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CC-06-1806Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 01/03/2007 Inspector: Grande, Claudio Owner: YEHEZBEL, HAIM Job Address: 9806 2 Avenue NE Miami Shores Village, FL 33138- Project: <NONE> Contractor. MAX SOUTH CONSTRUCTION Permit Type: Residential Construction Inspection Type: Final Work Classification: Alteration Block: Phone Number Parcel Number 1132060132241 Lot: Phone: (305)891 -0880 Building Department Comments INSTALLATION OF NEW TRUSS SYSTEM TO SUPPORT THEATRICAL RIGGING ABOVE EXISTING STAGE JAN 0 4 2001 Passed ■94 ' spector Comments 1) For final approval all penetrations thru ceiling in stage area must be sealed with an approved fire proofing material. 1/3/07 CG. fif4 Failed al Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Wednesday, January 3, 2007 Page 1 of 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33 138 Tel: (305) 795.2204 Fax: (305) 756•8972 T \ \Qd To +& toKjt�c 1bt 5 gq c C Ib:O) alk (O( K,t t cited 1L veto QiI cox kc • 3(i BUILDING CC 1 J !L ®6 2006 Permit No. PERMIT APPLICATION ( Master Permit No. FBC 2004 BY: Permit Type (circle): Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder 049 Yo._) ( —n-) Phone # 3(-) . • —1 S ] C1 S 5C Owner's Address 1`3- - Z r-IC1. AV ' iL . CitV1 o G1(1Y1I S1 icYcS State -1:- I oiled C.) zip 3313;5 Tenant/Lessee Name Phone # 30E) ° 1 S 1 e9 S5CD Job Address (where the work is being done) 9a06 N E • 2.1'� d ,AVC fl U City Miami Shores Village FOLIO / PARCEL # Is Building Historically Designated YES NO X County Miami -Dade Zip 33 138 Contractor's Company Name a)( € ) h CO -1SL4.- IC/ hone # (3 A �� I - CSS C Contractor's Address 13 20-3 1\1 . 1 AvC.Y7 UC City I'Jc 1-h t -1 s C lrY-11 1 state -7 for d c1 C i Zip 331 1 Qualifier Name Er C r o R i C k" Pi T C H JY) CSI r-1 Phone # State Certificate or Registration No. Certificate of Competency No. i C �. ^� (306) ° /-f ° Co• 199 Architect/Engineer's Name (if applicable)R •J • / Aphon# ' •Pil&C) 'P"9V Value of Work For this, Permit $ 6 � , 6600 S . FT y Squ�►re / Footage Of Work: Type of Work: DAddition []Alteration 0<ew ❑ Repair/Replace ❑ Demolition Describe Work: 1 CISTCc I 1 CI T I (:).$'1 ( YIC LA—) 7'YL.,s S sT rY) 'TC .5(....)p p= r 7 1- c c.4 -1- r o C Cat 1 y@ 5 c i v-19 c4 IcxDut' c.,C 1 s i I rm.9 S ?C13C • Submittal Fee $ 0 . Permit Fee $ 6 0 0 1 CCF $ CO /CC r 50 Notary $ Training/Education Fee $ 10 Technology Fee $ 31,5C) Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ x`03. Ob Total Fee Now Due $ See Reverse side --- Bonding Company's Name (if applicable) rr 4 a •, Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS. and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose properly 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 Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of ,20 ,by , day of ,20 ,by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print Print: My Commission Expires: My Commission Expires: APPLICATION APPROVED BY: 7y3 4 74'/b 5 fte4 r Plans Examiner 7 itY 0 cO Engineer (� Zoning (Revised 02/08/06) Miami 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 2001 Permit Type (circle): Permit No i ' Master Permit No. Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple T ieholder) Playground Theatt 9g,. Phone # 305/751 -9550 Owner's Address 9806 N.E. 2nd Avenue City Miami Shores State FL Zip 33138 Tenant/Lessee Name Phone # 3o5- -1 'S 1 - g SS Job Address (where the work is being done) 9806 N.E. 2nd Avenue City Miami Shores Vilive County Miami -Dade Zip 33138 Is Building Historically Designated YES NO X Contractor's Company Name Max South Construction x ] nc. Phone # 305/891 -0880 Contractor's Address 13203 N.E. 16 Avenue • City North Miami State FL Qualifier Eric "Rick" Pitchman zip 33161 Architect/Engineer's Name (if applicable) $ Value of Work For this Permit -a• $50,000.00 one# 305/446 -7799 Square Footage Of Work: 1,500 sq. ft. Type of Work: ❑Addition ❑Alteration ['New ❑ Repair/Replace ❑ Demolition Describe Work: Installation of new truss system, to support theatrical rigging above existing stage. Submittal Fee $ Permit Fee $ CCF $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) s Bonding Company's Name (if applicable) Bonding Company's Address City State Zip N/A 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 buila&ng permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Owner or The foregoing instrument was,acknowledged before me thi day ofak�&Q , 20 o is pers maily.known to me or who has produced et DV- La,-, As • i cation and who did take an oath. NOTARY Sign: Print Contractor .^, aa�� The foregoing instrument was acknowledged before me thisoV day of 71) , 20 ®(v, by f hf1< ?Ile km"' , who is sonally know to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: TT Print: JJAW My Commissi * * * * * * * * * * * * ** tency Holder) 'Certificate of Competency No. My Commission Expires: RICSVS 1 . TORIBIO Notary Public, State of Florida 94t State Certificate or Registration No. APPLICATION APPROVED BY: Chc 10/14/03 Plans Examiner Engineer Zoning .f. Heisenbotile Architects, P.A. X340 .Minorca Avenue, Suite ' l f' 'Coral Gables, Florida 331 . Tel (305) 446-7799 Fax (305) 446-927 SIGNED: TO Claudio Grande, CBO Building Official Miami Shores Village 10050 NE 2nd Av .Miami Shores. FL 33138 TRANSMITTED VIA: Date: Job Number Project Name: mail 7/7/2006 05 -3239 Playground Theater Truss WE ARE SENDING YOU Attached: © Under separate cover via Shop Drawings: ❑ Prints: ❑ Plans: Copy of letter: ❑ Change order: ❑ Other: COPIES DATE NO.: ❑ Samples: ❑ the following: Specifications: El DESCRIPTION: 2 7/7/2006 Special inspector Form, signed and sealed by Douglas Wood & Associates, Inc THESE ARE TRANSMITTED as checked below: For approval ❑ Approved as submitted: ❑ Returned for corrections:. ❑ As requested: For your use: 5 Approved as noted: ❑ For review and comment: ❑ Other: FOR BIDS DUE: PRINTS RETURNED AFTER LOAN TO US: REMARKS: COPY TO: Z. Mass, file Miami Shores Village Building Department P''!X fez !sou 5146 LAld.dd, (3051 4 61- 3450 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. o4-1 $ p6 Job Name 10/sa , fr.44v7 a/ P. A.7. Date 7 - // OG ?Stet We 2 4,e, STRUCTURAL CRITIQUE SHEET pus s es - sta 9 e <L..ti[111M2Y re 6 .d, p t A/A/E -G TI da `/ O17A lL ? 