 T F. MEMO (3.1170-601140011 4 AS BROWN 00ALE 10/1a/04 CAW 04-134 0MMMO w SH0ET 7 M I0 EXISTING STRUCTURE P,T WOOD BUCK (SEE NOTE 6/1) EXISTING STRUCTURE 2" P.T. WOOD BUCK (SEE NOTE 6/1) MULLION (OPTIONAL SEE NOTE 5/1- SEE DETAIL 2/7 1/4 MAX. SHIM itiromom -t m © m ° e 4 4 4 1 ° P. T. W000 BUCK (SEE NOTE 6/1 0 'G� >Aarr „1"r0,„it II rk/ ,111t-11.1 IL I IL SE'CTIoN E-EE(OU G ®QORS1 (XX) 1 1/4° MM. aDENT ify AWN MAX. SHIM MULLION (OPTIONAL a.rt SEE NOTE 5/1 SEE DETAIL 2/7 EX/S77ND CONCRETE BLOCK WALL OR POURED CONCRETE REQUIRED. STUCCO FINISH 1 ” P.T. WOOD BUCK (SEE NOTE 6/1) 1 Irft'irA 1 /4" MAX. p` EXISTING CONCRETE BLOCK WALL OR POURED CONCRETE REQUIRED, 111E1 CL-i EX/ST7n Nc STRUCTURE 1 " P.T..W000 BUCK 2" P.T. WOOD BUCK (SEE NOTE 6/1) (SEE NOTE 6/1) YJ°z SECTION F -F: (QVTSWING DOORS) (OXXO) ro r.& 1/4" _' �kYAYm MAX. 4 ©�( 14" 4 SHIM on, 0 MAX. SHIM SECTION H }L• (OUTSW/NO _POQR,S) (x) Airs. EXISTING CONCRETE BLOCK WALL OR POURED CONCRETE REQUIRED. STUCCO FINISH *0� asj�R��a� MOMS 1/4 MAX SHIM STUCCO FINISH F.B.C. (H.v,H.Z.) / MIAMI-DADE COUNTY / ii. GCOINO.\ t6t 11TOMO & CNOINURIN 1 COMPANY at0n fit a. +' tutEr m71�71 ,1211avN IBmO e- me-maC COCTM a,aom + I. ua 4y E. est e aria NON IMPACT DOUBLE & SINGLE OUTSWING WOOD DOORS W/ WOOD RAISED PANEL, TRANSOM & SIDELITES re MOWN CAW ECI1A� MaNOfAC1l�t d/b /C l(IAMJ YAUiY DO GSA. LIDA. QOM &iK 139 CT. AY. LPL A6 e1 -114 Y P. AOF)RO um, N. 331@8 C L4>DOR 4 =Maw pia 10/ 13/04 04 -134 DRAM Re POURED CONCRETE REWIRED. 1° P.T. WOOD BUCK (SEE NOTE 6/1) 1/4" &cc SEM 0 : MINN (OPTIONAL.) SEE NDnE 5/1 SEE OET. 1/7 0 /717 �` -� At" Mo. Sfar P.T. NOOD BUCK 4r MIXTURE Z7r� ` (SEE NODE 6/1) SECTION A -A ars NON IMPACT DOUBLE & SINGLE CUTSWING WOOD DOORS W/ WOOD RAISED PANEL, TRANSOM & SR)EU1ES /1 lILIECO.\ INC ECUMAU" 1r TAW 1ESiGm &e vm��ro COMPANY /a ww VALLEY DOORS cLk. LB. r..Mia,..c. f®. phawAs 12973 SW. 137 CL RA 133201131 A 19h12I Y F. 1M artm& �enam° AIMS FL 1ST® 42010- 8 ES-90911719 981.192 A. WW1 SE 211 _1 9944167E * SEE ELEVATION FOR ANCHORS ON SHEET 2 OF 10 F$C. (H.V.H.Z.) / AOA90 -DADS COUNTY AS W10124 SCAM 1O/13j04 w1E 7,a ooh flat o ®oW 04-134 No oo[ 79Ef 9 IN 10 STILE APPLIED Ar ALL MORTISE AND TENON SURFACES CAVITY ON SALE 2"DEEPx5 /87HK.x2 HEIGHT ONCE & GROOVE INTERMEDW TE RAIL MICAL SASH 7E COMMON (b7ERIDR vim N.iS. STILE APPLIED AT ALL MORTISE AND TENON SURFACES CAVITY ON SALE 2 DEEPx5/8"THK.x4HEIGHT TONGE it GROOVE nip= SARI 1TP/EOTTOM CONNECNOH (ESP VIEW) N.T.S. 3 1/4 "W /DTHx 1 1/2 "HE /GHTx 1 /2'7HK. NOTCHED FRAME JAMB ro RECEIVE FRAME HEADER /SILL L�N F.H. 1/2" WOOD SCREWS C CONNNN ECTING FRAME JAMB TO FRAME HEAD FRAME JAMB 3 1/4 "W /DTHx 1 3/4 "HEIGHTx 1 /2'7HK. NOTCHED FRAME JAMB TO RECEIVE THRESHOLD TOP OR BOTTOM RAIL 3) #1Ox3 1/4" LONG F.H. WOOD SCREWS CONNECTING FRAME JAMB TO THRESHOLD TYPICAL ET10b L910111 A! OOfef AAT.S F.E.C. (H.V.H.L.) / MIAMI —DADE COUNTY NON IMPACT DOUBLE & SINGLE OUTSWING W000 DOORS W/ WOOD RAISED PANEL, TRANSOM & S1OELITES / L E C Bea. djb a Imp VALLEY DOORS Th.UT TWINS i SN01N8ERWG COMPANY M11/ P�7®1eta Y Pepa.1 a1M 1 13 S.W. 133 CT. 4.-44111: tf d.mm WAN, FL 33188 NAL'RR A. Jr P, E F+.oSIUA ua 4i1eT AS 040WN RALE xNama010wSw GO DINAVALLE CUB. LTDA. AY. 0CSIS0JiA1. N 81 -124 Y F. A1Fi210 OWM- ECYACOA MR b CM ea Y 4 evmnma J em 10/1.7/04 231! 04 -134 DRAMS tio 6116E! 10 04 10 L'4f- V5-b Wtk-E-Ot t,..‘t.-44rtk5er . Marrero & Associates Architect & Planner Oswald Marrero Florida A.R. # 0015952, Florida A.A.# 0003311, I.D. # 5266 17507 NW 8 ST Pembroke Pines, FL 33029 Contact Person: Dayniel Del Llano Phone: 305- 775 -8190 EVALUATION AND ANALYSIS REPORT 4/10/2010 To The Village of Miami Shores: My firm was hired to do an evaluation and analysis at 9100 N.E. 2 Ave, Miami Shore, Florida. The purpose of the required inspection and report is to confirm in reasonable fashion that the building under consideration is structurally safe for continued use under present occupancy. A systematic visual inspection was conducted for any obvious overloading or significant deterioration of important structural elements. The exterior structure as well as the interior were inspected for surface imperfections such as cracks, distortion, sagging, excessive deflections, significant misalignment, signs of leakage and peeling of finishes. The building was also evaluated for effects of time, any movement of structural components with respect to each other and deterioration of materials. With respect to the former, volume changes have been taken into consideration, principally from ambient temperature changes and possibly long time deflections. In this humid climate highly aggressive conditions exist year round. For most of the year outside relative humidity may frequently be about 90 to 95% while within air conditioned buildings relative humidity will normally be about 55 -60 %. Since most of our local construction does not use vapor barriers condensation will take place within the enclosed walls of the building. As a result deterioration is most likely adjacent to exterior walls or wherever else moisture or direct leakage has been permitted to penetrate the building shell. The building has been properly maintained and no significant deterioration was observed. Considering the age of the building which was built in the 1965. It has 6,100 square feet. The building is very well kept with no loose stucco nor paint nor loose ballast on the roof. Marrero & Associates Architect & Planner Oswald Marrero Florida A.R. # 0015952, Florida A.A.# 0003311, I.D. # 5266 17507 NW 8 ST Pembroke Pines, FL 33029 Contact Person: Dayniel Del Llano Phone: 305-775-8190 Due to minimal proposed structural alterations including minimal additional loads, the building complies with the loads applicable at the time of the original construction. The structural integrity of the above noted structure is in general adequate for the proposed alterations. This statement has been prepared in compliance with the Florida Building Code '07 Edition, Existing Buildings. As a routine matter, in order to avoid possible misunderstanding, nothing in this report should be construed directly or indirectly as a guarantee for any portion of the structure. To the best of my knowledge, belief and ability this report represents an accurate appraisal of the present condition of the building based upon careful evaluation of observed conditions to the extent reasonably possible Should you have any questions or need any additional information please do not hesitate to contact me. Sincerely, 04/26/2010 10:20 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES tiooi /001 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 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 JA) TM 1 I. ttr‘k CO* . to perform special inspector services under the FI rida Building Code at the 1 t) WE, 1 kjPfr project on the below listed structures as of • 24 ` ) 0 (date). I am a registered architect or professional engineer licensed in the State of Florida. PROCESS NUMBERS: G61 0-1 )1) n SPECIAL INSPECTOR FOR PILING, FBC 1822.1.20 (R4404.6.1.20) o SPECIAL INSPECTOR FOR TRUSSES >35' LONG OR 6' HIGH 2319.17.2.4.2 (R4409.6.17.2.4.2) tia�SPECIAL INSPECTOR FOR REINFORCED MASONRY, FBC 2122.4 (84407.5.4) • SPECIAL INSPECTOR FOR STEEL CONNECTIONS, FBC 2218.2 (R4408.5.2) ❑ SPECIAL INSPECTOR FOR SOIL COMPACTION, FBC 1820.3.1 (R4404.4.3.1) O SPECIAL INSPECTOR FOR PRECAST UNITS & ATTACHMENTS, FBC 1927.12 (R4405.9.12) o 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. t.ltikD 1Ab) 2. 3. 4. *Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or Iicensure to perform the duties assigned by the Special Inspector. The qualifications shall include licensure as a professional engineer or architect graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program; successful oemptetion 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 personnel performing inspection services. 1, (we) understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Village Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the County. The village building inspections must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addiSion b the mandatory inspections performed by the Department. Further, upon completion of the work under eac1 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 substan . ordance with = approved plans. Signe '� EngineerlArchitect Name p ivmk„ p0 1N -.-emu Ma) Rddress t ? J�O7 "�Vl�l�ctKro vitae-4M. DATE: •-ks i Phone No. 410 ? Created on 6/10/2009 t Florida Energy Efficiency Code For Building Construction Florida Department of Community Affairs EnergyGauge Summit® FIa /Com -2008, Effective: March 1, 2009 -- Form 400A -2008 Method A: Whole Building Performance Method for Commercial Buildings PROJECT SUMMARY Short Desc: kh shores Description: miami shores kingdom hall Owner: Addressl: 9100 ne 2 avenue City: miami shores Address2: State: florida Zip: 33138 Type: Religious Building Class: Renovation to existing buildi Jurisdiction: MIAMI SHORES VILLAGE, MIAMI -DADE COUNTY, FL (232600) Conditioned Area: 7254 SF Conditioned & UnConditioned Area: 7254 SF No of Stories: 2 Area entered from Plans 7800 SF Permit No: 0 Max Tonnage 15.2 If different, write in: 0 To.0 12/28/2009 EnergyGauge Summit® FIa/Com -2008. Effective: March 1, 2009 Page 1 of 8 Compliance Summary Component Design Criteria Result Gross Energy Cost (in $) 15,134.0 19,085.0 PASSED LIGHTING CONTROLS PASSES EXTERNAL LIGHTING None Entered HVAC SYSTEM PASSES PLANT None Entered WATER HEATING SYSTEMS None Entered PIPING SYSTEMS None Entered Met all required compliance from Check List? Yes/No/NA IMPORTANT MESSAGE Info 5009 -- -- -- An input report of this design building must be submitted along with this Compliance Report EnergyGauge Summit® FIa/Com -2008. Effective: March 1, 2009 12/28/2009 Page 2 of 8 I hereby certify that the plans an Florida Energy Code CERTIFICATIONS ns covered by this calculation are in compliance with the Building Official: Date: Date: I certify that this building is in compliance with the FLorida Energy Efficiency Code Owner Agent: Date: If Required by Florida law, I hereby certify ( *) that the system design is in compliance with the FLorida Energy Efficiency Code Architect: Electrical Designer[P2 (L.\O COSOAL Lighting Designer: Mechanical Designer: Qef Reg No: Reg No: 8 2S Reg No: P2. 8 25 Reg No: Pa 0 Plumbing Designer: �' 'J Reg No: 3 0 2g ( *) Signature is required where Florid Law requires design to be performed by registered design professionals. EnergyGauge Summit® FIa/Com -2008. Effective: March 1, 2009 12/28/2009 Page 3 of 8 Project: kh shores Title: miami shores kingdom hall Type: Religious Building (WEA File: FL MIAMI_OPA LOCKA.tm3) • Building End Uses Total 1) Proposed 2) Baseline 1,024.80 1,517.50 $15,134 $22,453 ELECTRICITY(MBtulkWhl$) AREA LIGHTS 1,024.80 1,517.50 300272 444620 $15,134 $22,453 62.70 182.00 18374 53317 $926 $2,693 MISC EQUIPMT 36.30 3630 10628 10628 $536 $537 PUMPS & MISC 0.00 0.00 9 4 $0 $0 SPACE COOL SPACE HEAT 609.80 882.90 178657 258684 $9,004 $13,064 34.70 21.10 10179 6187 $513 $312 VENT FANS 28130 395.20 82425 115800 $4,154 $5,848 Passing requires Proposed Building cost to be at most 85% of Baseline cost. This Proposed Building is at 67.4% PASSES EnergyGauge Summit® FIa/Com -2008. Effective: March 1, 2009 12/28/2009 Page 4 of 8 Project: kh shores Title: miami shores kingdom hall Type: Religious Building (WEA File: FL MIAMI OPA LOCKA.tm3 External Lighting Compliance Acronym Ashrae Description ID Description Category Tradable? Allowance Area or Length ELPA (W/Unit) or No. of Units (W) (Sqft or ft) Design Min Compli- CP CP ance CLP (W) 24,001 Worship - Pulpit, Choir 24,001 Worship - Pulpit, Choir 4,104 3,150 6 2 PASSES 6 2 PASSES PASSES None Project: kh shores Title: miami shores kingdom hall Type: Religious Building (WEA File: FL MIAMI OPA LOCKA.tm3 Lighting Controls Compliance Acronym Ashrae Description ID Area (sq.ft) Design Min Compli- CP CP ance PrOZo l Sp l PrOZo l Sp l 24,001 Worship - Pulpit, Choir 24,001 Worship - Pulpit, Choir 4,104 3,150 6 2 PASSES 6 2 PASSES PASSES EnergyGauge Summit® FIa/Com -2008. Effective: March 1, 2009 12/28/2009 Page 5 of 8 Project: kh shores Title: miami shores kingdom hall Type: Religious Building (WEA File: FL_MIAMI_OPA_LOCKA.tm3) System Report Compliance acl System 1 Constant Volume Packaged No. of Units System - -902 2 Component Category Capacity Design Eff Design IPLV Comp - Eff Criteria IPLV Criteria fiance Cooling System Air Conditioners Air Cooled 11.20 10.30 8.00 PASSES 65000 to 135000 Btu/h Cooling Capacity Heating System Electric Furnace 1.00 1.00 PASSES Air Handling Air Handler (Supply) - 0.80 0.90 PASSES System - Supply Constant Volume Air Distribution ADS System 6.00 3.50 PASSES System ac3 ac -3 Constant Volume Packaged No. of Units System-902 1 Component Category Capacity Design Eff Design IPLV Comp - Eff Criteria IPLV Criteria liance Cooling System Air Conditioners Air Cooled 11.00 9.70 8.00 PASSES 135000 to 240000 Btu/h Clg Capacity Heating System Electric Furnace 1.00 1.00 PASSES Air Handling Air Handler (Supply) - 0.80 0.90 PASSES System - Supply Constant Volume Air Distribution ADS System 6.00 3.50 PASSES System PASSES Plant Compliance Description Installed Size Design Min Design Min Category Comp No Eff Eff IPLV IPLV fiance None EnergyGauge Summit® Fla/Com -2008. Effective: March 1, 2009 12/28/2009 Page6of8 Piping System Compliance Category Pipe Dia Is Operating Ins Cond Ins Req Ins Compliance [inches] Runout? Temp [Btu -in/hr Thick [in] Thick [in] [F] .SF.F] None EnergyGauge Summit® FIa/Com -2008. Effective: March 1, 2009 12/28/2009 Page 7 of 8 Water Heater Compliance Description Type Design Category Eff Min Eff Design Max Comp Loss Loss Hance None Piping System Compliance Category Pipe Dia Is Operating Ins Cond Ins Req Ins Compliance [inches] Runout? Temp [Btu -in/hr Thick [in] Thick [in] [F] .SF.F] None EnergyGauge Summit® FIa/Com -2008. Effective: March 1, 2009 12/28/2009 Page 7 of 8 Project: kh shores Title: miami shores kingdom hall Type: Religious Building (WEA File: FL_MIAMI_OPA_LOCKA.tm3) Other Required Compliance Category Section Requirement (write N/A in box if not applicable) Check Report Operations Manual Windows & Doors 13 -10] 13- 102.1, 13- 410,13 -413 13- 406.AB.1.1 Joints /Cracks 13- 406.AB.1.2 Dropped Ceiling 13- 406.AB.3 Cavity System 13 -407 Reheat 13 -407.B 13 -407, 13 -408 HVAC Efficiency HVAC Controls 13- 407.AB.2 Ventilation Controls 13- 409.AB.3 ADS HVAC Ducts Balancing Piping Insulation Water Heaters Swimming Pools Hot Water Pipe Insulation Water Fixtures Motors Lighting Controls 13-410 13- 410.AB 13- 410.AB.4 13- 411.AB 13- 412.AB 13- 412.AB.2.6 13- 411.AB.3 13- 412.AB.2.5 13 -414 13- 415.AB Input Report Print -Out from EnergyGauge FlaCom attached Operations manual provided to owner Glazed swinging entrance & revolving doors: max. 1.0 cfm/ft2; all other products: 0.4 cfm/ft2 To be caulked, gasketed, weather - stripped or otherwise sealed Vented: seal & insulated ceiling. Unvented seal & insulate roof & side walls HVAC Load sizing has been performed Electric resistance reheat prohibited Minimum efficiences: Cooling Tables 13- 407.AB.3.2.IA -D; Heating Tables 13- 407.AB.3.2.1B, 13- 407.AB.3.2.1D, 13- 408.AB.3.2.1E, 13- 408.AB.3.2F Zone controls prevent reheat (exceptions); simultaneous heating and cooling in each zone; combined HAC deadband of at least 5 °F (exceptions) Motorized dampers reqd, except gravity dampers OK in: 1) exhaust systems and 2) systems with design outside air intake or exhaust capacity <300 cfm Duct sizing and Design have been performed Air ducts, fittings, mechanical equipment & plenum chambers shall be mechanically attached, sealed, insulated & installed per Sec. 13-410 Air Distribution Systems HVAC distribution system(s) tested & balanced. Report in construction documents In accordance with Table 13- 411.AB.2 Performance requirements in accordance with Table 13- 412.AB.3. Heat trap required Cover on heated swimming pools: Time switch (exceptions); Readily accessible on/off switch Table 13- 411.AB.2 for circulating systems, first 8 feet of outlet pipe from storage tank and between inlet pipe and heat trap Shower hot water flow restricted to 2.5 gpm at 80 psi. Public lavatory fixture how water flow 0.5 gpm max; if self - closing valve 0.25 gallon recirculating, 0.5 gallon non recirculating Motor efficiency criteria have been met Automatic control required for interior lighting in buildings >5,000 s.f.; Space control; Exterior photo sensor; Tandom wiring with 1 or 3 linear fluuorescent lamps>30W ❑❑❑ ❑❑ ❑ ❑❑ EnergyGauge Summit® Fla/Com -2008. Effective: March 1, 2009 12/28/2009 Page 8 of 8 EnergyGauge Summit® v3.20 INPUT DATA REPORT Zones No Acronym Description Type Area Multiplier Total Area [sf[ [sti 1 hall a Zone 1 CONDITIONED 2 hall b Zone 1 CONDITIONED 4104.0 3150.0 1 1 4104.0 3150.0 El El 12/28/2009 EnergyGauge Summit® v3.20 1 Project Name: kh shores Project Title: miami shores kingdom hall Address: 9100 ne 2 avenue State: florida Zip: 33138 Owner: Project Information Orientation: North Building Type: Religious Building Building Classification: Renovation to existing building No.of Stories: 2 GrossArea: 7254 SF Zones No Acronym Description Type Area Multiplier Total Area [sf[ [sti 1 hall a Zone 1 CONDITIONED 2 hall b Zone 1 CONDITIONED 4104.0 3150.0 1 1 4104.0 3150.0 El El 12/28/2009 EnergyGauge Summit® v3.20 1 12/28/2009 EnergyGauge Summit® v3.20 2 Spaces No Acronym Description Type Depth [ft] Width Height Multi Total Area [ft] [ft] plier [sf] Total Volume [cf] In Zone: hall a 1 PrOZolSpl Zo0Spl In Zone: hall b 1 PrOZolSpl Zo0Spl Worship- Pulpit, Choir 72.00 Worship - Pulpit, Choir 35.00 57.00 15.00 1 4104.0 90.00 15.00 1 3150.0 61560.0 fl 47250.0 fl Lighting No Type Category No. of Luminaires Watts per Power Control Type Luminaire [W] No.of Ctrl pts In Zone: hall a In Space: PrOZo1Sp1 1 Compact Fluorescent General Lighting 30 In Zone: hall b In Space: PrOZo1Sp1 1 Compact Fluorescent General Lighting 30 100 3000 Manual On/Off 100 3000 Manual On/Off 6 6 ❑ Walls No Description Type Width H (Effec) Multi [ft] [ft] plier Area DirectionConductance Heat [sti [Btu/hr. sf. F] Capacity [Btu/sf.F] Dens. R -Value [Ib /cf] [h.sf.FBtu] In Zone: hall a 1 PrOZo l Wal 5/8" stucco 48.00 14.00 1 /8 "CMU /3/4 "ISO BTWN24 "oc /.5" Gyp 672.0 South 0.2067 5.731 34.65 4.8 ■ 12/28/2009 EnergyGauge Summit® v3.20 2 2 PrOZo1Wal 5/8" stucco 30.00 14.00 1 420.0 North 0.2067 5.731 34.65 4.8 ❑ /8 "CMU /3/4 "ISO BTWN24 "oc /.5" Gyp 3 PrOZolWal 5/8" stucco 50.00 16.00 1 800.0 East 0.2067 5.731 34.65 4.8 ■ /8 "CMU /3/4 "ISO BTWN24 "oc /.5" Gyp In Zone: hall b 1 PrOZolWal 5/8" stucco 54.00 12.00 1 648.0 South 0.2067 5.731 34.65 4.8 ■ /8 "CMU /3/4 "ISO BTWN24 "oc /.5" Gyp 2 PrOZolWal 5/8" stucco 48.00 14.00 1 672.0 North 0.2067 5.731 34.65 4.8 ■ /8 "CMU /3/4 "ISO BTWN24 "oc /.5" Gyp 3 PrOZolWal 5/8" stucco 92.00 10.00 1 920.0 West 0.2067 5.731 34.65 4.8 ■ /8 "CMU /3/4 "ISO BTWN24 "oc /.5" Gyp Windows No Description Type Shaded U SHGC Vis.Tra W H (Effec) Multi Total Area [Btu/hr sf F] [ft] [ ft] plier [sf] In Zone: hall a In Wall: north 1 PrOZolWalWil User Defined No 1.2500 0.82 0.76 2.70 12.00 5 162.0 In Wall: south 1 PrOZo1WalWil User Defined No 1.2500 0.82 0.76 2.70 12.00 4 129.6 ❑ Doors No Description Type Shaded? Width H (Effec) Multi Area Cond. Dens. Heat Cap. R -Value [ft] [ft] plier [sf] [Btu/hr. sf. F] [lb /cf] [Btu/sf. F] [h.sf.F/Btu] In Zone: hall a In Wall: south 12/28/2009 EnergyGauge Summit® v3.20 3 1 PrOZo1WalDr1 Solid core flush (2.25) In Wall: north 1 PrOZo1Wa1Dr1 Solid core flush (2.25) In Zone: hall b In Wall: south 1 PrOZolWalDr1 Solid core flush (2.25) In Wall: north 1 PrOZolWa1Dr1 Solid core flush (2.25) In Wall: west 1 PrOZo1Wa1Dr1 Solid core flush (2.25) No 3.00 7.00 1 No 3.00 7.00 1 No 3.00 7.00 2 No 3.00 7.00 2 No 3.00 7.00 1 21.0 0.3504 0.00 0.00 21.0 0.3504 0.00 0.00 21.0 0.3504 0.00 0.00 21.0 0.3504 0.00 0.00 21.0 0.3504 0.00 0.00 2.85 2.85 2.85 2.85 2.85 ❑ ❑ ❑ ❑ ❑ Roofs No Description Type Width H (Effec) Multi Area [ft] [ft] plier [sf] Tilt Cond. Heat Cap Dens. [deg] [Btu/hr. Sf. F] [Btu/sf. F] [lb /cf] R -Value [h.sf.FBtu] In Zone: hall a 1 PrOZolRfl Conc Tile /1 /2 "WD Deck/WD Truss /6 "Batt/Gyp In Zone: hall b 1 PrOZolRfl Conc Tile /1 /2 "WD Deck/WD Truss /6 "Batt/Gyp 40.00 72.00 1 2880.0 90.00 35.00 1 3150.0 0.00 0.0474 2.15 16.45 0.00 0.0474 2.15 16.45 21.1 21.1 ❑ ❑ Skylights No Description Type U SHGC Vis.Trans [ Btu/hr sf F] W H ( Effec) Multiplier Area [ft] [ft] [Si" Total Area [Sf] In Zone: In Roof: 12/28/2009 EnergyGauge Summit® v3.20 4 Floors No Description Type Width H (Effec) Multi Area Cond. Heat Cap. Dens. R -Value [ft] [ft] plier [sf] [Btu/hr. sf. F] [Btu/sf. F] [lb /cf] [h.sf.F/Btu] In Zone: hall a 1 PrOZo 1 F11 In Zone: hall b 1 PrOZo 1 F11 1 ft. soil, concrete 40.00 72.00 1 2880.0 0.2681 34.00 113.33 3.73 0 floor, carpet and rubber pad 1 ft. soil, concrete floor, carpet and rubber pad 90.00 35.00 1 3150.0 0.2681 34.00 113.33 3.73 0 12/28/2009 EnergyGauge Summit® v3.20 5 Systems acl System 1 Constant Volume Packaged System- -902 No. Of Units 2 Component Category Capacity Efficiency IPLV 1 2 3 4 Cooling System Heating System Air Handling System - Supply Air Distribution System 93900.00 11.20 8.00 17075.00 1.00 3000.00 0.80 6.00 EJ EJ • LJ ac3 ac -3 Constant Volume Packaged System- -902 No. Of Units 1 Component Category Capacity Efficiency IPLV 1 2 3 4 Cooling System Heating System Air Handling System - Supply Air Distribution System 182040.00 11.00 8.00 17075.00 1.00 6000.00 0.80 6.00 M M EJ EJ 12/28/2009 EnergyGauge Summit® v3.20 5 Fenestration Used Name Glass Type No. of Panes Glass Conductance [Btu/h.sf.F] SHGC VLT ASHULSg1C1rA11 User Defined 1 1.2500 0.8200 0.7600 Frm 0 12/28/2009 EnergyGauge Summit® v3.20 6 , Plant Ext- Lighting Description Equipment Category Size Inst.No Eff. Wattage [W] IPLV Water Heaters No Type W- Heater Description Capacit3Cap.Unit 1/P Rt. Efficiency Insulation Thickness [in] Loss Fenestration Used Name Glass Type No. of Panes Glass Conductance [Btu/h.sf.F] SHGC VLT ASHULSg1C1rA11 User Defined 1 1.2500 0.8200 0.7600 Frm 0 12/28/2009 EnergyGauge Summit® v3.20 6 , Ext- Lighting Description Category No. of Luminaires Watts per Area/Len/No. of units Luminaire [sf/ft/No] Control Type Wattage [W] Piping No Type Operating Temperature [F] Insulation Nomonal pipe Conductivity Diameter [ Btu - in/h.sf.F] [in] Insulation Thickness [in] Is Runout? Fenestration Used Name Glass Type No. of Panes Glass Conductance [Btu/h.sf.F] SHGC VLT ASHULSg1C1rA11 User Defined 1 1.2500 0.8200 0.7600 Frm 0 12/28/2009 EnergyGauge Summit® v3.20 6 , 12/28/2009 EnergyGauge Summit® v3.20 7 Materials Used Mat No Acronym Description Only R -Value Used RValue Thickness [h.sf.FBtu] [ft] Conductivity [Btu/h.ft.F] Density [lb /cf] SpecificHeat [Btu/Ib.F] gat 10 1.4 1,14 1.1. 1 1.11 1. 111 Mi BOARD,1 /2IN 178 Mat1178 CARPET W/RUBBER PAD Yes 1.2300 ❑ 265 Mat1265 Soil, 1 ft No 2.0000 1.0000 0.5000 100.00 0.2000 ■ 48 Mat148 6 in. Heavyweight concrete No 0.5000 0.5000 1.0000 140.00 0.2000 • 268 Mat1268 0.625" stucco No 0.1302 0.0521 0.4000 16.00 0.2000 ■ 42 Mat142 8 in. Lightweight concrete No block 2.0212 0.6670 0.3300 38.00 0.2000 ❑ 269 Mat1269 .75" ISO BTWN24" oc No 2.2321 0.0625 0.0280 4.19 0.3000 ❑ 23 Mat123 6 in. Insulation No 20.0000 0.5000 0.0250 5.70 0.2000 • 244 Mat1244 PLYWOOD, 1 /2IN No 0.6318 0.0417 0.0660 34.00 0.2900 ❑ 185 Mat1185 CLAY TILE, PAVER, 3 /8IN No 0.0301 0.0313 1.0410 120.00 0.2000 ❑ Constructs Used Simple Massless Conductance Heat Capacity Density RValue No Name Construct Construct [Btu/h.sf.F] [Btu /sf.F] [lb /cf] [h.sf.FBtu] 1011 5/8" stucco /8 "CMU /3/4 "ISO No No 0.21 5.73 34.65 4.8 BTWN24 "oc /.5" Gyp Layer Material Material Thickness Framing No. [ft] Factor 1 268 0.625" stucco 0.0521 0.000 . 2 42 8 in. Lightweight concrete block 0.6670 0.000 ❑ 3 269 .75" ISO BTWN24" oc 0.0625 0.000 . 4 187 GYP OR PLAS BOARD,1 /21N 0.0417 0.000 . 12/28/2009 EnergyGauge Summit® v3.20 7 No Name Simple Massless Conductance Heat Capacity Density RValue Construct Construct [Btu/h.sf.F] [Btu /sf.F] [Ib /cf] [h.sf.FBtu] 1041 Conc Tile /1 /2 "WD Deck/WD Truss /6 "Batt/Gyp No No 0.05 2.15 16.45 21.1 El Layer Material Material Thickness Framing No. [ft] Factor 1 185 CLAY TILE, PAVER, 3/81N 0.0313 0.000 ❑ 2 244 PLYWOOD, 1/21N 0.0417 0.000 ❑ 3 187 GYP OR PLAS BOARD,1 /21N 0.0417 0.000 ❑ 4 23 6 in. Insulation 0.5000 0.000 ❑ No Name Simple Massless Conductance Heat Capacity Density RValue Construct Construct [Btu/h.sf.F] [Btu /sf.F] [lb /cf] [h.sf.FBtu] 1057 1 ft. soil, concrete floor, carpet and rubber pad No No 0.27 34.00 113.33 3.7 ❑ Layer Material Material Thickness Framing No. [ft] Factor 1 265 Soil, 1 ft 1.0000 0.000 ❑ 2 48 6 in. Heavyweight concrete 0.5000 0.000 ❑ 3 178 CARPET W/RUBBER PAD 0.000 ❑ No Name Simple Massless Conductance Heat Capacity Density RValue Construct Construct [Btu/h.sf.F] [Btu /sf.F] [Ib /cf] [h.sf.FBtu] 1058 Solid core flush (2.25) No Yes 0.35 2.9 ❑ Layer Material Material Thickness Framing No. [ft] Factor 1 279 Solid core flush (2.25 ") 0.000 ❑ 12/28/2009 EnergyGauge Summit® v3.20 8 Project Name: KH Miami Shores Prepared by: Maqueira Engineering Consultants Air System Sizing Summary for AC -A 12/26/2009 12:54AM Air System Information Air System Name AC -A Number of zones . 1 Equipment Class SPLT AHU Floor Area 4100.0 ft2 Air System Type SZCAV Location Miami IAP, Florida Sizing Calculation Information Zone and Space Sizing Method: Zone CFM Sum of space airflow rates Calculation Months Jan to Dec Space CFM Individual peak space Toads Sizing Data Calculated Central Cooling Coil Sizing Data Total coil load 15.3 Tons Load occurs at Jun 1400 Total coil load . 184.0 MBH OA DB / WB 89.7 / 76.9 °F Sensible coil load 116.9 MBH Entering DB / WB 79.0 / 68.1 °F Coil CFM at Jun 1400 4936 CFM Leaving DB / WB 57.0 / 56.1 °F Max block CFM 4936 CFM Coil ADP 54.6 °F Sum of peak zone CFM 4936 CFM - - -- • Factor 0.100 Sensible heat ratio .... 0.635 , ig RH .. 56 % ft2/Ton 267.3 Design supply temp. 58.0 °F BTU /(hr -fl).. 44.9 Zone T -slat Checac 1 of 1 OK Water flow @ 10.0 °F rise N/A Max zone temp .. deviation 0.0 °F Central Heating Coil Sizing Data Max coil load _ 41.9 MBH Load occurs at Des Htg Coil CFM at Des Htg . 4936 CFM BTU/(hr-ft2) 10.2 Max coil CFM 4936 CFM Ent. DB / Lvg DB 64.5 / 72.4 °F Water flow @ 20.0 °F drop N/A Supply Fan Sizing Data Actual max CFM 4936 CFM Fan motor BHP 1.08 BHP Standard CFM 4933 CFM Fan motor kW ... 0.80 kW Actual max CFM/ft2 1.20 CFM /ft2 Fan static 0.75 in wg Outdoor Ventilation Air Data Design airflow CFM 1300 CFM -CFM /ft2 0.32 CFM /ft2 CFM /person . 8.07 CFM/person Hourly Analysis Program v.4.2 Page 1 of 1 Zone Sizing Summary for AC-A Project Name: KH Miami Shores Prepared by: Maqueira Engineering Consultants Air System Information Air System Name AC -A Number of zones 1 Equipment Class SPLT AHU Floor Area 4100.0 ft' Air System Type SZCAV Location Miami IAP, Florida Sizing Calculation Information Zone and Space Sizing Method: Zone CFM Sum of space airflow rates Space CFM Individual peak space Toads Zone Sizing Data Calculation Months Jan to Dec Sizing Data Calculated 12/26/2009 12:B4AM Zone Name Maximum Cooling Sensible (MBH) Design Air Flow (CFM) Minimum Air Flow (CFM) Time of Peak Load Maximum Heating Load (MBH) Zone Floor Area (ftz) Zone CFM/ft2 Zone 1 82.7 4787, 4787 Jul 1600 17.7 4100.0 1.17 Zone Terminal Sizing Data No Zone Terminal Sizing Data required for this system. Space Loads and Airflows Zone Name / Space Name Mult. Cooling Sensible (MBH) Time of Load Air Flow (CFM) Heating Load (MBH) Floor Area (ft') Space CFM/ft2 Zone 1 HaII A 1 82.7 Jul 1600 4787 17.7 4100.0 1.17 Hourly Analysis Program v.4.2 Page 1 of 1 Project Name: KH Miami Shores Prepared by: Maqueira Engineering Consultants Air System Design Load Summary for AC -A 12/26/2009 12:54AM r Hourly Analysis Program v.4.2 Page 1 of 1 DESIGN COOLING DESIGN HEATING COOLING DATA AT Jun 1400 COOLING OA DB / WB 89.7 °F / 76.9 °F HEATING DATA AT DES HTG HEATING OA DB / WB 50.0 °F / 38.6 °F ZONE LOADS Details Sensible (BTU /hr) Latent (BTU/hr) Details Sensible (BTU /hr) Latent (BTU /hr) Window & Skylight Solar Loads 297 ft2 5821 - 297 ft2 - - Wall Transmission 2349 ft2 6474 - 2349 ft2 6658 Roof Transmission 4200 ft2 10141 - 4200 ft2 3657 - Window Transmission 297 ft2 2373 - 297 ft2 3493 - Skylight Transmission 0 ft2 0 - 0 ft2 0 - Door Loads 84 ft2 342 - 84 ft2 504 - Floor Transmission 3050 ft2 0 - 3050 ft2 1787 - Partitions 0 ft2 0 - 0 ft2 0 - Ceiling 0 ft2 0 - 0 ft2 0 - Overhead Lighting 7085 W 18587 - 0 0 - Task Lighting 0 W 0 - 0 0 - Electric Equipment 2000 W 6120 - 0 0 - People 161 28631 24150 0 0 0 Infiltration - 1268 2297 - 1619 0 Miscellaneous - 600 600 - 0 0 Safety Factor 0% / 0% 0 0 0% 0 0 » Total Zone Loads - 80358 27047 - 17718 0 Zone Conditioning - 91430 27047 - 16427 0 Plenum Wall Load 0% 0 - 0 0 - Plenum Roof Load 0% 0 - 0 0 - Plenum Lighting Load 0% 0 - 0 0 - Return Fan Load 4936 CFM 0 - 4936 CFM 0 - Ventilation Load 1300 CFM 20364 40031 1300 CFM 27692 0 Supply Fan Load 4936 CFM 2744 - 4936 CFM -2744 - Space Fan Coil Fans - 0 - - 0 - Duct Heat Gain / Loss 3% 2411 - 3% 532 - » Total System Loads - 116949 67078 - 41907 0 Central Cooling Coil - 116949 67080 - 0 0 Central Heating Coil - 0 - - 41907 - » Total Conditioning - 116949 67080 - 41907 0 Key: Positive values are clg loads Negative values are htg loads Positive values are htg Toads Negative values are clg loads Hourly Analysis Program v.4.2 Page 1 of 1 Air System Sizing Summary for AC -B Project Name: KH Miami Shores Prepared by: Maqueira Engineering Consultants 12/26/2009 12 :55AM Air System Information Air System Name AC -B Equipment Class SPLT AHU Air System Type __ SZCAV Sizing Calculation Information Zone and Space Sizing Method: Zone CFM Sum of space airflow rates Space CFM Individual peak space loads Central Cooling Coil Sizing Data Total coil load . 13.4 Tons Total coil load 160.9 MBH Sensible coil load 100.4 MBH Coil CFM at Jul 1500 4092 CFM Max block CFM 4092 CFM Sum of peak zone CFM 4092 CFM Sensible heat ratio 0.624 ft2/Ton 275.9 BTU /(hr -ft2) 43.5 Water flow @ 10.0 °F rise N/A Central Heating Coil Sizing Data Max coil load 38.1 MBH Coil CFM at Des Htg 4092 CFM Max coil CFM . 4092 CFM Water flow @ 20.0 °F drop N/A Supply Fan Sizing Data Actual max CFM Standard CFM Actual max CFM/ft2 4092 CFM 4090 CFM 1.11 CFM /ft2 Outdoor Ventilation Air Data Design airflow CFM CFM /ft2 1200 CFM 0.32 CFM/ft2 Number of zones 1 Floor Area 3700.0 ft2 Location Miami IAP, Florida Calculation Months Jan to Dec Sizing Data Calculated Load occurs at Jul 1500 OADB /WB. 91.0/77.0 °F Entering DB / WB 79.9 / 68.8 °F Leaving DB / WB 57.1 / 56.2 °F Coil ADP 54.6 °F Bypass Factor 0.100 Resulting RH _ 57 Design supply temp. 58.0 °F Zone T -stat Check 1 of 1 OK Max zone temperature deviation 0.0 °F Load occurs at Des Htg BTU /(hr -ft2) 10.3 Ent. DB / Lvg DB 64.1 / 72.7 °F Fan motor BHP 0.89 BHP Fan motor kW .. 