4ine colic S 3. r h r I c 4 f / ; l f t ) d v : b he rte vie w e a( !fin e� approver/ /7 this C��'r @ �f... eteca, -d app, it 1e ctrb r / /a/ / ,5 /ms's• r?e A Sea / rep? -0 ,s4P 9 lies• 4®,f4 912 cc r on 4r»'h apprc va l ,sfar-nfi Jul 07 2006 9:26AM 07 -2006 09:15 AM Fax Station : HP LASERJET FAX . 2 07/06/2006 16:57 MIAMI SHORES VILLAGF 3 93054469275 Mis.i Shores Village Building Department 1.003014X ed Avenue, Wand Sham, P13313S Tel: 3057954204 • F*ua 3054564972 P. 02 N4.910 Woad CITY COPY MICE 7-01#11AKI VIIrLA,GB_Ht01211 ARTA"IEN'l; 7EN FLQR Attil,I,tiic prat t (We) have beam retained by (*me of owner/agent T e . b r h; ye /s ?4, to pert:Inn Special Impactor swine under the Florida Building Code at the pro act (address) „, r . Miami She s, as of / 7� 2 u c (date). I am a Metered Architect or Prethssional Eaglnecr Hemmed In the Stun of F da, 'PERMIT MOM; ee - ® ®‘49 0 Special Inspector for Reinforced Unit Masonry, FBC 2122.4 D Special Inspector for Trusses over 35 Pt, Long or 6 Pt, High, PBC 2319.17.2.42 13 Special Inspector for Steel Connections, PBC 2218.2 0 Special Inspector for Soil Compaction, PBC 1820,3.1 0 Spacial Inspector for Precast Units & Attachments. FBC 1927.12.2 0 Speclel Inspector for pilings, FBC 1822.1.20 D Special Inspector for NOTILLPiesse to k)llaxea balms& The tbltowing individuals(e) employed ed by this firm or me are authorized to peribrm Inspections. 3.� . /°�Gti7Qv^ C'o( F5% L; 4,Aft/ � at q J • 74 E I, (we) utda stand dot a Spadd ticat+str bilpoouae ca Ow** WW1 wu,tbo daptayed In • oonv shoot notion on the she tot manna by die Mind Sit+ • 9u11dtn *Omit An buttmedoar, as requited by the t?loaida Bul{dles �. wattle poA6teted by Miami Mau. The bat lespetdoet newt b. bar all meadsksy Inepectlom, htspeet anapar,A wed s7+ the *aced hipster Iasi °WSW ant doemodateryimoearteet by* SW/ft Dopotoutt. Pwd u, upon tcooptedon ores wade under mob Aa+1&$ Paredt, [will sack to It* Wirt Shame auildtos Dtpemr►am et *a time bobs tits seal Insproalon *Me eaaeplutd loopeuloe log *to sod mdad Mood ladtmoing teat, lo the brat otaey tolowlodso, bdlar and peediudymanttinraaet tits pre)eat outlined don mot ds host OtisPloddaSu$dta%Codsandaroto saaeamtlai aoeo dates vim the app used Duna. Englneei 4 chltett Name 2( .ssvz) .-4.e,, (Prin0 Addreaa %f /G+�� = ed, - k &/o tiles, y 3 i 3 h/ Pbone NO. T3o5) yG / -33 o Florida Linen No: X36 3 5 -3 P 1.2 r ? FCCMEWM1 �1 JUL 0 6 2006 BUJ BY: [ DOUGLAS WOOD & ASSOCIATES, INC. ❑ STRUCTURAL ENGINEER 299 ALHAMBRA CIRCLE ❑ SUITE 210 CORAL GABLES, FLORIDA 33134 (305) 461 -3450 FAX: (305) 461 -3650 STRUCTURAL CALCULATION FOR PLAYGROUND THEATER FOR YOUNG AUDIENCES AT THE SHORES PERFORMING ARTS THEATER AT 9806 N.E. 2ND AVENUE MIAMI SHORES, FLORIDA July 5, 2005 (Pages 1 through 28) DOUGLAS WOOD, F. E. P.E. #32092 • • • • • •• • • •••• • • • • •• • • •••• • • •••• • • •••• • •••• • • •• •• • • • • • • • • • • • • • • • • • • •••• • • • • •••• • • • • • •• • ••• • • • • • • • AFFIRMATIVE ACTION / EQUAL OPPORTUNITY EMPLOYER EB 6353 DOUGLAS WOOD & ASSOCIATES, INC. STRUCTURAL ENGINEERS 299 ALHAMBRA CIRCLE/ SUITE 210 CORAL GABLES, FLORIDA 33134 (305) 461-3450 II FAX (305) 4613650 DESIGN CALCULATIONS JOB