0.67 kW Fan static 0.75 in wg CFM /person 8.16 CFM/person Hourly Analysis Program v.4.2 Page 1 of 1 Project Name: KH Miami Shores PrelSared by: Maqueira Engineering Consultants Zone Sizing Summary for AC -B 12/26/2009 12:55AM Air System Information Air System Name AC -B Equipment Class SPLT AHU Air System Type SZCAV Sizing Calculation Information Zone and Space Sizing Method: Zone CFM Sum of space airflow rates Space CFM Individual peak space loads Zone Sizing Data Number of zones 1 Floor Area 3700.0 ft2 Location Miami IAP, Florida Calculation Months Jan to Dec Sizing Data Calculated Zone Name Maximum Cooling Sensible (MBH) Design Air Flow (CFM) Minimum Air Flow (CFM) Time of Peak Load Maximum Heating Load (MBH) Zone Floor Area (ft2) Zone CFM/ft2 Zone 1 68.6 3969 3969 Jul 1700 14.3 3700.0 1.07 Zone Terminal Sizing Data No Zone Ter inal Sizing Data required for this system. Space Loads and Airflows Zone Name / Space Name Mult. Cooling Sensible (MBH) Time of Load Air Flow (CFM) Heating Load (MBH) Floor Area (ft2) Space CFM/ft2 Zone 1 Hall B 1 68.6 Jul 1700 3969 14.3 3700.0 1.07 Hourly Analysis Program v.4.2 Page 1 of 1 Air System Design Load Summary for AC -B Project Name: KH Miami Shores Prepared by: Maqueira Engineering Consultants 12/26/2009 12:&5AM • Hourly Analysis Program v.4.2 Page 1 of 1 DESIGN COOLING DESIGN HEATING COOLING DATA AT Jul 1500 COOLING OA DB / WB 91.0 °F / 77.0 °F HEATING DATA AT DES HTG HEATING OA DB / WB 50.0 °F / 38.6 °F ZONE LOADS Details Sensible (BTU/hr) Latent (BTU /hr) Details Sensible (BTU /hr) Latent (BTU /hr) Window & Skylight Solar Loads 0 ft2 0 - 0 ft2 - - Wall Transmission 2153 ft2 6051 - 2153 ftZ 6103 - Roof Transmission 3400 ft2 8150 - 3400 ftZ 2960 - Window Transmission 0 ft2 0 - 0 ft2 0 - Skylight Transmission 0 ft2 0 - 0 ft2 0 - Door Loads 63 ft2 283 - 63 ft2 378 - Floor Transmission 3700 ft2 0 - 3700 ft2 2113 - Partitions 0 ft2 0 - 0 ft2 0 - Ceiling 0 ft2 0 - 0 ft2 0 - Overhead Lighting 6394 W 17105 - 0 0 - Task Lighting 0 W 0 - 0 0 - Electric Equipment 2000 W 6167 - 0 0 - People 147 26839 22050 0 0 0 Infiltration - 2294 3550 - 2699 0 Miscellaneous - 600 600 - 0 0 Safety Factor 0% / 0% 0 0 0% 0 0 >a Total Zone Loads - 67488 26200 - 14253 0 Zone Conditioning - 75700 26200 - 14137 0 Plenum Wall Load 0% 0 - 0 0 - Plenum Roof Load 0% 0 - 0 0 - Plenum Lighting Load 0% 0 - 0 0 - Return Fan Load 4092 CFM 0 - 4092 CFM 0 - Ventilation Load 1200 CFM 20417 34314 1200 CFM 25762 0 Supply Fan Load 4092 CFM 2275 - 4092 CFM -2275 - Space Fan Coil Fans - 0 - - 0 - Duct Heat Gain / Loss 3% 2025 - 3% 428 - » Total System Loads - 100417 60514 - 38052 0 Central Cooling Coil - 100417 60526 - 0 0 Central Heating Coil - 0 - - 38052 - » Total Conditioning - 100417 60526 - 38052 0 Key: Positive values are clg loads Negative values are htg loads Positive values are htg loads Negative values are clg loads Hourly Analysis Program v.4.2 Page 1 of 1 Ian in and Z ran Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Issue Date: Not Issued Folio Number:1132060133200 Owner's Name: MIAMI SHORES CONGREGATION OF JEHOVAH'S WIT Job Address: 9100 2 Avenue Miami Shores, FL 33138- Owner's Phone: (305)758 -1073 Total Square Feet: 6000 Total Job Valuation: $ 82,000.00 Contractor(s) Primary Contractor Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 1/25/2010: Yes Comments: Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 PermitNo. — 1 (3 Job Name PLUMBING CRITIQUE SHEET a 1 c � $ ) He sw�i r � fP (3) To: +1- 3057568972 Page 4 of 4 2010 -05-13 13:49:31 (GMT) 05/13/2010 08:35 3056332120 13053972277 From: dayniel del Ilano UNITED IRON WORKS PAGE 04 • SEE OTHER SIDE DO NOT FORWARD UNITED GENERAL BUILDING CORP MIZRAIN PEREZ PRES 3274 NW 38 ST MIAMI FL 33142 hdh.,lluidi 1..l .i.ldJah.11,,,1A.i.1Altd To: +1- 3057568972 Page 3 of 4 05/13/2010 06:35 3056332120 2010 -05-13 13:49:31 (GMT) 13053972277 From: dayniet del Ilano UNITED IRON WORKS PAGE 03 Pic# 3969862 DE MME Hq DATE BATCH NUMBER ' *4..O•j 'FLORIDA 1300 RSSIONF;L 3 CEG3TILAT ION , Ft LaCENSING BOARD IIICENSEr°N R,' 003/2J0$ . Aciff o 4 G ..C1' :15osr9,i ,,' Th•eLi :. N xn d bea-ow IS C •i'" .'IF •��.. H iInder the provialiona ark chapitl �b�Ta "y Expiration dater Ar17d 31, 201.0 PERE ;Z,. .MT.Z:1 AIN URI76 b GENERAL S 32.74 NW 3 8111 THE MIAMI FT. 3'•2; STATE OF FLORIDA AC# 39698 -'62' DEPARTMLr1''T •OF EII$I f;ES.' • , • , PRQ'>�"ES'�. 01akt, REG dAT'. ON, CCIC1.505961 01.10510''8 118,$:aSSIt44: CERTXFIED •ei rsAA r . 4133 R 74L"T'O R tiaz•, Nti R i tliktiTE>S asitOIA 1 t# 'u u nto 1 rti...A • T IS CERTIFIED uneat thg prorrse onn of ca.4.6.9 Ea mepiration ea Ms, ADO 31, .201,0 •L080eo8:01&oe C•1AtZ LE•S. W:. DAA0o SEC12IT.A IM To: +1- 3057568972 Page 2 of 4 05/13/2010 08:35 3056332120 2010 -05-13 13:49:31 (GMT) 13053972277 From: dayniel del Ilano UNITED IRON WORKS PAGE 02 07-11.2009 ALEX SINK STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FRONT FLORIDA WORKERS' C3MPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Worl :Ors' Compensation law. EFFECTIVE DATE: PERSON: FEIN: 09/22/2008 EXPIRATION DATE: 09/22/2010 , PEREZ MIZRAIN 900084507 BUSINESS NAME AND ADDRESS: UNITED GENERAL BUILDING CORP 3274 NW 28 STREET MIAMI FL 33142 SCOPES OF BUSINESS OR TRADE: 1- CERTIFIED GENERAL CONTRACTOR IMPORTANT; Pursuant to Chapter 440 , n51141, F.S., an officer of c contention wtla elects exemption from this ohnpter by flu eactinn may not rntevnr WAWA ar compensation under this rhaptnr. Pursuant to Chapter 440,051121, F.9., Cnrtifieetes of electial scope of the business or trade listed on thn noticn of election to be exempt. Per:mere re Chapter 440.05(131, F.S., Notices at t MMartlen In be nnnmpt abaft be snbfeer le revooatiea If, et any limn after the filing el the notice or the lssesnen of the chilli. eertilitete na longer meets the requirements al this saettan tar Issuance of a certificate. The daparimenl shell revoke a cert(11 named on the rertfitcete In man: the enqutrrmenrs of this section. DWC ^252 CERTIFICATE OF ELECTION TO 6E EXEMPT REVISED 09 -06 19 o certificate of election ender this to be exempt.,. apply wily within the lecties to ba nsnmpr and certificates of tote, the pet son named en the notice or late et any time far iaflare of the Pelson QUESTIONS? ( 890) 412 -1809 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA DEPAR'I'MBNY f F FINANCrAL SEFtVicES DIVISION OF WORKERS' COMPENSATION CONSTRUCTION /NDUSTRV CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW EFFECTIVE 09/22/2093 EXPIRATION DATE 09/22/2010 PRISON: MIZRAIN PEREZ FEIN: 900084E07 BUSINESS NAME AND ADDRESS: UNITED GENERAL 9uIL01Nc CoRP 3274 NW 3a STREET MIAMI, FL 33142 SCOPE OF BUSINESS OR TFIADE; 1 • CERTIFIED GENERAL CONTRACTOR F Pursuant to Chapter 440.05(`4). F.S., an officer of a corporation who erects exemption from this ch:.pter by filing a certificate of election I- under this seetien may not weaver benefits or compensation under this D chapter. 11911 PORTANT u Pursuant to Chapter 440.05(12), exempt... apply only within the Rthe notice of election to be e. E Pursuant to Chapter 440,05113), and certificates of election to if, et any time after the fil.ng certificate, the person named c the requirements of this sortie department shall revoke a ct•rtl person named on the certifirctt, section. F.S., Certificates of election to be scope of the busieess or trade listed on cempt. F.S„ Notices of election to be exempt be exempt shell be subject to revocation of the notice or the issuance of the n the notice or Certificate no longer meets for Issuance of a certificate. The note at any time for failure of the 1 to meet the requirements of this QUESTIONS? (850) 413 -1609 CUT HERE * Carry bottom portion on the job, keep upper portion four •/OUr records. DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09 -06 To: +1- 3057568972 Page 1 of 4 05/13/2010 08 :35 3055332120 V V ENVY ' F e r, c. • • • VOW s •.. •, • • 0 1/11•011 . 2010 -05-13 13:49:31 (GMT) UNITED IRON WORKS CERTIFICATE OF LIABILITY INSURANCE Pllaouca<a aaimIAMS111 batunama Cop 220 Hialath Dam hadaah, FL 6=070 Phone (30518113-91398 - D United Garland Building Corp 3274NW38SI Miami. FL 33742 Fax 01838 f _ C a INSURER F_ ..'IHIE POH.IOE 3 CIF UST EX IAVE BEEN I 'P To ?NE DISUNED NAMED ABOVE FOR THE POL v PERIDD ttIDI .'ATED. NoTwmaTANDING ANY ReaumiffillT, TIMOR CONDITION OF I1N1I COINDRACT YI1L arm D0cE 61Tr YMTH RESPECT TQ WMLON yids e:E 11'nomy Kw Bfi eauED OR MAY Mum. trau RANCE AFFORVE0 8Y THE P'r lM$ DEEMED HEREIN I8 Sit J CTTo ALL ME TERS'S. Mill MONS A114 CONDrrioN$ CF SUCH vas AMYL POLICIES AOGRERAlt MTh SHOWN NAY NAVE REM RUC 91► PAICI =IMO, 13053972277 From: dayniel del Ilano PAGE 01 pemarro owneroo COMA,, TE f $ II9$ULD AI A NFATTER OF INFORMATION 0l0.Y AM CONFERS NO RIOFIT11 UPON THE C®LTWCATE L THIS CERTIFICATE DO 2; NOT AMEND, EXTEND OR REEDEERB AFFORIRNG CDVERADE MAC 8 APPALACHIAN UMDEE W}TtTERs n INSURER INSURER E: E TYPLGFINNUltAME roueYRLNESER POLICY EFFIECTRE SAL L COMIERGNWOEIRERPM LN em ❑O CLAUS WADE OCCUR n ACGRIMATE LMTAPPI.M$ Pat Aurattaame ny ANYAIRD • d Au.OyeL@DAUTO$ llasuLEa■UTDS o NONsweirJaLIYOs 0 uAlnurf 0 00 AVM EXCIEBENJORREIJA UMIN,ITT D OCCUR 0 MANS IIHAOE 16112020118 0,4%3. dadd rtbQ e © PRO_ 6tader a YITErnimom $ Il OFFICER/ beam ENCLUbiari lu anait 07117/AI EACH C CCUMFACE Q7117170 • dila Es IaED ETI a arty ow PuRON Mao I WL AALW KIM GBMMIG tit AC6RECIrra pR01>tw :r8 - OORIP OP AGO 1:.1� CaViam ED SINGLE war 5ODItY umulI;P Pew ME , RODtLY HtttRY ow kma PROPS! OAPI kW *0 Fan AUT C _01 ILY -EA ACCE ENT oTHEpR 1 T4AN .FAACG AUTC at Rri EACH 01 tiOURRENCE At S EN ATE GENERAL �RrL Tea+lr ar MLU�Itrs smamarimar /l I. is C�iHFlG/L7'S MIAMI SHORES VILLAGE MANN SHORES FL 33138 RD 3C ( AND OF � ! tACCtr)ENY EL DIS6+19E- EJ1 EMPLOYEE EL D1,35 AS • FOLEY UAW 5tm1ILD ARr aF TREAaOYE Ita MS eE CANcEu ELI ROME vat IRA TIER =urn mq IIAI9ta1H•L ENDEAVORS Tp NAZI. TYER ND7HClfToMt 1$0laTDA I: NoL4k ,NAARJDT4 ITTEI DT; BUFFOULUNE TDDO#/ SRAM 1gIr bac NO asuadaram CRUMW', GAMY RIND UPON -, 17* s+_ ION tapRL3iENTION S. Ita �ESt �1��tl7.ee WEB: WWW.MARREROANDASSOCIATES.COM MARRERO AND ASSOCIATES ARCHITECT AND PLANNERS January 12, 2011 Village of Miami Shores Building Department 10050 Northeast 2nd Avenue Miami Shores, Florida 33138 Re: Kingdom Hall of Jehovah's Witnesses 9100 NE 2nd Avenue Miami Shor 33138 -2804 Per pit CC10 -113 Attn: Building Inspector, CITY COPY I Osvaldo Marrero, have inspected the complete structural work performed, for the firm, including but not limited to items below and have found them to be in compliance to F.B.C. and approved plans. - Hall A and B platform slab and reinforcement - Tie downs and reinforcement - Steel angle underneath 2nd Floor slab and bolts - 2nd Floor slab and rebars - Concrete columns and rebars - C channel for cantilever bean and bolts - Steel columns, plates and bolts - Cantilever I beam and bolts - Truss reinforcement, bracing, straps, screws and nails - Concrete staircase at north west comer and rebars - Handicapped ramps and reinforcement - Footing forccolumns and rebars If you aye (an , questions ncems please feel free to contact me. artier , Architect No. AR0015952 /1D5266 17507 NW 8th Street Pembroke Pines , Florida 33029 AA0015952 Phone: 954 450-4338 Fax: 1800 771 -9527 Email: osvaldo @marreroandassociates.com Aliayni Shores Congregation of Jehovah's Witnesses, Inc. 9100 NE Second Avenue, Miami Shores Village, Florida 33138 Miami Shores Village Building Department 10050 Northeast 2nd Avenue Miami Shores, Florida 33138 Permit Number: Dear Sir, Wednesday, October 26, 2011 CL- k Ip�tl 7 } OCT 2 6 2011 ---1-7. ch\....,.. We are herby requesting an extension of our Master Building permit for 60 days so that we may tie up the loose ends and complete our construction project. We take this opportunity to express our deepest gratitude for your guidance and practical assistance throughout this project. Best regards. Fred`Sylvain President b °. 91 Marrero & Associates Architect & Planner Oswald Marrero Florida A.R. # 0015952, Florida A.A.# 0003311, I.D. # 5266 17507 NW 8 ST Pembroke Pines, FL 33029 Contact Person: Dayniel Del Llano Phone: 305 - 775 -8190 4/10/2010 To The Village of Miami Shores: Below you will find the responses to the comments corresponding to permit number CC10 -113 located on 9100 N.E. 2nd AVE., Miami Shores, FL 33138. 1. Plans must be reviewed and approved by Miami Dade County Fire Department Plans have been reviewed and approved. See stamps located in plans. 2. Plans must be reviewed and approved by Miami Dade County DERM Plans have been reviewed and approved. See stamps located in plans and also see attached paving and drainage approved set. 3. Plans must be approved by HRS for septic system Plans have been reviewed and approved. See stamps located in plans. 4. Provide a receipt from Miami Dade County W.A.S.Dfor impact fees Please see attached receipt and Verification Letter. No fees were applied. 5. Provide receipt from Miami Dade planning and zoning for impact fees Plans have been reviewed and no fees were applied. See stamps located in plans. 6. A demolition permit application is required Application has been attached to plans 7. Sub Permit applications are required Mechanical, Electrical and Plumbing applications have been attached to plans 8. Details referenced must be identified by page and detail number AR details are referenced by page number and detail number unless it is a typical detail 9. Separate permits for the paving and drainage and signs are required. Applications have been attached to plans 1 . Marrero & Associates Architect & Planner Oswald Marrero Florida A.R. # 0015952, Florida A.A.# 0003311, I.D. # 5266 17507 NW 8 ST Pembroke Pines, FL 33029 Contact Person: Dayniel Del Llano Phone: 305 - 775 -8190 10. Provide product control approvals for all new doors and windows that have been signed by the designer as reviewed and approved Approved NOA's have been attached to plans 11. The plans must indicate the occupancy type Please see LS-1 12. Provide an occupant load for each area of use (Room/ Area) Please see LS -1 13. The plans must indicate the type of existing construction Please see LS-1 14. The plans must indicate the level of alteration Please see LS -1 15. Provide a structural evaluation of the existing building from an engineer Please see "Evaluation and Analysis Report" attached to plans 16. Indicate the hourly fire rating for all walls and the tested assembly to be used. The fire rated walls are indicated in sheet A -2. Sheet A -2B provided approved tested assembly 17. Provide a complete life safety plan showing all paths of egress, isle widths, isle depth, exit width, travel distance from the most remote points, etc... Please see LS-1 18. Provide size of all existing doors Please see A -2 for door schedule. Sizing for existing doors is specified at the door's location 4 .a Marrero & Associates Architect & Planner Oswald Marrero Florida A.R. # 0015952, Florida A.A.# 0003311, I.D. # 5266 17507 NW 8 ST Pembroke Pines, FL 33029 Contact Person: Dayniel Del Llano Phone: 305 - 775 -8190 19. The floor plan must include all dimensions of restrooms including clear floor space at fixtures and door maneuvering clearance Please see A -7, STD -1 & STD-2 20. Stage must be rated per FBC410.4 and dressing rooms separated per FBC410.5 Please see note and detail A on Sheet A-4 As per section 410.4, fire retardant treated wood is minimum requirement for platform As per section 410.5, it is not applicable due to platform being less than S0 feet We truly hope this response sheet has been helpful to your review. Should you have any questions or need any additional information please do not hesitate to contact me. Sincerely, Miami Shores Village CPS MEW3 Building Department JAN 0 6 2011 10050 N.E.2hd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 '^Y: INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder): Permit No. CC— ( — l t Master Permit No. Address: gff9, /1M__ e2 o ® e_ City: ./'ff1 State: Ft— Zip: Tenant/Lessee Name: Phone #: —Y 3 ` � � AN", e#: 7S (—/32.. Email: JOB ADDRESS: 7/L7O ( c /rJ) City: Miami Shores County: Miami Dade Zip: 3'/ 3/ Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: C/M ?1-D ��e1 C // lJ/ IP4, Phone #: 50f 2o( )7Y/ Address: 43'Z 79 /t/s W. YI j'7 City: 714 / ;9",7 /1 State: , `'L Zip: .3 ) / O( Qualifier Name: /r7(71 4/} /9 /e1 Phone #:3C'f 02o( 1Jf State Certification or Registration #: CG C /5 ®.s9 6/' Certificate of Competency #: Contact Phone #: /OS"�' 3 3 — 0 / Email Address: /4y /5 C 9 /4,/e5 0 ° r.„ DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: DAddress ❑Alteration Description of Work: i//d pct/)/ /n6 ❑New ❑Repair/Replace ❑Demolition OL'OR +THROUGH ROOF TILE IS iEQUIRED acknowledged by: * * * * ** ** * * * * * *, * * * * * * *t * * * * * * * * * * * * * ** Fees************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ubmittaVele $ Permit Fee $ // �'-- Scanning Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ tffr 4 40 o 00 / z , Radon Fee $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ 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 which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved a %' a r.,rection fee will be charged. Signature Agent Signature Contractor The foregoing instrum= t a: acknowledged before me this 5 The foregoing instrument was acknowledged before me thisb day of 14.V 20 / 1 , by dr,460 5 y l//>a /nr day o '��. /,� 20 I I by mI 2, ICU Ii (62, who i6ersonally know >to me or who has produced who is personally kn.wn to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: //7/(s4,i— t j& ' N PEREZ My Commission Expires: ,t t. S * MY COMMISSION # EE 017604 EXPIRES: August 30, 2014 Bonded The Budget Notary Services APPROVED BY )O' , 1/" /dt • -.° `A 4 (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)(rev6/4/10) Plans Examiner Structural Review NOTARY PUBLIC: Sign (4)∎.L ,k )■--C Print: No" & (y) e_0(0 m My Commissin,Exvjr MARIA M. COLOMI t'iQ e% Notary Public - State of Florida • AmorowEepire&Oetaftelit � 4' Commission I EE 6322 41114x0 Bonded Through National 0N"P4 u', 1. Clerk Ybolto ckya %:nkty, Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit No. F1� AUL 1 C; �o Master Permit No. CC ` f' - / Q - //3 Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder): ii /4t�c.lrS4c7/L�4 6)44 J L{ /, MA- Phone #: 3t 707 -6? Address: //� :_ ��>o — r= %6 City: /�� n/ / C Q State: J/ /.3 a4 Zip: 3 3/ 3r Tenant/Lessee Name: Phone #: Email: 4 Ant JOB ADDRESS: er ( ©7 /I/. G City: Miami Shores a //r Folio/Parcel #: // 3 2.06.6 /3 3d ob County: Miami Dade Zip: Is the Building Historically Designated: Yes CONTRACTOR: Company Nam Address: 3 a 7'/ City: .M 1(T,t l / Qualifier Name: State Certifica Contact P DES NO Flood Zone: C /L•. f U/ L /A Phone #: 705- (33-2(o/ Zip: 3 3 f /o Phone #: 3'.f '33 d ad o/ Certificate of Competency #: Email Address: Value Type of ngineer: Phone #: for this Permit: $ Square/Linear Footage of Work: G� ork: ❑Address ❑Alteration New Description of Work: DRepair/Replace /1 00 2 dr-c..Ca- ❑Demolition COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: *********** ir**,.**** **** *,t*** * * * * * **** ** Fee *k*,. ****, ** * * * **** **ir**xir,.****+u*** **** **** ** • Permit Fee $ CCF $ CO /CC $ Submittal Fee $ Scanning Fee $11 Notary $ Double Fee $ Radon Fee $ DBPR $ Bond $ Training/Education Fee $ Technology Fee $ Structural Review $4 0 ' 6 b 1104e TOTAL FEE NOW DUE 1 ND D Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature for or Agent The foregoing instrumen ,was acknowledged before me this day of /za' s ' /4/A--" who is WItafdlodttas u Signature a Contractor The foregoing i strument was acknowledged before me this 1 day of , 20 ID by mJz4'f who ispersonally known to me or who has produced "-two As ia�� i Aus,.,3'0.,2,,0�j10 (407) 39843153 Hon Ai di4y& Oho id take an oath. as identification and who did take an oath. NOTAR Sign: Print: / Z/ %l //9C-7 C My Commission Expires: ******** it* ******************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY (Revised 07 /10 /07XRevised 06 /10 /2009)(Revised 3/15/09Xrev6/4/10) Plans Examiner Zoning Structural Review Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit ■o.J0 " 43 Job NameleAoM __-_ 5 Date_ 7 / 2jie STRUCTURAL CRITIQUE SHEET flr v 4ea ‘4inpieic Rvif ikratn /flan 71.J1 Straw 1,01-roil etiteili f v /pr op , 1-ta s'nI d f i 7? cr a zip! Sec, 4) WI etaI Caoc. ,'ve Orfrfl h %r&- ineoPted but am S'e . 3 d # af/geas - Hi 1' s a or-e derrfv1ich GLarri r r iw ova Cpla11 'Weaa re S'.ecf. a#-e clAfh a Prep; de cold, r locrd s g pI1 Aar �r)1 Sec d we/ syy1 17;4" Sec c. 0,01 3Aow d loor.. - cdorrec. Permit No: 10 -113 Job Name: July 16, 2010 Miami Shores Viiiage Building Department Building Critique Sheet Revision 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 1) Plans must be reviewed and approved by Miami Dade County Fire Department. 2) Plans must be reviewed and approved by Miami Dade County DERM. 3) Plans must be approved by HRS for the septic system. 4) Provide receipt from Miami Dade planning and Zoning for impact fees. 5) Provide plans for mechanical and electrical for new area. 6) The plans provided do not match the architectural plans submitted. Revise all plans that pertain to this area. STOPPED REVIEW Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Miami Shores Viiiage Building Department RECEIPT PERMIT #kJ t'..J DATE: 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Contractor ❑ Owner ❑ Architect up 2 sets of plans and emecA, From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Buildi? eatment o continue permitting process. Acknowle ed by: PERMIT CLERK INITIAL: �` f RESUBMITTED DATE: PERMIT CLERK INITIAL: 04/06/2010 10:04 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES Ili 001 *c** TX REPORT *s* $$$$$$$$$$$$ $$$$$**** TRANSMISSION OK TX /R% NO 4863 RECIPIENT ADDRESS 93053972277 DESTINATION ID ST. TIME 04/06 10:03 TIME USE 01'23 PAGES SENT 2 RESULT OK Permit No: 10-03 Job Name: February 10, 2010 li iami horeS ` illage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 .. 71— Page 1 of 1 Building Critique Sheet 1) Plans must be reviewed and approved by Miami Dade County Fire Department. 2) Plans must be reviewed and approved by Miami Dade County DERM. 3) Plans must be approved by HRS for the septic system. 4) Provide a receipt from Miami Dade County Water and Sewer for impact fees. 5) Provide receipt from Miami Dade planning and Zoning for impact fees. 6) A demolition permit application is required. 7) Sub permit applications are required. 8) Details referenced must be identified by page and detail number. 9) Separate permits for the paving and drainage, signs ect. Are required 10) Provide product approvals for all new door/windows that have been signed by the designer as reviewed at d approved. 11) The plans must indicate the occupancy type. 12) Provide an occupant load for each area of use (room /area) using FBC 1004.1 13) The plans must indicate the type of existing construction. 14) The plans must indicate the level of alteration. FBC Ex Ch 4 15) Provide a structural evaluation of the existing building from an engineer. FBC Ex 807.5 16) Indicate the hourly fire rating for all walls and the tested assembly to be used. 17) Provide a complete life safety plan showing all paths of egress, isle widths, isle depth, exit width, travel distance from the most remote points ect. 18) Provide size of all existing doors. 19) The floor plan must include all dimensions of restrooms including clear floor space at fixtures and door maneuvering clearance. 20) Stage must be rated per FBC 410.4 and dressing rooms separated per FBC 410.5 • rfi % n.nu :.Jn n nr.nn.nl i +nr +nrm 4nr +4.n rr, L Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 134120 Permit Number: CC -1 -10 -113 Inspection Date: July 30, 2010 Inspector: Bruhn, Norman Owner: OF JEHOVAH'S WITNESSES IN, MIAMI eunnre rnkir_ncnATIAM Job Address: 9100 NE 2 Avenue Miami Shores, FL 33138- Project: <NONE> Contractor: UNITED GENERAL BUILDING CORP Permit Type: Commercial Construction Inspection Type: Slab Work Classification: Alteration Phone Number (305)758 -1073 Parcel Number 1132060133200 Building Department Comments July 30, 2010 For Inspections please call: (305)762 -4949 Page 1 of 1 Passed ;f 1 Inspector Comments ` Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until July 30, 2010 For Inspections please call: (305)762 -4949 Page 1 of 1 PEST CONTROL, INC. NOTICE OF TERMITE PROTECTIVE TREATMENT As REQUIRED BY FLORIDA BUILDING CODE (FBC) 104.2.6 As PER 104.2.6 -IF SOIL CHEMICAL BARRIER METHOD FOR TERMITE PREVENTION IS USED, FINAL EXTERIOR TREATMENT SHALL BE COMPLETED PRIOR TO FINAL BUILDING APPROVAL. DATE OF TREATMENT: -7 BUILDER NAME: TREATMENT ADDRESS: TIME OF TREATMENT: IN / 6 APPLICATORTh L OUT 9(o f J E Andc- AN< 447- b JOB #: LOT: BLOCK: UNIT: SPRAY & TAMP <SICITAVONLY SPRAY # RESIDENTIAL COMMERCIA DDITION CHEMICAI4 '[ f trZA P j O� ` % 5 GALLONS � - pkz MONOLITHIC t( `J SIF STEMWALL SF L/F L/F STAGE OF TREATMENT (HORIZONTAL, VERTICAL, ADJOINING SLAB, RETREAT OF DISTURBED AREA) PERIMETER TREATMENT CHEMICAL: GALLONS DATE OF TREATMENT: TIME OF TREATMENT: APPLICATOR: L/F 300 S. STATE ROAD 7 PLANTATION, FLORIDA 33317 954 - 584 -8588 1- 800 - 749 -8588 FAX: 954 - 584 -6117 Miami Shores Vivage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: CC -AD --113 DATE: l r o I, p Pfem∎ C i, `LL ULAr.(b ❑ Contractor ❑ Owner ❑ Architect Picked up 2 sets of plans and (other) C Q Address: "l CO Av - Cc Q9 -QC—t �J From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Depart rr-� nue rmitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: " I (� PERMIT CLERK INITIAL: Permit No: 10 -113 Job Name: February 10, 2010 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) A demolition permit application is required. 2) Sub permit applications are required. 3) Separate permits for the paving and drainage, signs ect. Are required 4) Product approvals submitted do not match the door schedule. Identify which product is for which opening and mark the approvals to show all components to be used. 5) Indicate the hourly fire rating for all walls and the tested assembly to be used.The plans have fire rated wall details on sheet A-2b and A-4 wall legend but the floor plan does not match and the wall legend refers to an old SFBC assembly which is no longer approved. Please clear up which system is to be used and identify the fire riled walls on the floor plan. 6) Stage must be rated per FBC 410.4. Provide complete details ofthe stage construction. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 va)( aco _art -2-1-7 05/07/2010 11:32 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES * * * * * * * * * * * * * * * * * * * ** * ** TX REPORT *** * * * * * * * * * * * * * * * * * * * *$ TRANSMISSION OK TX /RX NO 4985 RECIPIENT ADDRESS 93053972277 DESTINATION ID ST. TIME 05/07 11:31 TIME USE 00'53 PAGES SENT 1 RESULT OK Permit No: 10 -113 Job Name: February 10, 2010 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Pagel of 1 Building Critique Sheet 1) A demolition permit application is required. 2) Sub permit applications are required. 3) Separate permits for the paving and drainage, signs ect. Are required 4) Product approvals submitted do not match the door schedule.ldentify which product is for which opening and mark the approvals to show all components to be used. 5) Indicate the hourly fire rating for all walls and the tested assembly to be used.The plans have fire rated wall details on sheet A-2b and A-4 wall legend but the floor plan does not match and the wall legend refers to an old SFBC assembly which is no longer approved. Please clear up which system is to be used and identify the fire red walls on the floor plan. 6) Stage must be rated per FBC 410.4. Provide complete details ofthe stage construction. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 -795 -2204 Total Due: $0.00 I Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 !Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 [Bill To MIAMI SHORES CONGREGATION OF JEHO` MIAMI SHORES CONGREGATION OF & JEW 206 NW 97 ST MIAMI, FL 33150 -1629 Date 07/30/2010 07/30/2010 07/30/2010 Fee Name Miscellaneous Fee Revision Fee Plan Review Fee (Engineer) Invoice Number: CC -7 -10 -38542 Invoice Date: July 30, 2010 Permit Number: CC -1 -10 -113 Bond Number: Comments: Fee Type Calculated Calculated Calculated Fee Amount $18.00 $75.00 $120.00 Total Fees Due: $213.00 Payments MIAMI SORES VILLAGE HALL 1C4 t0 NE 2ND AVE MIAMI SHORES. FL 33138 305- 795- 2 M Phone /Web 7484728 :0/10 h 4: 004 lol Code: 5 ID: �� Ref W. 10:07:5 y�Pl Exp: /t 1561 Irvoice #: 000( 534D ?1346222 $ 21? Customer Cow Date Pay Type 07/30/2010 Credit Card Check Number Amount Paid $213.00 Change $0.00 Total Paid: $213.00 Friday, July 30, 2010 Certificate of Completion Miami Shores Village 10050 NE 2 Ave, Miami Shores FI, 33138 Tel: 305-795-2204 Fax: 305-756-8972 Building Inspection Department This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: 9100 NE 2 Avenue Miami Shores FL 33138- Building Officials Approval Norman Bruhn, CBO Not Transferable Transferable POST IN A CONSPICUOUS PLACE Permit Number: CC -1 -10 -113 j Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 inspection Number: INSP - 134131 Inspection Date: November 17, 2011 Inspector: Bruhn, Norman Owner: SYLVAIN, FRED Job Address: 9100 NE 2 Avenue Miami Shores, FL 33138- Project: <NONE> Contractor: UNITED GENERAL BUILDING CORP Permit Type: Commercial Construction Inspection Type: Final PE Certification Work Classification: Alteration Phone Number (305)759 -6235 Parcel Number 1132060133200 Building Department Comments November 17, 2011 For Inspections please call: (305)762 -4949 Page 1 of 1 Passed Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until November 17, 2011 For Inspections please call: (305)762 -4949 Page 1 of 1 WEB: WWW.MARREROANDASSOCIATES.COM MARRERO AND ASSOCIATES ARCHITECT AND PLANNERS January 12, 2011 Village of Miami Shores Building Department 10050 Northeast 2nd Avenue Miami Shores, Florida 33138 Re: Kingdom Hall of Jehovah's Witnesses 9100 NE 2nd Avenue Miami Shores, FL 33138 -2804 Permit # CC10 -113 Attn: Building Inspector, I Osvaldo Marrero, have inspected the complete structural work performed, for the firm, including but not limited to items below and have found them to be in compliance to F.B.C. and approved plans. - Hall A and B platform slab and reinforcement - Tie downs and reinforcement - Steel angle underneath 2nd Floor slab and bolts - 2nd Floor slab and rebars - Concrete columns and rebars - C channel for cantilever bean and bolts - Steel columns, plates and bolts - Cantilever I beam and bolts - Truss reinforcement, bracing, straps, screws and nails - Concrete staircase at north west comer and rebars - Handicapped ramps and reinforcement - Footiprg for columns and rebars If you 1aye (aa uestionsor eoncerns please feel free to contact me. Os ,a1 a `ego, Architect Reg. No. AR001595211D5266 17507 NW 8th Street Pembroke Pines , Florida 33029 AA0015952 Phone: 954 450 -4338 Fax 1800 771 -9527 Email: osvaldo @marreroandassociates.com Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: I NS P- 166811 Permit Number: CC -1 -10 -113 Inspection Date: November 17, 2011 Inspector: B Owner: SYLVAIN, FRED Job Address: 9100 NE 2 Avenue Miami Shores, FL 33138- Project: <NONE> Contractor: UNITED GENERAL BUILDING CORP Permit Type: Commercial Construction Inspection Type: Miscellaneous Work Classification: Alteration Phone Number (305)759 -6235 Parcel Number 1132060133200 Building Department Comments For Inspections please call: (305)762 -4949 November 17, 2011 Page 1 of 1 Passed Inspector Comments BACKFLOW PREVENTION CERTIFICATE 0\C-7' Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 November 17, 2011 Page 1 of 1 MIAMI•CADE WATER E SEWER CEPARTi6EVT METER OPERTAT1C.1S & MAINTENANCE PUAM CRoSSCONNECTION CONTROL UNIT EEO 1001 N.W. 11th STREET, NUM, R. 131334209 Flume (30547.30411 ? Fax (3c5) 545.0555 BACKFLOW PREVENTION ASSEMBLY TEST REPORTIORM 1 r. 3REvS Of GE•litE: stins.LAIL 7. /'1i4Rei CIA` EtOF CEaU air. J V tVm - o'cil$ 1.0 411.10,6 leS iNiFR tf 4CT I e P cc : E FAx' 7 9 w d < Amfess OF TONER; Et. CODE 2 i TESTER' /'�7 74 ��J! SRi.FILR FA d' %&n d.:. i"" 74 t 13` -4 r t Si MOP, A :: - NONE: �y �r L "1 ak,:,IP.. , la* . pct.) • Stk, fle , ;x:+al ss: �y /� ft- zU C:l13E. a 'f r- kirtme." . ow i a. Imil,A:/k qj /fir 1,.:-.76.,/ Cy.. :49 DATE. : it i t f EITE ROE. } YES fwd i� _ • i i# xi1 . : - 'n�i. i11 - G+' t �. 1.G`S 1! ,� y'.`�,r T.T , i g ' i '7• ✓--.4 .L(_!l.T^ '9 AO f'."•� .... 1'a'f vT•.'� ..:,v^roa.., WOOF Y. ...��i. 1F mei NC ..i1+AII, WE yAl� i�i10FASSEMELY: [ �j.°1 1 t � �l s+" l O ti %l I+�' 1.•'. C,ri ' l''� Si' k La �y�c i .i••,A..V HOE. "i°'dk �t.J �'�1 � .._.L. eA fF yTFST: a9gtl�7 .7V �+ c9 c i f BgTER/6�4�pL'�• °''� 1 [�"'T i `-+ INITIAL TEST* 4.� ARICAL-ESI: i ' ''' 11Gii: to"... i vri•v4LwtR 2Q L[ „r.F S �� • ! = CLOSED TIG,ii:_ Vi _ � M ,T— w. - "T .} CHECK VALVE MO.2 I P J IA NO , .,..,.'1.,,--.yiu ..., .. • €•• :..g...:ia ,' %i+..v. I— CP) " .. CHECK VALVE NO.1 .. �- �•LY DIFFERENDAL RELIEF VALVE 1 Amt MUT . i MAMMA • I1sed Tigl %� }_ . r it i Closed Tight' �� 5°d, TO.1'? .N FALB)TODRE -i_� I• AVrC' LYif7i. Looked: I ne.Led• ^ ^_ L.yM..YM- ' x P11 F7.'LA: PSI :WsiLtic inWRRM FOAMS '.:34::e4 ft PSI FtWST6 DIFFE f-ALAT0. el4FCtt PMi OnNEDAT: +..1 Pli AT I P8i PMARYS _ � '.1s•A' ' 'R a.1 .r '': ' a.dai,. t- 4�4'.. i .yi.�.. / REASON FOR FAILURE IF A*AP.EVT}• .. .. "444.0414 , _, .v. M 7S k iii I ` ..'�..•.. , , ... C�' :tk d...+: 4� .4.'" ' REPAIRS REPLACED: REPLACED: REPLACEDI I PaLtalt 5,: 1. 4. y i 1�e n ONE Ci4 VALVE NO.1 CMECK VALVE .O.2 OlvFirl7e+lA4: AFISFYAIAE AIR BBET ( tit Y3VI 3 C„i' ';g:?!: Closed fight: FAILED TO OPEN: FA0.EDT :nit LEl+KEL_ i 't,,"I Leaked: Leask d: Ec3: -AT: KO At �„ Pfd.SUREOFFEREW�L+ACROSSSt cx aRtFEt:rREIA°FERENIALReFe5$C$ NED AT: .- - - -P$I P� PSI PSI � ._—rif .117'45-7;7 '- - ± °.])s! r - • .' 3i . :: .:.:` rr:Pr i Tr t, "Irv!'' e. .IV M i p'7 y . Te .��/� .. a 0 r. 1 + • i f.1.. - :! '5•A u% x : R 4I! S 11. SIGMA � ( r EA T t - � DAZE: f 4 20 it FOR + ICE USE C11.Y: DA TE; Revised: 01!10/2005 w ww.mismiclade.govlwa bacletiOvw.esp 3uS 755 -47,2 armffFro, MI r Mgr 111111 Ili 111X X IPtW ill N / IMF II fr a u JI<IF III %ivII 15332 S.W. 72 St. 6 -12 • Miami, FL 33193 305-9781E01 2 CFO-14273W • Licensed & ittwred sifF,iC6TECHNICIAN•SNAVE .. . ,- iN T)Cer sang onsa a att e a -" okiERA o tFm DETECTION o TIESTINCI LSCon C c+,sTC �h:ea rrA 13mA's: MEDIA Q MKT SAI ES UJSTOA+ER NA;dE Y-�1 In 0 4 L t e i r a� STONIER Nc. b .l`) y,- ' `i ti .'ri'}t L' i A'-t +6 e' 7' , .i0s.= DI) 1E5S Aw-i•NJNISEP 2 ,..- ,---, ...I') GITY •` 1�� STA1ErP MINCE ia`/6 i. f)11(-175 h 1 - 1 21PIPOSTAL CUBTONER 'EL EPHO E NUMBER 2715 9 �� Fla, US'? ME+? ^@t_ PMTjNE NUMBER ESTIMATE WORK ORDER AUTHORIZATION MY aationate for sh? forr Ing Ito work i6: (" auttnzeFUAEoctPI.mWP,la.to poem Itonot, secuw- R tr-,J I woo to Rr ole orevrt ;nexmierl IWI twin; oittaagrodenent,Ar noregurroado i.rAarL'3R%AAisows. PlutebAt}is Mb 12 rarasLVnB' POr CAW, Eatt, .:stol, doiraratad, at NM epte, tote. or drat cut• m d nay damp resaing tr lEe:ow tt m.1q l.'. (PRINT NNW) COMPLETION t ottoo ato :Matta LImo beim leacroca cork oval lea t ewe 1, try oamg':s tchs attlr- (SIONATJREr � 4 — r ..r sii .LiiIRMIP r, /' ,ia ,—,—ii, ( ji: rr ,, a iJ , --J St :B TO 1 A: a /+ LABOR $ F . _ _ _ DRAIN CLEANING 0 Main LM ` :;;sts..-,.t 0O91.r L6xr-S 0 Other PLUMBING m Re$ah 0 ac ec;c 17,1 Florins Q t year Other r, _ PAYMENT PARTS$ 0 CASI4 OTHER $ TAX $ DCHECK:RW.119E•6NO. , TOTAL a _ — i-savevicti Tar REF= Or WV RiLtz.EATY. to to HALE AM SOWN t'ti.MElf7U. CUSTviAEk fi WARE x ai• NA'.°-AS PAYEE MIL e ti Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 134122 Permit Number: CC -1 -10 -113 I Inspection Date: November 17, 2011 Inspector: Bruhn, Norman Owner: SYLVAIN, FRED Job Address: 9100 NE 2 Avenue Miami Shores, FL 33138- Project <NONE> Contractor: UNITED GENERAL BUILDING CORP Permit Type: Commercial Construction Inspection Type: F. Insulation Certificate Work Classification: Alteration Phone Number (305)759 -6235 Parcel Number 1132060133200 Building Department Comments For Inspections please call: (305)762 -4949 November 17, 2011 Page 1 of 1 Passe�� // Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 November 17, 2011 Page 1 of 1 Miami -Dade County Building Department 11805 S.W. 26 Street, Miami, FL 33175 -2474 www.miamidade.gov/building ENERGY, SOUND AND IMPACT CERTIFICATE Building Permit No: Project Name: Job Address: STATEMENT OF COMPLIANCE We, the undersigned, hereby certify that the ENERGY. SOUND AND IMPACT INSULATION has been installed in the above referenced project, in complianre with the latest edition of the FLORIDA BUILDING CODE. the APPROVED ENERGY CALCULATIONS and Plans and in accordance with good construction practice. The insulation furnished and installed has the characteristics shown below: (check only applicable boxes). ❑ 1) Exterior CBS Wad], Insulation: R- (Min.): Material: Thickness: • a inch (es): Density: lb /ft: Mfgr: ❑ 2) Exterior Frame/Metal Stud Walls: R- (Min.): Material: Thickness: inch (es): Density: lb /ft: Mfgr: ❑ 3) Exterior solid concrete walls: R- (Min.): Material: Thickness: inch (es): Density: lb /ft: Mfgr: ❑ 4) Interior walls separating A/C from non A/C spaces insulation: R- (Min.) Material: ; Thickness: inch (es); Density: lb/ft ❑ 5) MULTI - FAMILY RESIDENTIAL CONSTRUCTION ONLY: The COMMON (Party) walls to two separate conditioned tenancies shall be insulated to a minimum of R -11 for frame walls, and to R -3 on both sides of common masonry walls See ENERGY CODE, 2007, paragraph 13 -602. ABC.1.1, on page 13.74, latest edition. These "minimum levels of insulation ", are not included in the Energy Calculations, but shall be installed in the field. ❑ 6) Ceiling insulation R- (Min.); Material: Thickness: inch (es): Density: lb /ft: Mfgr. ❑ 7) Walls, partitions and floor /ceiling assemblies between dwelling units or between dwelling units and adjacent public or service areas such as halls, corridors, stairs, etc. must have a sound transmission class (STC) of not less than 50 (penetrations must maintain the required rating). El 8) Floor /ceiling assemblies between dwelling units or between dwelling units and public or service areas such as halls, corridors, stairs, etc. must have an impact insulation class (RC) rating of not less th 0. Make photocopies of sheet in your office, as required for futu Installed by: (� l Insulation mpanyy Name Insulation Contractor CC# a7 V S 0O 1 0.C./Builder: D Comp y Name ' G.C./Builder's Signature Building Contractor cc#CGC /TO CAC/8 : ate Certified: Note: For lightweight Insulating concrete, use appropriate forms, separate from this one. Revised 02 -26 -2009 SAP2000 • 12/28/10 11:46:33 SAP2000 v9.0.1 - File:Truss - 3-D View - Kip, in, F Units SAP2000 2 12/28/10 11:38:34 id k SAP2000 v9.0.1 - File:Truss - 3-D View - Kip, in, F Units SAP2000 12/28/10 11:40:54 2 -110 -88. -242. -220. -198. -176. -1 3. . 4V, SAP2000 12/28/10 11:40:13 -30.0 -25.0 -20.0 -15.0 -10.0 -5.0 0.0 5.0 10.0 15.0 20.0 25.0 30.0 35.0 E-3 SAP2000 v9.0.1 - File:Truss - Stress S22 Diagram (SDL) - Kip, in, F Units 98. 112. 126. 140. 154. E-3 SAP2000 v9.0.1 - File:Truss - Stress S11 Diagram (UPLIFT) - Kip, in, F Units 12/28110 11:46:06 -21.0 -18.0 -15.0 -12.0 -9.0 -6.0 -3.0 0.0 3.0 6.0 9.0 12.0 15.0 18.0 E-3 SAP2000 v9.0.1 - File:Truss - Stress S22 Diagram (UPLIFT) - Kip, in, F Units SAP2000 v9.0.1 12/28/10 11:33:09 Table: Base Reactions, Part 1 of 3 DEAD LinStatic - 1.688E -14 LIVE LinStatic - 1.332E -14 SDL Combination - 3.020E -14 SDW Combination - 2.132E -14 UPLIFT Combination 2.665E -14 0.000 0.000 0.000 0.000 0.000 4.613 3.259 7.872 6.785 -5.431 0.000 0.000 0.000 0.000 0.000 - 1439.784 - 1016.661 - 2456.444 - 2117.557 1694.434 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Table: Base Reactions, Part 2 of 3 DEAD LIVE SDL SDW UPLIFT 0.000 0.000 0.000 0.000 0.000 0.000 2.475E +17 0.000 2.154E +17 0.000 4.629E +17 0.000 6.783E +17 0.000 1.795E +17 Table: Base Reactions, Part 3 of 3 DEAD LIVE SDL SDW UPLIFT 312.113 312.000 624.113 624.113 312.000 0.000 0:000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Table: Case - Static 1 - Load Assignments 0.000 0.000 0.000 0.000 0.000 DEAD. LIVE WIND1 WIND2 Load case Load case Load case Load case DEAD LIVE WIND1 WIND2 1.000000 1.000000 1.000000 1.000000 Table: Element Forces - Frames, Part 1 of 2 3 3 3 3 3 3 3 3 0.000 DEAD LinStatic 19.500 DEAD LinStatic 39.000 DEAD LinStatic 58.500 DEAD LinStatic 78.000 DEAD LinStatic 0.000 LIVE LinStatic 19.500 LIVE LinStatic 39.000 LIVE LinStatic 0.084 0.084 0.084 0.084 0.084 0.116 0.116 0.116 0.000 0.000 0.000 0.000 0.000 -0.080 -0.044 - 8.529E -03 0.027 0.063 - 4.087E -03 - 4.087E -03 - 4.087E -03 Page 1 of 26 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 SAP2000 v9.0.1 12/28/10 11:33:09 3 58.500 LIVE LinStatic 0.116 - 4.087E -03 0.000 0.000 0.000 3 78.000 LIVE LinStatic 0.116 - 4.087E -03 0.000 0.000 0.000 3 0.000 SDL Combination 0.200 -0.084 0.000 0.000 0.000 3 19.500 SDL Combination 0.200 -0.049 0.000 0.000 0.000 3 39.000 SDL Combination 0.200 -0.013 0.000 0.000 0.000 3 58.500 SDL Combination 0.200 0.023 0.000 0.000 0.000 3 78.000 SDL Combination 0.200 0.059 0.000 0.000 0.000 3 0.000 SDW Combination 0.161 -0.083 0.000 0.000 0.000 3 19.500 SDW Combination 0.161 -0.047 0.000 0.000 0.000 3 39.000 SDW Combination 0.161 -0.011 0.000 0.000 0.000 3 58.500 SDW Combination 0.161 0.025 0.000 0.000 0.000 3 78.000 SDW Combination 0.161 0.061 0.000 0.000 0.000 3 0.000 UPLIFT Combination -0.193 6.811E -03 0.000 0.000 0.000 3 19.500 UPLIFT Combination -0.193 6.811E-03 0.000 0.000 0.000 3 39.000 UPLIFT Combination -0.193 6.811E-03 0.000 0.000 0.000 3 58.500 UPLIFT Combination -0.193 6.811E -03 0.000 0.000 0.000 3 78.000 UPLIFT Combination -0.193 6.811E -03 0.000 0.000 0.000 4 0.000 DEAD LinStatic 0.136 -0.066 0.000 0.000 0.000 4 19.500 DEAD LinStatic 0.136 -0.030 0.000 0.000 0.000 4 39.000 DEAD LinStatic 0.136 6.002E -03 0.000 0.000 0.000 4 58.500 DEAD LinStatic 0.136 0.042 0.000 0.000 0.000 4 78.000 DEAD LinStatic 0.136 0.078 0.000 0.000 0.000 4 0.000 LIVE LinStatic 0.144 5.929E -03 0.000 0.000 0.000 4 19.500 LIVE LinStatic 0.144 5.929E -03 0.000 0.000 0.000 4 39.000 LIVE LinStatic 0.144 5.929E -03 0.000 0.000 0.000 4 58.500 LIVE LinStatic 0.144 5.929E -03 0.000 0.000 0.000 4 78.000 LIVE LinStatic 0.144 5.929E -03 0.000 0.000 0.000 4 0.000 SDL Combination 0.280 -0.060 0.000 0.000 0.000 4 19.500 SDL Combination 0.280 -0.024 0.000 0.000 0.000 4 39.000 SDL Combination 0.280 0.012 0.000 0.000 0.000 4 58.500 SDL Combination 0280 0.048 0.000 0.000 0.000 4 78.000 SDL Combination 0.280 0.084 0.000 0.000 0.000 4 0.000 SDW Combination 0.232 -0.062 0.000 0.000 0.000 4 19.500 SDW Combination 0232 -0.026 0.000 0.000 0.000 4 39.000 SDW Combination 0.232 9.955E -03 0.000 0.000 0.000 4 58.500 SDW Combination 0.232 0.046 0.000 0.000 0.000 4 78.000 SDW Combination 0.232 0.082 0.000 0.000 0.000 4 0.000 UPLIFT Combination -0.241 - 9.882E -03 0.000 0.000 0.000 4 19.500 UPLIFT Combination -0.241 9.882E -03 0.000 0.000 0.000 4 39.000 UPLIFT Combination -0.241 - 9.882E -03 0.000 0.000 0.000 4 58.500 UPLIFT Combination -0.241 - 9.882E -03 0.000 0.000 0.000 4 78.000 UPLIFT Combination -0.241 - 9.882E -03 0.000 0.000 0.000 5 0.000 DEAD LinStatic 0.258 -0.070 0.000 0.000 0.000 5 19.500 DEAD LinStatic 0.258 -0.035 0.000 0.000 0.000 5 39.000 DEAD LinStatic 0258 1.318E -03 0.000 0.000 0.000 5 58.500 DEAD LinStatic 0.258 0.037 0.000 0.000 0.000 5 78.000 DEAD LinStatic 0.258 0.073 0.000 0.000 0.000 5 0.000 LIVE LinStatic 0.151 9.204E -04 0.000 0.000 0.000 5 19.500 LIVE LinStatic 0.151 9.204E -04 0.000 0.000 0.000 5 39.000 LIVE LinStatic 0.151 9.204E -04 0.000 0.000 0.000 5 58.500 LIVE LinStatic 0.151 9.204E -04 0.000 0.000 0.000 5 78.000 LIVE LinStatic 0.151 9.204E -04 0.000 0.000 0.000 5 0.000 SDL Combination 0.409 -0.070 0.000 0.000 0.000 5 19.500 SDL Combination 0.409 -0.034 0.000 0.000 0.000 5 39.000 SDL Combination 0.409 2.238E -03 0.000 0.000 0.000 Page 2 of 26 1 SAP2000 v9.0.1 12/28/10 11:33:09 58.500 78.000 0.000 19.500 39.000 58.500 78.000 0.000 19.500 39.000 58.500 78.000 0.000 19.500 39.000 58.500 78.000 0.000 19.500 39.000 58.500 78.000 0.000 19.500 39.000 58.500 78.000 0.000 19.500 39.000 58.500 78.000 0.000 19.500 39.000 58.500 78.000 0.000 19.500 39.000 58.500 78.000 0.000 19.500 39.000 58.500 78.000 0.000 19.500 39.000 58.500 78.000 0.000 19.500 39.000 SDL SDL SDW SDW SDW SDW SDW UPLIFT UPLIFT UPLIFT UPLIFT UPLIFT DEAD DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE LIVE SDL SDL SDL SDL SDL SDW SDW SDW SDW SDW UPLIFT UPLIFT UPLIFT UPLIFT UPLIFT DEAD DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE LIVE SDL SDL SDL SDL SDL SDW SDW SDW Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination LinStatic LinStatic LinStatic LinStatic LinStatic LinStatic LinStatic LinStatic LinStatic LinStatic Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination LinStatic LinStatic LinStatic LinStatic LinStatic LinStatic LinStatic LinStatic LinStatic LinStatic Combination Combination Combination Combination Combination Combination Combination Combination 0.409 0.409 0.359 0.359 0.359 0.359 0.359 -0.251 -0.251 -0.251 -0.251 -0.251 -0.102 -0.102 -0.102 -0.102 -0.102 -0.104 -0.104 -0.104 -0.104 -0.104 -0.205 -0.205 -0.205 -0.205 -0.205 -0.171 -0.171 -0.171 -0.171 -0.171 0.173 0.173 0.173 0.173 0.173 -0.100 -0.100 -0.100 -0.100 -0.100 -0.103 -0.103 -0.103 -0.103 -0.103 -0.203 -0.203 -0.203 -0.203 -0.203 -0.169 -0.169 -0.169 0.038 0.074 -0.070 -0.034 1.931E -03 0.038 0.074 - 1.534E -03 - 1.534E -03 - 1.534E -03 - 1.534E -03 - 1.534E -03 -0.071 -0.036 2.837E -04 0.036 0.072 1.942E -04 1.942E -04 1.942E -04 1.942E -04 1.942E -04 -0.071 -0.035 4.779E -04 0.036 0.072 -0.071 -0.035 4.132E -04 0.036 0.072 - 3.237E -04 - 3.237E -04 - 3.237E -04 - 3.237E -04 - 3.237E -04 -0.072 -0.036 - 3.214E -04 0.036 0.071 - 2.064E -04 - 2.064E -04 - 2.064E -04 - 2.064E -04 - 2.064E -04 -0.072 -0.036 - 5.278E -04 0.035 0.071 -0.072 -0.036 - 4.590E -04 Page 3 of 26 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 a SAP2000 v9.0.1 12/28/10 11:33:09 58.500 78.000 0.000 19.500 39.000 58.500 78.000 0.000 19.500 39.000 58.500 78.000 0.000 19.500 39.000 58.500 78.000 0.000 19.500 39.000 58.500 78.000 0.000 19.500 39.000 58.500 78.000 0.000 19.500 39.000 58.500 78.000 0.000 19.500 39.000 58.500 78.000 0.000 19.500 39.000 58.500 78.000 0.000 19.500 39.000 58.500 78.000 0.000 19.500 39.000 58.500 78.000 0.000 19.500 39.000 SDW SDW UPLIFT UPLIFT UPLIFT UPLIFT UPLIFT DEAD DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE LIVE SDL SDL SDL SDL SDL SDW SDW SDW SDW SDW UPLIFT UPLIFT UPLIFT UPLIFT UPLIFT DEAD DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE LIVE SDL SDL SDL SDL SDL SDW SDW SDW SDW SDW UPLIFT UPLIFT UPLIFT Combination Combination Combination Combination Combination Combination Combination LinStatic LinStatic LinStatic LinStatic LinStatic LinStatic LinStatic LinStatic LinStatic LinStatic Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination LinStatic LinStatic LinStatic LinStatic LinStatic LinStatic LinStatic LinStatic LinStatic LinStatic Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination -0.169 -0.169 0.172 0.172 0.172 0.172 0.172 0.279 0.279 0.279 0.279 0.279 0.165 0.165 0.165 0.165 0.165 0.444 0.444 0.444 0.444 0.444 0.389 0.389 0.389 0.389 0.389 -0.274 -0.274 -0.274 -0.274 -0.274 -0.520 -0.520 -0.520 -0.520 -0.520 -0.397 -0.397 -0.397 -0.397 -0.397 -0.916 -0.916 -0.916 -0.916 -0.916 -0.784 -0.784 -0.784 -0.784 -0.784 0.661 0.661 0.661 0.035 0.071 3.439E -04 3.439E -04 3.439E -04 3.439E -04 3.439E -04 -0.073 -0.037 - 1.367E -03 0.035 0.070 - 9.158E -04 - 9.158E -04 - 9.158E -04 - 9.158E -04 - 9.158E -04 -0.074 -0.038 - 2.283E -03 0.034 0.069 -0.074 -0.038 - 1.978E -03 0.034 0.070 1.526E -03 1.526E -03 1.526E -03 1.526E -03 1.526E -03 -0.129 -0.093 -0.057 -0.021 0.015 -0.041 -0.041 -0.041 -0.041 -0.041 -0.170 -0.134 -0.098 -0.062 -0.027 -0.156 -0.120 -0.085 -0.049 -0.013 0.069 0.069 0.069 Page 4 of 26 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 SAP2000 v9.0.1 12/28/10 11:33:09 T 9 58.500 UPLIFT 9 78.000 UPLIFT 10 0.000 DEAD 10 19.500 DEAD 10 39.000 DEAD 10 58.500 DEAD 10 78.000 DEAD 10 0.000 LIVE 10 19.500 LIVE 10 39.000 LIVE 10 58.500 LIVE 10 78.000 LIVE 10 0.000 SDL 10 19.500 SDL 10 39.000 SDL 10 58.500 SDL 10 78.000 SDL 10 0.000 SDW 10 19.500 SDW 10 39.000 SDW 10 58.500 SDW 10 78.000 SDW 10 0.000 UPLIFT 10 19.500 UPLIFT 10 39.000 UPLIFT 10 58.500 UPLIFT 10 78.000 UPLIFT 11 0.000 DEAD 11 11.750 DEAD 11 23.500 DEAD 11 0.000 LIVE 11 11.750 LIVE 11 23.500 LIVE 11 0.000 SDL 11 11.750 SDL 11 23.500 SDL 11 0.000 SDW 11 11.750 SDW 11 23.500 SDW 11 0.000 UPLIFT 11 11.750 UPLIFT 11 23.500 UPLIFT 12 0.000 DEAD 12 23.500 DEAD 12 47.000 DEAD 12 0.000 LIVE 12 23.500 LIVE 12 47.000 LIVE 12 0.000 SDL 12 23.500 SDL 12 47.000 SDL 12 0.000 SDW 12 23.500 SDW 12 47.000 SDW 12 0.000 UPLIFT Combination Combination LinStatic LinStatic LinStatic LinStatic LinStatic LinStatic LinStatic LinStatic LinStatic LinStatic Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination Combination LinStatic LinStatic LinStatic LinStatic LinStatic LinStatic Combination Combination Combination Combination Combination Combination Combination Combination Combination LinStatic LinStatic LinStatic LinStatic LinStatic LinStatic Combination Combination Combination Combination Combination Combination Combination P s tc�p .::. i - tct rcr , x ire 0.069 0.000 0.000 0.000 0.069 0.000 0.000 0.000 -0.054 0.000 0.000 0.000 -0.018 0.000 0.000 0.000 0.018 0.000 0.000 0.000 0.054 0.000 0.000 0.000 0.090 0.000 0.000 0.000 0.011 0.000 0.000 0.000 0.011 0.000 0.000 0.000 0.011 0.000 0.000 0.000 0.011 0.000 0.000 0.000 0.011 0.000 0.000 0.000 -0.043 0.000 0.000 0.000 - 6.689E -03 0.000 0.000 0.000 0.029 0.000 0.000 0.000 0.065 0.000 0.000 0.000 0.101 0.000 0.000 0.000 -0.046 0.000 0.000 0.000 -0.010 0.000 0.000 0.000 0.026 0.000 0.000 0.000 0.061 0.000 0.000 0.000 0.097 0.000 .0.000 0.000 -0.018 0.000 0.000 0.000 -0.018 0.000 0.000 0.000 -0.018 0.000 0.000 0.000 -0.018 0.000 0.000 0.000 -0.018 0.000 0.000 0.000 -0.052 0.000 0.000 0.000 -0.052 0.000 0.000 0.000 -0.052 0.000 0.000 0.000 -0.029 0.000 0.000 0.000 -0.029 0.000 0.000 0.000 -0.029 0.000 0.000 0.000 -0.081 0.000 0.000 0.000 -0.081 0.000 0.000 0.000 -0.081 0.000 0.000 0.000 -0.071 0.000 0.000 0.000 -0.071 0.000 0.000 0.000 -0.071 0.000 0.000 0.000 0.048 0.000 0.000 0.000 0.048 0.000 0.000 0.000 0.048 0.000 0.000 0.000 1.358E -03 0.000 0.000 0.000 1.358E -03 0.000 0.000 0.000 1.358E -03 0.000 0.000 0.000 9.319E -04 0.000 0.000 0.000 9.319E -04 0.000 0.000 0.000 9.319E -04 0.000 0.000 0.000 2.290E -03 0.000 0.000 0.000 2.290E -03 0.000 0.000 0.000 2.290E -03 0.000 0.000 0.000 1.979E -03 0.000 0.000 0.000 1.979E -03 0.000 0.000 0.000 1.979E -03 0.000 0.000 0.000 - 1.553E -03 0.000 0.000 0.000 0.661 0.661 -0.036 -0.036 -0.036 -0.036 -0.036 0.028 0.028 0.028 0.028 0.028 - 7.715E -03 - 7.715E -03 - 7.715E -03 - 7.715E -03 - 7.715E -03 -0.017 -0.017 -0.017 -0.017 -0.017 -0.047 -0.047 -0.047 -0.047 -0.047 0.129 0.130 0.132 -0.010 -0.010 -0.010 0.119 0.120 0.122 0.122 0.124 0.125 0.017 0.017 0.017 0.163 0.166 0.168 0.098 0.098 0.098 0.261 0.263 0.266 0.228 0.231 0.234 -0.163 Page 5 of 26 SAP2000 v9.0.1 12/28/10 11:33:09 12 12 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 16 16 16 16 16 16 16 16 23.500 47.000 0.000 35.250 70.500 0.000 35.250 70.500 0.000 35.250 70.500 0.000 35.250 70.500 0.000 35.250 70.500 0.000 35.250 70.500 0.000 35.250 70.500 0.000 35.250 70.500 0.000 35.250 70.500 0.000 35.250 70.500 0.000 23.500 47.000 0.000 23.500 47.000 0.000 23.500 47.000 0.000 23.500 47.000 0.000 23.500 47.000 0.000 11.750 23.500 0.000 11.750 23.500 0.000 11.750 UPLIFT UPLIFT DEAD DEAD DEAD LIVE LIVE LIVE SDL SDL SDL SDW SDW SDW UPLIFT UPLIFT UPLIFT DEAD DEAD DEAD LIVE LIVE LIVE SDL SDL SDL SDW SDW SDW UPLIFT UPLIFT UPLIFT DEAD DEAD DEAD LIVE LIVE LIVE SDL SDL SDL SDW SDW SDW UPLIFT UPLIFT UPLIFT DEAD DEAD DEAD LIVE LIVE LIVE SDL SDL Combination Combination LinStatic LinStatic LinStatic LinStatic LinStatic LinStatic Combination Combination Combination Combination Combination Combination Combination Combination Combination LinStatic LinStatic LinStatic LinStatic LinStatic LinStatic Combination Combination Combination Combination Combination Combination Combination Combination Combination LinStatic LinStatic LinStatic LinStatic LinStatic LinStatic Combination Combination Combination Combination Combination Combination Combination Combination Combination LinStatic LinStatic LinStatic LinStatic LinStatic LinStatic Combination Combination -0.163 -0.163 0.065 0.069 0.073 0.042 0.042 0.042 0.106 0.110 0.114 0.092 0.097 0.101 -0.069 -0.069 -0.069 0.094 0.098 0.102 0.063 0.063 0.063 0.158 0.162 0.166 0.137 0.141 0.145 -0.106 -0.106 -0.106 0.097 0.100 0.103 0.046 0.046 0.046 0.143 0.146 0.148 0.128 0.130 0.133 -0.076 -0.076 -0.076 -0.171 -0.170 -0.168 -0.271 -0.271 -0.271 -0.442 -0.440 - 1.553E -03 - 1.553E -03 5.461 E -05 5.461 E -05 5.461 E -05 4.574E -05 4.574E -05 4.574E -05 1.003E -04 1.003E -04 1.003E -04 8.510E -05 8.510E -05 8.510E -05 - 7.623E -05 - 7.623E -05 - 7.623E -05 - 1.338E -04 - 1.338E -04 - 1.338E -04 - 1.007E -04 - 1.007E -04 - 1.007E -04 - 2.344E -04 - 2.344E -04 - 2.344E -04 - 2.009E -04 - 2.009E -04 - 2.009E -04 1.678E -04 1.678E -04 1.678E -04 - 2.439E -03 - 2.439E -03 - 2.439E -03 - 1.690E -03 - 1.690E -03 - 1.690E -03 - 4.128E -03 - 14.128E -03 - 4.128E -03 - 3.565E -03 - 3.565E -03 - 3.565E -03 2.816E -03 2.816E -03 2.816E -03 -0.099 -0.099 -0.099 -0.078 -0.078 -0.078 -0.177 -0.177 Page 6 of 26 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 SAP2000 v9.0.1 12/28/10 11:33:09 23.500 0.000 11.750 23.500 0.000 11.750 23.500 0.000 45.305 90.609 0.000 45.305 90.609 0.000 45.305 90.609 0.000 45.305 90.609 0.000 45.305 90.609 0.000 45.307 90.614 0.000 45.307 90.614 0.000 45.307 90.614 0.000 45.307 90.614 0.000 45.307 90.614 0.000 52.570 105.139 0.000 52.570 105.139 0.000 52.570 105.139 0.000 52.570 105.139 0.000 52.570 105.139 0.000 45.533 91.066 SDL SDW SDW SDW UPLIFT UPLIFT UPLIFT DEAD DEAD DEAD LIVE LIVE LIVE SDL SDL SDL SDW SDW SDW UPLIFT UPLIFT UPLIFT DEAD DEAD DEAD LIVE LIVE LIVE SDL SDL SDL SDW SDW SDW UPLIFT UPLIFT UPLIFT DEAD DEAD DEAD LIVE LIVE LIVE SDL SDL SDL SDW SDW SDW UPLIFT UPLIFT UPLIFT DEAD DEAD DEAD Combination Combination Combination Combination Combination Combination Combination LinStatic LinStatic LinStatic LinStatic LinStatic LinStatic Combination Combination Combination Combination Combination Combination Combination Combination Combination LinStatic LinStatic LinStatic LinStatic LinStatic LinStatic Combination Combination Combination Combination Combination Combination Combination Combination Combination LinStatic LinStatic LinStatic LinStatic LinStatic LinStatic Combination Combination Combination Combination Combination Combination Combination Combination Combination LinStatic LinStatic LinStatic -0.439 -0.352 -0.350 -0.349 0.451 0.451 0.451 0.105 0.100 0.095 0.057 0.057 0.057 0.162 0.156 0.151 0.143 0.138 0.132 -0.095 -0.095 -0.095 0.089 0.094 0.099 0.053 0.053 0.053 0.141 0.146 0.152 0.124 0.129 0.134 -0.088 -0.088 -0.088 -0.153 -0.149 -0.145 -0.107 - 0.107 -0.107 -0.260 -0.256 -0.252 -0.225 -0.220 - 0.216 0.179 0.179 0.179 -0.249 -0.247 -0.244 -0.177 -0.151 -0.151 -0.151 0.130 0.130 0.130 - 1.133E -03 - 2.098E -04 7.134E -04 - 1.430E -04 - 1.430E -04 - 1.430E-04 - 1.276E -03 - 3.528E -04 5.705E -04 - 1.228E -03 -3.051 E -04 6.181E-04 2.383E -04 2.383E -04 2.383E -04 - 7.420E -04 1.786E -04 1.099E -03 1.208E -04 1.208E -04 1.208E-04 - 6.212E -04 2.995E -04 1.220E -03 - 6.615E-04 2.592E -04 1.180E -03 - 2.014E -04 - 2.014E -04 - 2.014E -04 - 3.950E -03 5.643E -04 5.078E -03 3.895E -04 3.895E -04 3.895E -04 - 3.560E -03 9.537E -04 5.468E -03 - 3.690E -03 8.239E -04 5.338E -03 -6.491 E -04 -6.491 E -04 -6.491 E -04 - 4.144E -03 3.703E-04 4.884E -03 Page 7 of 26 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0:000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 SAP2000 v9.0.1 12/28/10 11:33:09 23 0.000 LIVE LinStatic -0.176 2.413E -04 0.000 0.000 23 45.533 LIVE LinStatic -0.176 2.413E -04 0.000 0.000 23 91.066 LIVE LinStatic -0.176 2.413E -04 0.000 0.000 23 0.000 SDL Combination -0.425 - 3.902E -03 0.000 0.000 23 45.533 SDL Combination -0.422 6.117E -04 0.000 0.000 23 91.066 SDL Combination -0.420 5.126E -03 0.000 0.000 23 0.000 SDW Combination -0.366 - 3.983E -03 0.000 0.000 23 45.533 SDW Combination -0.364 5.312E -04 0.000 0.000 23 91.066 SDW Combination -0.361 5.045E -03 0.000 0.000 23 0.000 UPLIFT Combination 0.293 - 4.022E -04 0.000 0.000 23 45.533 UPLIFT Combination 0.293 - 4.022E -04 0.000 0.000 23 91.066 UPLIFT Combination 0.293 - 4.022E -04 0.000 0.000 24 0.000 DEAD LinStatic - 0.836 - 4.585E -03 0.000 0.000 24 40.732 DEAD LinStatic -0.834 - 7.158E -05 0.000 0.000 24 81.463 DEAD LinStatic -0.833 4.442E -03 0.000 0.000 24 0.000 LIVE LinStatic - 0.667 - 4.025E -04 0.000 0.000 24 40.732 LIVE LinStatic - 0.667 - 4.025E -04 0.000 0.000 24 81.463 LIVE LinStatic - 0.667 - 4.025E -04 0.000 0.000 24 0.000 SDL Combination -1.503 14.988E -03 0.000 0.000 24 40.732 SDL Combination -1.502 - 4.740E -04 0.000 0.000 24 81.463 SDL Combination -1.500 4.040E -03 0.000 0.000 24 0.000 SDW Combination -1.281 - 4.854E -03 0.000 0.000 24 40.732 SDW Combination -1.279 - 3.399E -04 0.000 0.000 24 81.463 SDW Combination -1.278 4.174E -03 0.000 0.000 24 0.000 UPLIFT Combination 1.112 6.708E -04 0.000 0.000 24 40.732 UPLIFT Combination 1.112 6.708E -04 0.000 0.000 24 81.463 UPLIFT Combination 1.112 6.708E -04 0.000 0.000 25 0.000 DEAD LinStatic 0.453 6.499E -03 0.000 0.000 25 45.533 DEAD LinStatic 0.456 0.011 0.000 0.000 25 91.066 DEAD LinStatic 0.459 0.016 0.000 0.000 25 0.000 LIVE LinStatic 0.410 7.883E -03 0.000 0.000 25 45.533 LIVE LinStatic 0.410 7.883E -03 0.000 0.000 25 91.066 LIVE LinStatic 0.410 7.883E -03 0.000 0.000 25 0.000 SDL Combination 0.863 0.014 0.000 0.000 25 45.533 SDL Combination 0.866 0.019 0.000 0.000 25 91.066 SDL Combination 0.869 0.023 0.000 0.000 25 0.000 SDW Combination 0.727 0.012 0.000 0.000 25 45.533 SDW Combination 0.729 0.016 0.000 0.000 25 91.066 SDW Combination 0.732 0.021 0.000 0.000 25 0.000 UPLIFT Combination -0.683 -0.013 0.000 0.000 25 45.533 UPLIFT Combination -0.683 -0.013 0.000 0.000 25 91.066 UPLIFT Combination -0.683 -0.013 0.000 0.000 26 0.000 DEAD LinStatic -0.227 - 3.664E -03 0.000 0.000 26 52.570 DEAD LinStatic -0.222 8.494E -04 0.000 0.000 26 105.139 DEAD LinStatic -0.218 5.363E -03 0.000 0.000 26 0.000 LIVE LinStatic -0.152 5.915E -04 0.000 0.000 26 52.570 LIVE LinStatic -0.152 5.915E -04 0.000 0.000 26 105.139 LIVE LinStatic -0.152 5.915E -04 0.000 0.000 26 0.000 SDL Combination -0.379 - 3.073E -03 0.000 0.000 26 52.570 SDL Combination -0.375 1.441E-03 0.000 0.000 26 105.139 SDL Combination -0.371 5.955E -03 0.000 0.000 26 0.000 SDW Combination -0.328 - 3.270E -03 0.000 0.000 26 52.570 SDW Combination -0.324 1.244E -03 0.000 0.000 26 105.139 SDW Combination -0.320 5.758E -03 0.000 0.000 26 0.000 UPLIFT Combination 0.254 - 9.859E -04 0.000 0.000 Page 8 of 26 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 SAP2000 v9.0.1 12/28/10 11:33:09 52.570 105.139 0.000 54.344 108.689 0.000 54.344 108.689 0.000 54.344 108.689 0.000 54.344 108.689 0.000 54.344 108.689 0.000 40.732 81.463 0.000 40.732 81.463 0.000 40.732 81.463 0.000 40.732 81.463 0.000 40.732 81.463 0.000 40.732 81.463 0.000 40.732 81.463 0.000 40.732 81.463 0.000 40.732 81.463 0.000 40.732 81.463 0.000 40.732 81.463 0.000 40.732 81.463 0.000 40.732 UPLIFT UPLIFT DEAD DEAD DEAD LIVE LIVE LIVE SDL SDL SDL SDW SDW SDW UPLIFT UPLIFT UPLIFT DEAD DEAD DEAD LIVE LIVE LIVE SDL SDL SDL SDW SDW SDW UPLIFT UPLIFT UPLIFT DEAD DEAD DEAD LIVE LIVE LIVE SDL SDL SDL SDW SDW SDW UPLIFT UPLIFT UPLIFT DEAD DEAD DEAD LIVE LIVE LIVE SDL SDL Combination Combination LinStatic LinStatic LinStatic LinStatic LinStatic LinStatic Combination Combination Combination Combination Combination Combination Combination Combination Combination LinStatic LinStatic LinStatic LinStatic LinStatic LinStatic Combination Combination Combination Combination Combination Combination Combination Combination Combination LinStatic LinStatic LinStatic LinStatic LinStatic LinStatic Combination Combination Combination Combination Combination Combination Combination Combination Combination LinStatic LinStatic LinStatic LinStatic LinStatic LinStatic Combination Combination 0.254 0.254 -0.063 -0.058 -0.053 -0.043 -0.043 -0.043 -0.106 -0.101 -0.096 -0.092 -0.087 -0.082 0.072 0.072 0.072 -7.130 -7.078 -7.027 -4.984 -4.925 -4.866 - 12.114 - 12.003 - 11.893 - 10.453 - 10.362 - 10.271 8.306 8.208 8.111 -6.341 -6.290 -6.238 -4.341 -4.282 -4.223 - 10.682 - 10.572 - 10.461 -9.235 -9.144 -9.054 7.234 7.137 7.039 -2.051 -1.999 -1.948 -1.390 -1.331 -1.272 -3.441 -3.330 - 9.859E -04 - 9.859E -04 - 3.521E -03 7.206E -05 3.665E -03 2.726E -05 2.726E -05 2.726E -05 - 3.494E -03 9.932E -05 3.693E -03 - 3.503E -03 9.023E -05 3.683E -03 -4.544E -05 - 4.544E -05 - 4.544E -05 -0.176 - 4.484E -03 0.167 -0.196 - 8.008E -04 0.194 -0.372 - 5.285E -03 0.361 -0.307 - 5.018E -03 0.297 0.326 1.335E -03 -0.324 -0.148 0.023 0.195 -0.176 0.019 0.214 -0.324 0.042 0.409 -0.266 0.036 0.337 0.294 -0.031 -0.356 -0.170 1.724E -03 0.173 -0.194 1.127E -03 0.196 -0.364 2.851E -03 Page 9 of 26 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 SAP2000 v9.0.1 12/28/10 11:33:09 30 81.463 SDL Combination -3.220 0.369 0.000 0.000 0.000 30 0.000 SDW Combination -2.977 -0.299 0.000 0.000 0.000 30 40.732 SDW Combination -2.887 2.476E -03 0.000 0.000 0.000 30 81.463 SDW Combination -2.796 0.304 0.000 0.000 0.000 30 0.000 UPLIFT Combination 2.316 0.323 0.000 0.000 0.000 30 40.732 UPLIFT Combination 2.218 - 1.879E -03 0.000 0.000 0.000 30 81.463 UPLIFT Combination 2.120 -0.327 0.000 0.000 0.000 31 0.000 DEAD LinStatic -1.298 -0.132 0.000 0.000 0.000 31 32.401 DEAD LinStatic -1.257 4.701E -03 0.000 0.000 0.000 31 64.801 DEAD LinStatic -1.216 0.141 0.000 0.000 0.000 31 0.000 LIVE LinStatic -0.860 -0.152 0.000 0.000 0.000 31 32.401 LIVE LinStatic -0.813 2.829E -03 0.000 0.000 0.000 31 64.801 LIVE LinStatic -0.766 0.158 0.000 0.000 0.000 31 0.000 SDL Combination -2.158 -0.284 0.000 0.000 0.000 31 32.401 SDL Combination -2.070 7.529E -03 0.000 0.000 0.000 31 64.801 SDL Combination -1.982 0.299 0.000 0.000 0.000 31 0.000 SDW Combination -1.871 -0.233 0.000 0.000 0.000 31 32.401 SDW Combination -1.799 6.586E -03 0.000 0.000 0.000 31 64.801 SDW Combination -1.727 0.246 0.000 0.000 0.000 31 0.000 UPLIFT Combination 1.433 0.254 0.000 0.000 0.000 31 32.401 UPLIFT Combination 1.355 - 4.715E -03 0.000 0.000 0.000 31 64.801 UPLIFT Combination 1.277 -0.263 0.000 0.000 0.000 32 0.000 DEAD LinStatic -0.728 0.035 0.000 0.000 0.000 32 8.331 DEAD LinStatic -0.718 0.070 0.000 0.000 0.000 32 16.662 DEAD LinStatic -0.707 0.105 0.000 0.000 0.000 32 0.000 LIVE LinStatic -0.487 5.540E -03 0.000 0.000 0.000 32 8.331 LIVE LinStatic -0.475 0.045 0.000 0.000 0.000 32 16.662 LIVE LinStatic -0.463 0.085 0.000 0.000 0.000 32 0.000 SDL Combination -1.215 0.041 0.000 0.000 0.000 32 8.331 SDL Combination -1.193 0.116 0.000 0.000 0.000 32 16.662 SDL Combination -1.170 0.191 0.000 0.000 0.000 32 0.000 SDW Combination -1.053 0.039 0.000 0.000 0.000 32 8.331 SDW Combination -1.034 0.100 0.000 0.000 0.000 32 16.662 SDW Combination -1.016 0.162 0.000 0.000 0.000 32 0.000 UPLIFT Combination 0.811 - 9.233E -03 0.000 0.000 0.000 32 8.331 UPLIFT Combination 0.791 -0.076 0.000 0.000 0.000 32 16.662 UPLIFT Combination 0.771 -0.142 0.000 0.000 0.000 33 0.000 DEAD LinStatic -0.676 -0.076 0.000 0.000 0.000 33 8.308 DEAD LinStatic -0.687 -0.041 0.000 0.000 0.000 33 16.615 DEAD LinStatic -0.698 - 6.399E -03 0.000 0.000 0.000 33 0.000 LIVE LinStatic -0.440 -0.065 0.000 0.000 0.000 33 8.308 LIVE LinStatic -0.452 -0.025 0.000 0.000 0.000 33 16.615 LIVE LinStatic -0.464 0.015 0.000 0.000 0.000 33 0.000 SDL Combination -1.117 -0.141 0.000 0.000 0.000 33 8.308 SDL Combination -1.139 -0.066 0.000 0.000 0.000 33 16.615 SDL Combination -1.162 8.610E -03 0.000 0.000 0.000 33 0.000 SDW Combination -0.970 -0.119 0.000 0.000 0.000 33 8.308 SDW Combination -0.989 -0.058 0.000 0.000 0.000 33 16.615 SDW Combination -1.007 3.607E -03 0.000 0.000 0.000 33 0.000 UPLIFT Combination 0.734 0.108 0.000 0.000 0.000 33 8.308 UPLIFT Combination 0.754 0.041 0.000 0.000 0.000 33 16.615 UPLIFT Combination 0.774 -0.025 0.000 0.000 0.000 34 0.000 DEAD LinStatic -1.242 -0.142 0.000 0.000 0.000 34 32.424 DEAD LinStatic -1.283 - 5.659E -03 0.000 0.000 0.000 34 64.848 DEAD LinStatic -1.324 0.131 0.000 0.000 0.000 Page 10 of 26 SAP2000 v9.0.1 12/28/10 11:33:09 34 0.000 LIVE LinStatic -0.785 -0.159 0.000 0.000 0.000 34 32.424 LIVE LinStatic -0.832 - 3.571E -03 0.000 0.000 0.000 34 64.848 LIVE LinStatic -0.878 0.152 0.000 0.000 0.000 34 0.000 SDL Combination -2.027 -0.301 0.000 0.000 0.000 34 32.424 SDL Combination -2.115 - 9.230E -03 0.000 0.000 0.000 34 64.848 SDL Combination -2.203 0.283 0.000 0.000 0.000 34 0.000 SDW Combination -1.765 -0.248 0.000 0.000 0.000 34 32.424 SDW Combination -1.838 - 8.040E -03 0.000 0.000 0.000 34 64.848 SDW Combination -1.910 0.232 0.000 0.000 0.000 34 0.000 UPLIFT Combination 1.308 0.265 0.000 0.000 0.000 34 32.424 UPLIFT Combination 1.386 5.952E -03 0.000 0.000 0.000 34 64.848 UPLIFT Combination 1.464 -0.253 0.000 0.000 0.000 35 0.000 DEAD LinStatic -1.936 -0.173 0.000 0.000 0.000 35 40.732 DEAD LinStatic -1.988 - 9.964E -04 0.000 0.000 0.000 35 81.463 DEAD LinStatic -2.040 0.171 0.000 0.000 0.000 35 0.000 LIVE LinStatic -1.263 -0.196 0.000 0.000 0.000 35 40.732 LIVE LinStatic -1.321 - 6.736E -04 0.000 0.000 0.000 35 81.463 LIVE LinStatic -1.380 0.194 0.000 0.000 0.000 35 0.000 SDL Combination -3.199 -0.368 0.000 0.000 0.000 35 40.732 SDL Combination -3.309 - 1.670E -03 0.000 0.000 0.000 35 81.463 SDL Combination -3.420 0.365 0.000 0.000 0.000 35 0.000 SDW Combination -2.778 -0.303 0.000 0.000 0.000 35 40.732 SDW Combination -2.869 - 1.445E -03 0.000 0.000 0.000 35 81.463 SDW Combination -2.960 0.300 0.000 0.000 0.000 35 0.000 UPLIFT Combination 2.104 0.326 0.000 0.000 0.000 35 40.732 UPLIFT Combination 2.202 1.123E -03 0.000 0.000 0.000 35 81.463 UPLIFT Combination 2.300 -0.324 0.000 0.000 0.000 36 0.000 DEAD LinStatic -6.760 -0.293 0.000 0.000 0.000 36 40.732 DEAD LinStatic -6.812 -0.122 0.000 0.000 0.000 36 81.463 DEAD LinStatic -6.864 0.050 0.000 0.000 0.000 36 0.000 LIVE LinStatic -4.667 -0.284 0.000 0.000 0.000 36 40.732 LIVE LinStatic -4.725 -0.089 0.000 0.000 0.000 36 81.463 LIVE LinStatic -4.784 0.106 0.000 0.000 0.000 36 0.000 SDL Combination - 11.427 -0.577 0.000 0.000 0.000 36 40.732 SDL Combination - 11.537 -0.211 0.000 0.000 0.000 36 81.463 SDL Combination - 11.648 0.156 0.000 0.000 0.000 36 0.000 SDW Combination -9.871 -0.483 0.000 0.000 0.000 36 40.732 SDW Combination -9.962 -0.181 0.000 0.000 0.000 36 81.463 SDW Combination - 10.053 0.120 0.000 0.000 0.000 36 0.000 UPLIFT Combination 7.778 0.473 0.000 0.000 0.000 36 40.732 UPLIFT Combination 7.876 0.148 0.000 0.000 0.000 36 81.463 UPLIFT Combination 7.973 -0.177 0.000 0.000 0.000 37 0.000 DEAD LinStatic -6.910 -0.140 0.000 0.000 0.000 37 40.732 DEAD LinStatic -6.961 0.031 0.000 0.000 0.000 37 81.463 DEAD LinStatic -7.013 0.203 0.000 0.000 0.000 37 0.000 LIVE LinStatic -4.780 -0.176 0.000 0.000 0.000 37 40.732 LIVE LinStatic -4.839 0.019 0.000 0.000 0.000 37 81.463 LIVE LinStatic -4.898 0.214 0.000 0.000 0.000 37 0.000 SDL Combination - 11.690 -0.316 0.000 0.000 0.000 37 40.732 SDL Combination - 11.801 0.051 0.000 0.000 0.000 37 81.463 SDL Combination - 11.911 0.417 0.000 0.000 0.000 37 0.000 SDW Combination - 10.097 -0.257 0.000 0.000 0.000 37 40.732 SDW Combination - 10.188 0.044 0.000 0.000 0.000 37 81.463 SDW Combination - 10.278 0.346 0.000 0.000 0.000 37 0.000 UPLIFT Combination 7.967 0.293 0.000 0.000 0.000 Page 11 of 26 SAP2000 v9.0.1 12/28/10 11:33:09 37 40.732 UPLIFT 37 81.463 UPLIFT Combination Combination 8.065 8.163 -0.032 -0.357 0.000 0.000 0.000 0.000 0.000 0.000 Table: Element Forces - Frames, Part 2 of 2 3 0.000 DEAD -0.140 3 19.500 DEAD 1.076 3 39.000 DEAD 1.592 3 58.500 DEAD 1.409 3 78.000 DEAD 0.525 3 0.000 LIVE 0.684 3 19.500 LIVE 0.764 3 39.000 LIVE 0.843 3 58.500 LIVE 0.923 3 78.000 LIVE 1.003 3 0.000 SDL 0.544 3 19.500 SDL 1.840 3 39.000 SDL 2.436 3 58.500 SDL 2.332 3 78.000 SDL 1.528 3 0.000 SDW 0.316 3 19.500 SDW 1.585 3 39.000 SDW 2.155 3 58.500 SDW 2.024 3 78.000 SDW 1.194 3 0.000 UPLIFT -1.140 3 19.500 UPLIFT -1.273 3 39.000 UPLIFT -1.406 3 58.500 UPLIFT -1.538 3 78.000 UPLIFT -1.671 4 0.000 DEAD -0.125 4 19.500 DEAD 0.808 4 39.000 DEAD 1.041 4 58.500 DEAD 0.574 4 78.000 DEAD -0.593 4 0.000 LIVE 0.629 4 19.500 LIVE 0.513 4 39.000 LIVE 0.397 4 58.500 LIVE 0.282 4 78.000 LIVE 0.166 4 0.000 SDL 0.504 4 19.500 SDL 1.321 4 39.000 SDL 1.438 4 58.500 SDL 0.856 4 78.000 SDL -0.427 4 0.000 SDW 0.294 4 19.500 SDW 1.150 4 39.000 SDW 1.306 4 58.500 SDW 0.762 4 78.000 SDW -0.482 4 0.000 UPLIFT -1.048 4 19.500 UPLIFT -0.855 Page 12 of 26 SAP2000 v9.0.1 12/28/10 11:33:09 4 39.000 UPLIFT -0.662 4 58.500 UPLIFT -0.470 4 78.000 UPLIFT -0.277 5 0.000 DEAD -0.801 5 19.500 DEAD 0.223 5 39.000 DEAD 0.547 5 58.500 DEAD 0.171 5 78.000 DEAD -0.904 5 0.000 LIVE 0.088 5 19.500 LIVE 0.070 5 39.000 LIVE 0.052 5 58.500 LIVE 0.034 5 78.000 LIVE 0.016 5 0.000 SDL -0.713 5 19.500 SDL 0.293 5 39.000 SDL 0.599 5 58.500 SDL 0.206 5 78.000 SDL -0.888 5 0.000 SDW -0.742 5 19.500 SDW 0.270 5 39.000 SDW 0.582 5 58.500 SDW 0.194 5 78.000 SDW -0.893 5 0.000 UPLIFT -0.147 5 19.500 UPLIFT -0.117 5 39.000 UPLIFT -0.087 5 58.500 UPLIFT -0.057 5 78.000 UPLIFT -0.027 6 0.000 DEAD -0.868 6 19.500 DEAD 0.176 6 39.000 DEAD 0.520 6 58.500 DEAD 0.165 6 78.000 DEAD -0.891 6 0.000 LIVE 0.042 6 19.500 LIVE 0.038 6 39.000 LIVE 0.034 6 58.500 LIVE 0.031 6 78.000 LIVE 0.027 6 0.000 SDL -0.826 6 19.500 SDL 0.214 6 39.000 SDL 0.554 6 58.500 SDL 0.195 6 78.000 SDL -0.864 6 0.000 SDW -0.840 6 19.500 SDW 0.201 6 39.000 SDW 0.543 6 58.500 SDW 0.185 6 78.000 SDW -0.873 6 0.000 UPLIFT -0.070 6 19.500 UPLIFT -0.064 6 39.000 UPLIFT -0.057 6 58.500 UPLIFT -0.051 6 78.000 UPLIFT -0.045 7 0.000 DEAD -0.933 7 19.500 DEAD 0.123 Page 13 of 26 SAP2000 v9.0.1 12/28/10 11:33:09 7 39.000 DEAD 0.479 7 58.500 DEAD 0.136 7 78.000 DEAD -0.908 7 0.000 LIVE - 3.093E -03 7 19.500 LIVE 9.313E -04 7 39.000 LIVE 4.955E -03 7 58.500 LIVE 8.980E -03 7 78.000 LIVE 0.013 7 0.000 SDL -0.936 7 19.500 SDL 0.124 7 39.000 SDL 0.484 7 58.500 SDL 0.145 7 78.000 SDL -0.895 7 0.000 SDW -0.935 7 19.500 SDW 0.124 7 39.000 SDW 0.483 7 58.500 SDW 0.142 7 78.000 SDW -0.899 7 0.000 UPLIFT 5.155E -03 7 19.500 UPLIFT - 1.552E -03 7 39.000 UPLIFT - 8.259E -03 7 58.500 UPLIFT -0.015 7 78.000 UPLIFT -0.022 8 0.000 DEAD -0.861 8 19.500 DEAD 0.215 8 39.000 DEAD 0.592 8 58.500 DEAD 0.268 8 78.000 DEAD -0.755 8 0.000 LIVE 0.049 8 19.500 LIVE 0.067 8 39.000 LIVE 0.084 8 58.500 LIVE 0.102 8 78.000 LIVE 0.120 8 0.000 SDL -0.813 8 19.500 SDL 0.282 8 39.000 SDL 0.676 8 58.500 SDL 0.371 8 78.000 SDL -0.635 8 0.000 SDW -0.829 8 19.500 SDW 0.259 8 39.000 SDW 0.648 8 58.500 SDW 0.336 8 78.000 SDW -0.675 8 0.000 UPLIFT -0.081 8 19.500 UPLIFT -0.111 8 39.000 UPLIFT -0.141 8 58.500 UPLIFT -0.170 8 78.000 UPLIFT -0.200 9 0.000 DEAD -2.607 9 19.500 DEAD -0.446 9 39.000 DEAD 1.015 9 58.500 DEAD 1.776 9 78.000 DEAD 1.837 9 0.000 LIVE -1.240 9 19.500 LIVE -0.434 Page 14 of 26 SAP2000 .v9.0.1 12/28/10 11:33:09 ;E.�, . Tact .: 9 39.000 LIVE 0.372 9 58.500 LIVE 1.178 9 78.000 LIVE 1.984 9 0.000 SDL -3.847 9 19.500 SDL -0.880 9 39.000 SDL 1.387 9 58.500 SDL 2.954 9 78.000 SDL 3.822 9 0.000 SDW -3.433 9 19.500 SDW -0.735 9 39.000 SDW 1.263 9 58.500 SDW 2.562 9 78.000 SDW 3.160 9 0.000 UPLIFT 2.066 9 19.500 UPLIFT 0.723 9 39.000 UPLIFT -0.621 9 58.500 UPLIFT -1.964 9 78.000 UPLIFT -3.307 10 0.000 DEAD 1.331 10 19.500 DEAD 2.028 10 39.000 DEAD 2.024 10 58.500 DEAD 1.321 10 78.000 DEAD -0.082 10 0.000 LIVE 1.582 10 19.500 LIVE 1.366 10 39.000 LIVE 1.150 10 58.500 LIVE 0.934 10 78.000 LIVE 0.718 10 0.000 SDL 2.914 10 19.500 SDL 3.394 10 39.000 SDL 3.175 10 58.500 SDL 2.255 10 78.000 SDL 0.636 10 0.000 SDW 2.386 10 19.500 SDW 2.938 10 39.000 SDW 2.791 10 58.500 SDW 1.944 10 78.000 SDW 0.397 10 0.000 UPLIFT -2.637 10 19.500 UPLIFT -2.277 10 39.000 UPLIFT -1.917 10 58.500 UPLIFT -1.557 10 78.000 UPLIFT -1.197 11 0.000 DEAD -0.650 11 11.750 DEAD -0.042 11 23.500 DEAD 0.567 11 0.000 LIVE -0.374 11 11.750 LIVE -0.036 11 23.500 LIVE 0.303 11 0.000 SDL -1.024 11 11.750 SDL -0.077 11 23.500 SDL 0.870 11 0.000 SDW -0.900 11 11.750 SDW -0.065 11 23.500 SDW 0.769 Page 15 of 26 SAP2000 v9.0.1 12/28/10 11:33:09 11 0.000 UPLIFT 0.624 11 11.750 UPLIFT 0.059 11 23.500 UPLIFT -0.505 12 0.000 DEAD 0.026 12 23.500 DEAD - 5.425E -03 12 47.000 DEAD -0.037 12 0.000 LIVE 0.018 12 23.500 LIVE - 3.765E -03 12 47.000 LIVE -0.026 12 0.000 SDL 0.045 12 23.500 SDL - 9.190E -03 12 47.000 SDL -0.063 12 0.000 SDW 0.039 12 23.500 SDW - 7.935E -03 12 47.000 SDW -0.054 12 0.000 UPLIFT -0.030 12 23.500 UPLIFT 6.275E -03 12 47.000 UPLIFT 0.043 13 0.000 DEAD - 6.663E -03 13 35.250 DEAD - 8.588E -03 13 70.500 DEAD -0.011 13 0.000 LIVE - 4.369E -03 13 35.250 LIVE -5.981E-03 13 70.500 LIVE - 7.593E -03 13 0.000 SDL -0.011 13 35.250 SDL -0.015 13 70.500 SDL -0.018 13 0.000 SDW - 9.575E -03 13 35.250 SDW -0.013 13 70.500 SDW -0.016 13 0.000 UPLIFT 7.281E-03 13 35.250 UPLIFT 9.968E -03 13 70.500 UPLIFT 0.013 14 0.000 DEAD -0.010 14 35.250 DEAD - 5.396E -03 14 70.500 DEAD - 6.796E -04 14 0.000 LIVE - 7.735E -03 14 35.250 LIVE - 4.186E -03 14 70.500 LIVE - 6.384E -04 14 0.000 SDL -0.018 14 35.250 SDL - 9.582E -03 14 70.500 SDL - 1.318E -03 14 0.000 SDW -0.015 14 35.250 SDW - 8.187E -03 14 70.500 SDW - 1.105E -03 14 0.000 UPLIFT 0.013 14 35.250 UPLIFT 6.977E -03 14 70.500 UPLIFT 1.064E -03 15 0.000 DEAD -0.025 15 23.500 DEAD 0.033 15 47.000 DEAD 0.090 15 0.000 LIVE -0.017 15 23.500 LIVE 0.023 15 47.000 LIVE 0.063 15 0.000 SDL -0.041 Page 16 of 26 SAP2000 v9.0.1 12/28/10 11:33:09 23.500 47.000 0.000 23.500 47.000 0.000 23.500 47.000 0.000 11.750 23.500 0.000 11.750 23.500 0.000 11.750 23.500 0.000 11.750 23.500 0.000 11.750 23.500 0.000 45.305 90.609 0.000 45.305 90.609 0.000 45.305 90.609 0.000 45.305 90.609 0.000 45.305 90.609 0.000 45.307 90.614 0.000 45.307 90.614 0.000 45.307 90.614 0.000 45.307 90.614 0.000 45.307 90.614 0.000 52.570 SDL SDL SDW SDW SDW UPLIFT UPLIFT UPLIFT DEAD DEAD DEAD LIVE LIVE LIVE SDL SDL SDL SDW SDW SDW UPLIFT UPLIFT UPLIFT DEAD DEAD DEAD LIVE LIVE LIVE SDL SDL SDL SDW SDW SDW UPLIFT UPLIFT UPLIFT DEAD DEAD DEAD LIVE LIVE LIVE SDL SDL SDL SDW SDW SDW UPLIFT UPLIFT UPLIFT DEAD DEAD M3 ?-rn _. 0.056 0.153 -0.036 0.048 0.132 0.028 -0.039 -0.105 -1.095 0.068 1.231 -0.867 0.047 0.960 -1.963 0.114 2.191 -1.673 0.099 1.871 1.446 -0.078 -1.601 -0.019 0.011 - 1.250E -04 - 3.487E -03 2.991 E -03 9.468E -03 -0.023 0.014 9.343E -03 -0.021 0.013 6.187E -03 5.811E -03 - 4.984E -03 -0.016 -0.011 2.116E -03 -0.027 1.920E -03 - 3.555E -03 - 9.029E -03 - 8.727E -03 - 1.439E -03 -0.036 - 9.367E -03 - 2.539E -04 -0.033 - 3.200E -03 5.924E -03 0.015 -0.043 0.046 Page 17 of 26 SAP2000 v9.0.1 12/28/10 11:33:09 22 105.139 DEAD -0.103 22 0.000 LIVE 0.024 22 52.570 LIVE 3.547E -03 22 105.139 LIVE -0.017 22 0.000 SDL -0.019 22 52.570 SDL 0.049 22 105.139 SDL -0.120 22 0.000 SDW -0.027 22 52.570 SDW 0.048 22 105.139 SDW -0.114 22 0.000 UPLIFT -0.040 22 52.570 UPLIFT -5.911E-03 22 105.139 UPLIFT 0.028 23 0.000 DEAD -0.034 23 45.533 DEAD 0.052 23 91.066 DEAD -0.068 23 0.000 LIVE 0.022 23 45.533 LIVE 0.011 23 91.066 LIVE 3.383E -04 23 0.000 SDL -0.012 23 45.533 SDL 0.063 23 91.066 SDL -0.067 23 0.000 SDW -0.019 23 45.533 SDW 0.059 23 91.066 SDW -0.068 23 0.000 UPLIFT -0.037 23 45.533 UPLIFT -0.019 23 91.066 UPLIFT - 5.638E -04 24 0.000 DEAD 0.087 24 40.732 DEAD 0.182 24 81.463 DEAD 0.093 24 0.000 LIVE 0.086 24 40.732 LIVE 0.102 24 81.463 LIVE 0.119 24 0.000 SDL 0.173 24 40.732 SDL 0.284 24 81.463 SDL 0.211 24 0.000 SDW 0.144 24 40.732 SDW 0.250 24 81.463 SDW 0.172 24 0.000 UPLIFT -0.144 24 40.732 UPLIFT -0.171 24 81.463 UPLIFT -0.198 25 0.000 DEAD 0.589 25 45.533 DEAD 0.190 25 91.066 DEAD -0.414 25 0.000 LIVE 0.465 25 45.533 LIVE 0.106 25 91.066 LIVE -0.252 25 0.000 SDL 1.054 25 45.533 SDL 0.297 25 91.066 SDL -0.666 25 0.000 SDW 0.899 25 45.533 SDW 0.261 25 91.066 SDW -0.582 Page 18 of 26 • SAP2000 v9.0.1 12/28/10 11:33:09 0.000 45.533 91.066 0.000 52.570 105.139 0.000 52.570 105.139 0.000 52.570 105.139 0.000 52.570 105.139 0.000 52.570 105.139 0.000 54.344 108.689 0.000 54.344 108.689 0.000 54.344 108.689 0.000 54.344 108.689 0.000 54.344 108.689 0.000 40.732 81.463 0.000 40.732 81.463 0.000 40.732 81.463 0.000 40.732 81.463 0.000 40.732 81.463 0.000 40.732 81.463 0.000 40.732 81.463 0.000 UPLIFT UPLIFT UPLIFT DEAD DEAD DEAD LIVE LIVE LIVE SDL SDL SDL SDW SDW SDW UPLIFT UPLIFT UPLIFT DEAD DEAD DEAD LIVE LIVE LIVE SDL SDL SDL SDW SDW SDW UPLIFT UPLIFT UPLIFT DEAD DEAD DEAD LIVE LIVE LIVE SDL SDL SDL SDW SDW SDW UPLIFT UPLIFT UPLIFT DEAD DEAD DEAD LIVE LIVE LIVE SDL -0.776 -0.177 0.421 -0.011 0.063 -0.100 0.047 0.016 -0.015 0.036 0.079 -0.115 0.021 0.074 -0.110 -0.078 -0.026 0.026 -0.054 0.039 -0.062 5.499E -03 4.017E -03 2.536E -03 -0.049 0.043 -0.060 -0.051 0.042 -0.061 - 9.165E -03 - 6.695E -03 - 4.226E -03 0.140 3.816 0.505 -0.684 3.320 -0.619 -0.544 7.136 -0.114 -0.316 6.029 0.093 1.140 -5.533 1.031 -0.154 2.397 -2.039 -1.041 2.161 -2.580 -1.195 Page 19 of 26 • SAP2000 v9.0.1 12/28/10 11:33:09 40.732 81.463 0.000 40.732 81.463 0.000 40.732 81.463 0.000 40.732 81.463 0.000. 40.732 81.463 0.000 40.732 81.463 0.000 40.732 81.463 0.000 40.732 81.463 0.000 32.401 6.4.801 0.000 32.401 64.801 0.000 32.401 64.801 0.000 32.401 64.801 0.000 32.401 64.801 0.000 8.331 16.662 0.000 8.331 16.662 0.000 8.331 16.662 0.000 8.331 16.662 0.000 8.331 16.662 0.000 8.308 SDL SDL SDW SDW SDW UPLIFT UPLIFT UPLIFT DEAD DEAD DEAD LIVE LIVE LIVE SDL SDL SDL SDW SDW SDW UPLIFT UPLIFT UPLIFT DEAD DEAD DEAD LIVE LIVE LIVE SDL SDL SDL SDW SDW SDW UPLIFT UPLIFT UPLIFT DEAD DEAD DEAD LIVE LIVE LIVE SDL SDL SDL SDW SDW SDW UPLIFT UPLIFT UPLIFT DEAD DEAD 4.558 -4.619 -0.848 3.837 -3.759 1.734 -3.602 4.300 -2.042 1.381 -2.182 -2.459 1.466 -2.551 -4.501 2.848 -4.733 -3.681 2.359 -3.883 4.098 -2.444 4.251 -1.291 0.767 -1.596 -1.571 0.850 -1.754 -2.862 1.617 -3.350 -2.339 1.334 -2.766 2.618 -1.417 2.924 0.579 0.140 -0.590 0.330 0.117 -0.427 0.909 0.258 -1.018 0.799 0.219 -0.875 -0.549 -0.195 0.712 -0.556 -0.066 Page 20 of 26 SAP2000 v9.0.1 • 12/28/10 11:33:09 33 16.615 DEAD 0.132 33 0.000 LIVE -0.403 33 8.308 LIVE -0.032 33 16.615 LIVE 8.914E -03 33 0.000 SDL -0.958 33 8.308 SDL -0.098 33 16.615 SDL 0.141 33 0.000 SDW -0.824 33 8.308 SDW -0.088 33 16.615 SDW 0.138 33 0.000 UPLIFT 0.671 33 8.308 UPLIFT 0.053 33 16.615 UPLIFT -0.015 34 0.000 DEAD -1.522 34 32.424 DEAD 0.875 34 64.848 DEAD -1.155 34 0.000 LIVE -1.703 34 32.424 LIVE 0.929 34 64.848 LIVE -1.472 34 0.000 SDL -3.225 34 32.424 SDL 1.804 34 64.848 SDL -2.626 34 0.000 SDW -2.657 34 32.424 SDW 1.495 34 64.848 SDW -2.136 34 0.000 UPLIFT 2.839 34 32.424 UPLIFT -1.549 34 64.848 UPLIFT 2.453 35 0.000 DEAD -2.274 35 40.732 DEAD 1.260 35 81.463 DEAD -2.192 35 0.000 LIVE -2.619 35 40.732 LIVE 1.379 35 81.463 LIVE -2.564 35 0.000 SDL -4.893 35 40.732 SDL 2.640 35 81.463 SDL -4.757 35 0.000 SDW -4.020 35 40.732 SDW 2.180 35 81.463 SDW -3.902 35 0.000 UPLIFT 4.366 35 40.732 UPLIFT -2.299 35 81.463 UPLIFT 4.274 36 0.000 DEAD -6.055 36 40.732 DEAD 2.403 36 81.463 DEAD 3.874 36 0.000 LIVE -5.425 36 40.732 LIVE 2.169 36 81.463 LIVE 1.820 36 0.000 SDL - 11.480 36 40.732 SDL 4.572 36 81.463 SDL 5.694 36 0.000 SDW -9.672 36 40.732 SDW 3.849 36 81.463 SDW 5.088 Page 21 of 26 • SAP2000 v9.0.1 12/28/10 11:33:09 • 36 0.000 UPLIFT 36 40.732 UPLIFT 36 81.463 UPLIFT 37 0.000 DEAD 37 40.732 DEAD 37 81.463 DEAD 37 0.000 LIVE 37 40.732 LIVE 37 81.463 LIVE 37 0.000 SDL 37 40.732 SDL 37, 81.463 SDL 37 0.000 SDW 37 40.732 SDW 37 81.463 SDW 37 0.000 UPLIFT 37 40.732 UPLIFT 37 81.463 UPLIFT 3 ti_! 9.042 -3.614 -3.033 2.644 4.856 0.082 0.860 4.042 -0.718 3.503 8.898 -0.636 3.217 7.551 -0.397 -1.433 -6.737 1.197 Table: Frame Section Assignments 3 Rectangular 4 Rectangular 5 Rectangular 6 Rectangular 7 Rectangular 8 Rectangular 9 Rectangular 10 Rectangular 11 Rectangular 12 Rectangular 13 Rectangular 14 Rectangular 15 Rectangular 16 Rectangular 20 Rectangular 21 Rectangular 22 Rectangular 23 Rectangular 24 Rectangular 25 Rectangular 26 Rectangular 27 Rectangular 28 Rectangular 29 Rectangular 30 Rectangular 31 Rectangular 32 Rectangular 33 Rectangular 34 Rectangular 35 Rectangular 36 Rectangular N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. Text 2X6 2X6 2X6 2X6 2X6 2X6 2X6 2X6 2X4 2X4 2X4 2X4 2X4 2X4 2X4 2X4 2X4 2X4 2X4 2X4 2X4 2X4 2X8 2X8 2X8 2X8 2X8 2X8 2X8 2X8 2X8 Page 22 of 26 N.A. N.A. N.A. NA N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default Default SAP2000 v9.0.1 12/28/10 11:33:09 37 Rectangular N.A. 2X8 N.A. Default Table: Frame Section Properties 01 - General, Part 1 of 5 2X4 2X6 2X8 Wood Wood Wood Rectangular Rectangular Rectangular 4.0000 6.0000 8.0000 2.0000 2.0000 2.0000 8.00 12.00 16.00 7.32 12.64 17.97 Table: Frame Section Properties 01 - General, Part 2 of 5 2X4 2X6 2X8 10.67 36.00 85.33 2.67 4.00 5.33 6.67 10.00 13.33 6.67 10.00 13.33 5.33 12.00 21.33 2.67 4.00 5.33 8.00 18.00 32.00 Table: Frame Section Properties 01 - General, Part 3 of 5 2X4 2X6 2X8 4.00 6.00 8.00 1.1547 1.7321 2.3094 0.5774 0.5774 0.5774 No No No No No No Yellow Gray8Dark Green 0.121 0.108 0.151 Table: Frame Section Properties 01 - General, Part 4 of 5 2X4 2X6 2X8 3.147E-04 2.817E -04 3.922E-04 No No No 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 Table: Frame Section Properties 01 - General, Part 5 of 5 2X4 2X6 2X8 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 Table: Joint Displacements 1 1 DEAD LIVE LinStatic LinStatic 0.000000 0.000000 0.000000 0.000000 0.002462 0.000000 0.000000 0.000000 0.000000 0.000000 0.001782 0.000000 Page 23 of 26 SAP2000 v9.0.1 12/28/10 11:33:09 • Text Te st= _ Text.: i . , 1 R; ian � E Radians 1 SDL Combination 0.000000 0.000000 0.000000 0.000000 0.004243 0.000000 1 SDW Combination 0.000000 0.000000 0.000000 0.000000 0.003650 0.000000 1 UPLIFT Combination 0.000000 0.000000 0.000000 0.000000 -0.002969 0.000000 2 DEAD LinStatic 0.000680 0.000000 - 0.184421 0.000000 - 0.000010 0.000000 2 LIVE LinStatic 0.000595 0.000000 - 0.126427 0.000000 - 7.689E -06 0.000000 2 SDL Combination 0.001275 0.000000 - 0.310848 0.000000 - 0.000018 0.000000 2 SDW Combination 0.001077 0.000000 - 0.268706 0.000000 - 0.000015 0.000000 2 UPLIFT Combination - 0.000992 0.000000 0.210712 0.000000 0.000013 0.000000 3 DEAD LinStatic 0.000000 0.000000 0.000000 0.000000 - 0.003060 0.000000 3 LIVE LinStatic 0.000000 0.000000 0.000000 0.000000 - 0.002199 0.000000 3 SDL Combination 0.000000 0.000000 0.000000 0.000000 - 0.005259 0.000000 3 SDW Combination 0.000000 0.000000 0.000000 0.000000 - 0.004526 0.000000 3 UPLIFT Combination 0.000000 0.000000 0.000000 0.000000 0.003665 0.000000 4 DEAD LinStatic 0.000341 0.000000 - 0.138520 0.000000 0.000937 0.000000 4 LIVE LinStatic 0.000470 0.000000 -0.097278 0.000000 0.000640 0.000000 4 SDL Combination 0.000811 0.000000 -0.235798 0.000000 0.001577 0.000000 4 SDW Combination 0.000654 0.000000 -0.203372 0.000000 0.001364 0.000000 4 UPLIFT Combination - 0.000783 0.000000 0.162129 0.000000 - 0.001066 0.000000 5 DEAD LinStatic 0.000892 0.000000 -0.177110 0.000000 0.000160 0.000000 5 LIVE LinStatic 0.001057 0.000000 -0.122032 0.000000 0.000101 0.000000 5 SDL Combination 0.001949 0.000000 -0.299142 0.000000 0.000261 0.000000 5 SDW Combination 0.001597 0.000000 - 0.258465 0.000000 0.000227 0.000000 5 UPLIFT Combination - 0.001761 0.000000 0.203386 0.000000 -0.000169 0.000000 6 DEAD LinStatic 0.001941 0.000000 - 0.184400 0.000000 0.000051 0.000000 6 LIVE LinStatic 0.001670 0.000000 - 0.126533 0.000000 0.000031 0.000000 6 SDL Combination 0.003611 0.000000 - 0.310933 0.000000 0.000081 0.000000 6 SDW Combination 0.003054 0.000000 - 0.268755 0.000000 0.000071 0.000000 6 UPLIFT Combination - 0.002783 0.000000 0.210888 0.000000 - 0.000051 0.000000 7 DEAD LinStatic 0.001529 0.000000 -0.185338 0.000000 - 0.000022 0.000000 7 LIVE LinStatic 0.001249 0.000000 - 0.126963 0.000000 - 0.000016 0.000000 7 SDL Combination 0.002777 0.000000 - 0.312302 0.000000 - 0.000038 0.000000 7 SDW Combination 0.002361 0.000000 - 0.269981 0.000000 - 0.000032 0.000000 7 UPLIFT Combination - 0.002081 0.000000 0.211606 0.000000 0.000027 0.000000 8 DEAD LinStatic 0.001122 0.000000 - 0.183193 0.000000 - 0.000039 0.000000 8 LIVE LinStatic 0.000829 0.000000 -0.125597 0.000000 - 0.000023 0.000000 8 SDL Combination 0.001951 0.000000 - 0.308790 0.000000 -0.000062 0.000000 8 SDW Combination 0.001675 0.000000 - 0266924 0.000000 -0.000054 0.000000 8 UPLIFT Combination - 0.001382 0.000000 0.209328 0.000000 0.000038 0.000000 9 DEAD LinStatic 0.002257 0.000000 -0.174500 0.000000 - 0.000208 0.000000 9 LIVE LinStatic 0.001498 0.000000 -0.120005 0.000000 - 0.000137 0.000000 9 SDL Combination 0.003754 0.000000 - 0.294505 0.000000 - 0.000345 0.000000 9 SDW Combination 0.003255 0.000000 -0.254503 0.000000 - 0.000300 0.000000 9 UPLIFT Combination -0.002496 0.000000 0.200009 0.000000 0.000228 0.000000 10 DEAD LinStatic 0.000145 0.000000 -0.169078 0.000000 - 0.000951 0.000000 10 LIVE LinStatic -0.000114 0.000000 -0.118513 0.000000 -0.000641 0.000000 10 SDL Combination 0.000031 0.000000 - 0.287591 0.000000 - 0.001592 0.000000 10 SDW Combination 0.000069 0.000000 - 0248087 0.000000 - 0.001378 0.000000 10 UPLIFT Combination 0.000190 0.000000 0.197521 0.000000 0.001069 0.000000 11 DEAD LinStatic 0.018137 0.000000 - 0.138281 0.000000 0.000880 0.000000 11 LIVE LinStatic 0.012945 0.000000 -0.097296 0.000000 0.000591 0.000000 11 SDL Combination 0.031082 0.000000 -0.235577 0.000000 0.001470 0.000000 11 SDW Combination 0.026767 0.000000 - 0203145 0.000000 0.001274 0.000000 11 UPLIFT Combination - 0.021576 0.000000 0.162160 0.000000 -0.000984 0.000000 12 DEAD LinStatic 0.008749 0.000000 - 0.176502 0.000000 0.000145 0.000000 12 LIVE LinStatic 0.006059 0.000000 - 0.121672 0.000000 0.000091 0.000000 Page 24 of 26 • SAP2000 v9.0.1 12/28/10 11:33:09 • 12 12 12 13 13 13 13 13 14 14 14 14 14 15 15 15 15 15 16 16 16 16 16 23 23 23 23 23 24 24 24 24 24 SDL SDW UPLIFT DEAD LIVE SDL SDW UPLIFT DEAD LIVE SDL SDW UPLIFT DEAD LIVE SDL SDW UPLIFT DEAD LIVE SDL SDW UPLIFT DEAD LIVE SDL SDW UPLIFT DEAD LIVE SDL SDW UPLIFT Combination Combination Combination LinStatic LinStatic Combination Combination Combination LinStatic LinStatic Combination Combination Combination LinStatic LinStatic Combination Combination Combination LinStatic LinStatic Combination Combination Combination LinStatic LinStatic Combination Combination Combination LinStatic LinStatic Combination Combination Combination 0.014807 0.012788 - 0.010098 0.004370 0.003031 0.007401 0.006390 - 0.005051 - 0.002648 -0.001556 -0.004204 - 0.003685 0.002593 -0.006688 -0.004318 - 0.011006 -0.009567 0.007196 - 0.027898 - 0.019773 - 0.047671 - 0.041080 0.032955 0.001243 0.000972 0.002215 0.001891 - 0.001619 0.000211 0.000293 0.000504 0.000406 -0.000488 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 - 0.298174 -0257617 0202787 - 0.184021 -0.126304 - 0.310325 - 0.268224 0.210506 -0.182652 - 0.125247 - 0.307899 - 0.266150 0208746 - 0.174133 - 0.119837 - 0293970 - 0254025 0.199728 - 0.169390 -0.119010 -0.288399 - 0.248729 0.198350 - 0.184672 - 0.126605 - 0.311277 - 0.269075 0.211008 - 0.184429 - 0.126415 - 0.310844 - 0268705 0.210691 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0,000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000236 0.000205 - 0.000152 0.000015 5.834E -06 0.000021 0.000019 - 9.723E -06 -0.000061 - 0.000040 -0.000101 - 0.000088 0.000067 -0.000119 - 0.000073 -0.000192 - 0.000167 0.000122 - 0.000858 - 0.000577 - 0.001435 - 0.001242 0.000962 1.181E-06 - 1.369E -07 1.044E -06 1.090E -06 2.282E -07 3.966E -06 2.858E -06 6.824E -06 5.871 E -06 - 4.764E -06 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 Table: Joint Reactions 1 1 1 1 1 3 3 3 3 3 DEAD LIVE SDL SDW UPLIFT DEAD LIVE SDL SDW UPLIFT LinStatic LinStatic Combination Combination Combination LinStatic LinStatic Combination Combination Combination 6.692 4.600 11292 9.759 -7.666 -6.692 -4.600 - 11.292 -9.759 7.666 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 2.306 1.629 3.935 3.392 -2.715 2.307 1.629 3.937 3.394 -2.715 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Page 25 of 26 • • SAP2000 v9.0.1 12/28/10 11:33:09 Table: Load Case Definitions DEAD LIVE WIND1 WIND2 DEAD LIVE WIND WIND 1.000000 0.000000 0.000000 None 0.000000 None Page 26 of 26 Marrero & Associates Architect & Planner Oswald Marrero Florida A.R. # 0015952, Florida A.A.# 0003311, I.D. # 5266 17507 NW 8 ST Pembroke Pines, FL 33029 Contact Person: Dayniel Del Llano Phone: 305- 775 -8190 PROPOSED INTERIOR RENOVATIONS FOR MIAMI SHORES CONGREGATION OF JEHOVAH'S WITNESSES LOCATED AT: 9100 NE 2 AVE MIAMI SHORES, FL DATE JULY 20, 2010 STRUCTURAL CALCULATIONS PAGE 0 OF 3 COVER PAGE PAGE I OF 3 F 5.0 FOOTING PAGF 2 OF 3 F 6.0 FOOTING PAGE 3 OF 3 COLUMN (8X36) PAGE 4 OF 4 COLUMN (12X24) Title : Dslifirt Scope : Job # Date: 10:58PM, 19 JUL 10 Description F 5.0 Square Footing Design General Information Code Ref: ACI 318-02,1997 UBC, 2003 IBC, 2003 NFPA 5000 Dead Load Live Load Short Term Load Seismic Zone Overburden Weight Ccncrete Weight LL & ST Act Separately Load Duration Factor Column Dimension 13.600 k 11.750 k 0.000 k 0 100.000 psf 145.00 pcf Footing Dimension Thickness # of Bars Bar Size Rebar Cover f'c Fy 1.330 8.00 to Movable San Bearing 5.000 It 16.00 in 6 5 3.250 3,000.0 psi 60,000.0 psi 2,000.00 psf Note: Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of then references to ACI 318-02 for concrete design. Factoring of end loads to uttfr atte loads vein this program Is according to ACI 318-02 C.2 Reinforcing RebarRegulrenuent Actual Rem °d' depth used 200/Fy As Req'd by Analysis Min. Reinf % to Req'd Summary 12.438 in 0.0033 0.0006 in2 0.0014 % As to USE per foot of Width Total As Req'd Min Allow % Reinf 0.346 tn2 1.728 in2 0.0014 5.00ft square x 16.0in thick Max. Static Soll Pressure Allow Static Soil Pressure Max. Short Term Soll Pressure Allow Shat Term San Pressure Mu : Actual Mn * Phi : Capacdy with 6- #5 bars 1,307.33 psf 2,000.00 psf 837.33 psf 2,660.00 psf 4.63 kft /ft 2021 k -ft / ft Vu : Actual One-Way Vr'Pht : Mow One -Way Vu : Actual Two -Way Vn*Phi : Allow Two -Way Alternate Reber Selections... 9 # 4's 6 # 5's 4 # 6's 3 # Ts 3 #8's 2 #9's 2 #10's Footing OK 14.93 psi 93.11 psi 42.85 psi 18623 psi Title: D Description : Scope: Job # Date: 10:59PM, 19 JUL 10 Rev 5 User. KW -0803208, Ver5.B.0,1 -Des-2003 (c)1983-2003 ENERCALC Engineering Software Description F 6.0 Square Footing Design General Information Code Ref: ACI 318-02,1997 UBC, 2003 IBC, 2003 NFPA 5000 Dead Load Live Load Short Term Load Seismic Zone Overburden Weight Concrete Weight LL & ST Act Separately Load Duration Factor Column Dimension 12.600 k 11.850 k 0.000 k 0 100.000 psf 145.00 pcf Footing Dimension Thickness # of Bars Bar Size Reber Cover I'c Fy 1330 8.00 in Allowable Soil Bearing 6.000 It 16.00 in 7 5 3.250 3,000.0 psi 60,000.0 psi 2,000.00 psf Note: Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318-02 for concrete design. Factoring of entered toads to ultimate loads wlhm this program is according to ACI 318-02 C.2 Reber Requirement Actual Reber °d° depth used 200/Fy As Req'd by Analysis Min. Reinf % to Req'd Summary 12.438 in 0.0033 0.0006 in2 0.0014 % As to USE per foot of Width Total As Req'd Min Allow % Reid 0.346 in2 2.074 in2 0.0014 6.00ft square x 16.0in thick with 7-#5 bars Max Static Sall Pressure Allow Static Soil Pressure Max Short Term Sol Pressure Allow Short Term Soil Pressure Mu : Actual Mn * Phi : Capacity 972.50 psf 2,000.00 psf 643.33 psf 2,660.00 psf 5.19 kft /ft 19.66 kft /ft Vu : Actual One -Way Vn•Phi : Allow One -Way Vu : Achral Two -Way Vn'Phi : Agri Two-Way Alternate Reber Selections... 11 #4's 7 #5's 4 #Ts 3 #8's Footing OK 15.95 psi 93.11 psi 47.54 psi 185.23 psi 5 # 6's 3 # 9's 2 # 10's Title : Ds Description : Scope: Job # Date: 11:20PM, 19 JUL 10 Rev: 5800Q3 User. KW -0802208. Ver5.8.0,1 -Dec- -2003 (c)1983-2003 ENERCALC Engineemig Software Rectangular Concrete Column Page 1 Description COLUMN 8X36 General Information Width 8.000 in Depth 36.000 In Reber. 2- # 5 d = 2.000 In 2 -# 5 d= 8.250 in 2 -# 5 d= 16.500 in 2 - # 5 d = 25.250 in 2 - # 5 d = 34.000 in • Summary Code Ref: ACI 318 -02,1997 UBC, 2803 IBC, 2003 NFPA 6000 fc 3,000. Fy 60,000 Seismic Zone LL & ST Loads Act Separately 0 psi .0 psi 0 Total Height Unbraced Length Eft. Length Factor Column is BRACED 10.000 ft 10.000 ft 1.000 Column is OK 8.00 x 36.00in Column, Reber 245 @ 2.00in, 245 © 8.251n, 245 © 16_501n, 245 @ 2525in Applied : Pu : Max Factored Allowable : Pn • Pict @ Design Ecc. M- critical Combined Eccentricly Magnification Factor Design Eccentricity Magnified Design Moment Po' 80 P : Balanced Ecc : Balanced ACI C-1 ACI C -2 39.93 k 14.28 k 474.60 k 474.60 k 5.45 k -ft 1.680 in 1.00 1.680 in 5.45 k-ft 730.00 k 371.97 k 13.088 in 2.00 k-ft 1.680 in 1.00 1.680 in 2.00 k-ft 730.00 k 371.97 k 13.088 in ACI C-3 12.24 k 474.60 k 1.71 k-ft 1.680 In 1.00 1.680 in 1.71 k -ft 730.00 k 371.97 k 13.088 in Slenderness perAC1318 -95 Section 10.12 & 10.13 Actual k Lu / r 50.000 Neutral Axis Distance Phi Max Limit kUr Beta = M:ststained/NI:max Cm El/ 1000 Pc : pi*2 El/ (k Lu)A2 alpha: MaxPu / (.75 Pc) Delta Ecc: Ecc Loads + Moments Design Ecc = Ecc * Delta Basile Modulus 3,122.0 kW ACI Eq. C-1 ACI Ea. C-2 40.1250 in 40.1250 in 0.6500 0.6500 34.0000 34.0000 0.4891 1.0000 0.6000 0.6000 26,085.12 19,421.45 17,878.46 13,311.25 0.0029 0.0014 1.0000 1.0000 1.680 1.680 1.880 1.689 Beth AC Ea. C-3 40.1250 in 0.6500 34.0000 1.0000 0.6000 19,421.45 13,311.25 0.0012 1.0000 1.680 in 1.880 in 0.850 ACI C-1 & C-2 DL AC1 C-1 & C-2 LL ACI C -1 & C-2 ST seismk = ST* : 1.400 1.700 1.700 1.100 AC1 C-2 Group Factor AC1 C-3 Dead Load Factor AC1 C-3 Short Term Factor 0.750 Adel '1.4" Factor for Seismic 0.900 Add°I "0.9° Factor for Seismic 1.300 1.400 0.900 Description COLUMN 12X24 Title : Dn Description : Scope : Rectangular Concrete Column Job 0 Date: 11:14PM, 19 JUL 10 General Information Code Ref: ACI 310-02, 1097 UBC, 2003 IBC, 2003 NFPA 5000 Width Depth Reber: 2- 0 2- 0 2 -4 2 -0 2 -0 5 d= 5 d= 5 d= 5 d= 5 d= 12.000 in 24.000 in Summary 2.000 in 7.125 in 12.500 in 17.250 In 22.000 in Pc 3,000.0 psi Fy 60,000.0 psi Seismic Zone 0 LL & ST Loads Act Separately Total Height Unbraced Length Eff. Length Factor Column Is BRACED 10.000 It 10.000 ft 1.000 Column is OK 12.00 x 24.00in Column, Reber. 245 C 2.00in, 245 6 7.13in, 245 © 12.501n, 245 @ 17.25in Applied : Po : Max Factored Allowable : Pn * Phi Design Ecc. M- critical Combined Eccentricity Magnification Factor Design Eccentricity Magnified Design Moment Po•.80 P : Balanced Ecc : Balanced ACI C-1 ACI C-2 ACI C-3 37.78 k 13.23 k 11.34 k 474.50 k 474.50 k 474.50 k 4.16 k -ft 1.320 In 1.00 1.320 in 4.16 k-ft 730.00 k 342.97 k 9.100 in Slenderness perACI318 -95 Section 10.72 & 10.13 Actual kLu /r 33.333 Neutral Axis Distance Phi Max Lind kiln Beta = M:sustained/M:max Cm El ! 1000 Pc:pi "2E11(kLu)^2 alpha: MaxPu / (.75 Pc) Delta Ecc: Ecc Loads + Moments Design Ecc = Ecc * Delta 1.46 k-ft 1.320 in 1.00 1.320 in 1.46 k-ft 730.00 k 342.97 k 9.100 ill Elastic Modulus 3,122.0 icsi ACI Eq. C-1 Cl A Eq. C-2 25.8550 In 25.8550 in 0.6500 0.6500 34.0000 34.0000 0.4669 1.0000 1.0000 1.0000 0.00 0.00 0.00 0.00 0.0000 0.0000 1.0000 1.0000 1.320 1.320 1.320 1.320 1.25 k-ft 1.320 in 1.00 1.320 In 1.25 kit 730.00 k 342.97 k 9.100 In Beta ACI Eq. C3 25.8550 in 0.6500 34.0000 1.0000 1.0000 0.00 0.00 0.0000 1.0000 1.320 in 1.320 in 0.850 ACI Factors (per ACI 318-02. applied internally to entered loads) ACI C-1 & C-2 DL ACI C -1 & C-2 LL ACI C-1 & C-2 ST ....seismic - ST ` : 1.400 1.700 1.700 1.100 ACI C-2 Group Factor ACI C-3 Dead Load Factor ACI C3 Short Term Factor 0.750 Add'I'1.4" Factor for Seismic 0.900 Add"! "0.9' Factor for Seismic 1.300 1.400 0.900 ICI SHORES ViLLAGE APPROVED ZONING STRUCTURAL ELECTRICAL PLUMBING MECHANICAL BLDG. DATE SUcvJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS DESIGN OF CONCRETE SLAB & BEAMS SAFE SAFE v8.0.8 - File: Slab - June 20,2010 23:39 - Scale: Fit to Page Structural Layer 3-D View - Kip-in Units $ File C: \Projects \Congregation \Slab.FDB saved 6/19/10 7:03:29 in Kip -in SAFE "8.0.8" UNITS Kip IN $ TITLES TITLE1 TITLE2 $ GRIDS GRID "GLOBAL" X "A" 0 GRID "GLOBAL" X "B" 275 GRID "GLOBAL" X "C" 520 GRID "GLOBAL" Y "1" 0 GRID "GLOBAL" Y "2" 138 GRID "GLOBAL" Y "3" 200 GRID "GLOBAL" Z "1" 0 MESH MAX 48 $ BEAM PROPERTIES BEAMPROP "B12X24" BEAMPROP "B12X24" "B12X24" "B12X24" "B12X24" "B12X24" "B12X12" "B12X12" "B12X12" "B12X12" "B12X12" "B12X12" "B24X12" 1111 1171 BEAMPROP BEAMPROP BEAMPROP BEAMPROP BEAMPROP BEAMPROP BEAMPROP BEAMPROP BEAMPROP BEAMPROP BEAMPROP BEAMPROP "B24X12" BEAMPROP "B24X12" BEAMPROP "B24X12" BEAMPROP "B24X12" BEAMPROP "B24X12" $ SLAB PROPERTIES SLABPROP "SLAB1" SLABPROP "SLABl" SLABPROP "SLAB1" SLABPROP "SLAB1" $ COLUMN PROPERTIES COLUMNPROP "C12X24" TYPE R E 3600 $ WALL PROPERTIES WALLPROP "WALL1" E 3600 U 0.2 T 8 H 120 $ SOIL PROPERTIES SOILPROP "SOILl" K 0.1 $ POINT COORDINATES POINT "2" 520 0 POINT "6" 0 0 POINT "7" 185 0 POINT "8" 275 0 $ LINE CONNECTIVITY LINE "1" 185 0 275 0 LINE "3" 275 0 275 200 LINE "5" 275 138 520 138 LINE "7" 0 0 185 0 LINE "9" 275 0 520 0 LINE "11" 0 200 275 200 LINE "12" 275 200 520 200 LINE "14" 520 0 520 138 LINE "15" 520 138 520 200 LINE "17" 0 0 0 200 E 3600 U 0.2 W 8.681E -05 TYPE R B 12 D 24 DSNSEC 0 BDESIGN 12 DDESIGN 24 CT 3 CB 3 FC 4 FY 60 FYS 60 FCS 4 E 3600 U 0.2 W 8.681E -05 TYPE R B 12 D 12 DSNSEC 0 BDESIGN 12 DDESIGN 12 CT 3 CB 3 FC 4 FY 60 FYS 60 FCS 4 E 3600 U 0.2 W 8.681E -05 TYPE R B 24 D 12 DSNSEC 0 BDESIGN 24 DDESIGN 12 CT 3 CB 3 FC 4 FY 60 FYS 60 FCS 4 E 3600 U 0.2 W 8.681E -05 T 6 CTI 2 CTJ 1 CBI 1 CBJ 2 FC 4 FY 60 U 0.2 B 12 D 24 H 120 $ AREA CONNECTIVITY AREA "36" 4 0 0 275 0 275 200 0 200 AREA "37" 4 275 0 520 0 520 200 275 200 $ BEAM ASSIGNS BEAM "1" "B12X12" BEAM "3" "B24X12" BEAM "5" "B24X12" BEAM "7" "B12X24" BEAM "9" "B12X24" BEAM "17" "B12X12" $ SLAB ASSIGNS SLAB "36" "SLAB1" SLAB "37" "SLAB1" $ COLUMN ASSIGNS COLUMN "2" "C12X24" COLUMN "6" "C12X24" COLUMN "7" "C12X24" COLUMN "8" "C12X24" $ WALL ASSIGNS WALL "11" "WALL1" WALL "12" "WALL1" WALL "14" "WALLl" WALL "15" "WALLl" $ SOIL ASSIGNS $ RELEASE ASSIGNS $ LOADS LOAD "DEAD" TYPE DEAD AREALOAD "DEAD" "36" AREALOAD "DEAD" "37" LOAD "LIVE" TYPE LIVE AREALOAD "LIVE" "36" AREALOAD "LIVE" "37" $ LOADING COMBINATIONS COMBO "SDL" "SDL" COMBOFACTOR "SDL" "DEAD" 1 COMBOFACTOR "SDL" "LIVE" 1 COMBO "DCON1" TYPE DESIGN "DCON1" COMBOFACTOR "DCON1" "DEAD" 1.4 COMBO "DCON2" TYPE DESIGN "DCON2" COMBOFACTOR "DCON2" "DEAD" 1.2 COMBOFACTOR "DCON2" "LIVE" 1.6 $ STRIP DEFINITIONS XSTRIP "18" 0 0 520 0 520 40.73209 0 40.73209 XSTRIP "20" 0 40.73209 520 40.73209 520 87.46887 0 87.46887 XSTRIP "21" 0 87.46887 520 87.46887 520 138 0 138 XSTRIP "22" 0 138 520 138 520 170.157 0 170.157 XSTRIP "23" 0 170.157 520 170.157 520 200 0 200 YSTRIP "24" 0 0 48.43418 0 48.43418 200 0 200 YSTRIP "25" 48.43418 0 101.1629 0 101.1629 200 48.43418 200 YSTRIP "26" 101.1629 0 150.8956 0 150.8956 200 101.1629 200 YSTRIP "27" 150.8956 0 195.8348 0 195.8348 200 150.8956 200 SELFWEIGHT 1 LTDFACTOR 3 W 1.736111E -04 W 1.736111E -04 SELFWEIGHT 1 LTDFACTOR 3 W 6.944445E -04 W 8.680556E -04 YSTRIP "28" 195.8348 0 234.7822 0 234.7822 200 195.8348 200 YSTRIP "29" 234.7822 0 275 0 275 200 234.7822 200 YSTRIP "30" 275 0 318.6687 0 318.6687 200 275 200 YSTRIP "31" 318.6687 0 370.7982 0 370.7982 200 318.6687 200 YSTRIP "32" 370.7982 0 421.7293 0 421.7293 200 370.7982 200 YSTRIP "33" 421.7293 0 470.8629 0 470.8629 200 421.7293 200 YSTRIP "34" 470.8629 0 520 0 520 200 470.8629 200 $ GROUPS END $ END OF MODEL FILE SAFE c r) \A\ \ -Ty 0. MST B\ 47 28 f�!♦ r� iiZe7��l/ 11111111•111111111111111111•11/ 11■'` 05 --1411UMM �_�__� —`—�� ri 54 MOM I__ =_-_r 30 IMINIE .■\■■■ —1141M ;E 41 0.377 00 33 54 ffEl in SAFE v8.0.8 - File: Slab - June 20,2010 23:27 - Scale: Fit to Page X -Strip Reinforcement (Sq -in) - 1Gp-in Units SAFE I1I!I!!I � SAFE v8.0.8 - File: Slab - June 20,2010 23:27 - Scale: Fit to Page Y-Strip Reinforcement (Sq -in) - Kip-in Units 1 - 1 . i . 1 _ CA i 1 i. - 1 , 9 1 I I F il F 4. 1 , . 4 „ II i ___, ..1 0, ... . I1I!I!!I � SAFE v8.0.8 - File: Slab - June 20,2010 23:27 - Scale: Fit to Page Y-Strip Reinforcement (Sq -in) - Kip-in Units Y SAFE SAFE v8.0.8 - File: Slab - June 20,2010 23:28 - Scale: Fit to Page Beam Flexural Reinforcement (Sq -in) - Kip-in Units