P-(0 S H64 er CALCULATED BY 41 V 1 SHEET NO. DATE O4/2 ( /06 CHECKED BY DATE SCALE , • • • loos*, , • . • • • • • •• 40 s • PRODUCT 294-1 (SIN l) 295-1 (Padded) truss o/c sum 18 feet SDL LL 5 6 distr. factor 1.25 1.25 6.25 7.5 space (ft) Ibs 1 6.79 0.0 0.0 2 5.27 0.0 0.0 3 5.46 0.0 0.0 4 5.69 646.2 775.4 5 5.92 652.7 783.3 6 6.00 670.3 804.4 7 6.00 675.0 810.0 8 5.92 670.3 804A 9 5.69 652.7 783.3 10 5.46 646.2 775.4 11 5.27 0.0 0.0 12 6.79 0.0 0.0 13 0.00 0.0 0.0 4613.4 5536.1 Tess hanging points SDL LL 5 6 1.25 1.25 6.25 7.5 0.0 0.0 0.0 966.1 0.0 1340.6 0.0 1340.6 0.0 966.1 0.0 0.0 0.0 4613.4 0.0 0.0 0.0 1159.3 0.0 1608.8 0.0 1608.8 0.0 1159.3 0.0 0.0 0.0 5536.1 sum LL 11072.25 sum SDL 9226.875 continues beam Toads for other 2 trusses Assumed half of middle truss SDL LL 483.0 0.0 670.3 0.0 670.3 0.0 483.0 0.0 0.0 0.0 2306.7 579.7 0.0 804.4 0.0 804.4 0.0 579.7 0.0 0.0 0.0 2768.1 •••• • • .... • • • • •• • •.. . • • • • • • • • 0000 ••.. • • • • •0•. •••• ••••• • • .. •• . • • • 00•• • • • •• • • ..0• • • • • • • .0•. . • •• • • • • .00 • • • • ETABS z S2 -�6(((/' guar C rSi �/144> • •• ••• • • • • • •• • • • • • • •• ••• •• • • • •• • • • • • • • • • • • • • • • • • • • •••• • ••• • • • •• • • • • • • • • • • • • • • • •• • ••• • e. • H • ••• • • • • ••• • • • • • • • • • .� ET,3S Wq .- file trutsfra=neM a June 21,2006 17:31 Elervelior.View. -x Poini4oadcitS1 %) - lb-in Units 9 10 11 12 13 ETABS /eaoF (6)(67-06) •• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •; • • • • • • • • • • •• • • • •• • • • • • • • • • • • • • • • 01 • •• • ••• • ••• • • • • ••• • • • • • • • • • • • • • •••___• • • • - - -1 t'• '- 1 -'T' -i -i •' T -- S19 0!1 -•F : tressfr+e.ne4•- June 21,2006 17:26 Elevation View - x Poini•Loaiis (LICE) - lb-in Units 9 10 11 12 13 ETABS L •• ••• • • • • • •• • • • • • •• • • • • ••• • • • • • • • • • • •• ••• •• • • • •• 6 c._ L frc f �tae(c4-TtLL Tel/S5 447 L3 m N C'7 46,_.4411,1■1111111Plitio. -44%444, • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • • • • i'; • • • • • • • • • • •• •• • ••• • ••• • • • • ••• • • AD-- • • • • • �_� ETAI3S trutsfralneit i June 27,2006 14:42 EIQ ioa Melt- pbir agacrLL• iZAME) - lb-ft Units ETABS cry- So( f (Wx((4 -- j L o e(P AO, 411•46,, .tow- ••••••• • • • •• • • • • • • .• •.• •• • • • •• • • • • • • • • • • . • • • ••• • • • • • *•• • *•• ••••* ••• *• • .. • •• • •. • ••• • • •••• • • • • • • • • • • • • • • • • _ • • � ..-- ETABS w4.6).8:! Pilo: trussfrarrns4 27,2006 14:42 Elevation View - x Point Loads (SDLFRAME) - lb-ft Units ETABS ETABS v40.8: -• tr+rs rams_p"r» -.lilne 27,2006 16:38 Elevations rew'- x Steel P -M tnigradtion Flbatios (AISC- LRFD99) - Kip -in Units ETABS L o c47 -144►/ of 04 U4r1/ s "9-/vv 64/41._5 .••.••• • ••CL�• • • • • • • • • • • • • • • • • •• ••• .• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • • • • • • • • • • • • • •• • •• • ••• • C2 -1 ••• • • • • ••• • • • • • • • • • • - • • -. ••• • • .• _ ETABSv9�0.8�f�2trpfratT4 aQrlc;27,2006 14:46 Elevatiote t ew•- x - Cip -iri Uroits• • • C3 -1 C7- 1 C8 -1 C9 -1 C10 -1 C11 -1 1 ETABS • • • • • • • • • •• •••••1.••• • • • • • • N. • • • •• ••• •• • • • •• 1O���r'GIJ' A�i? /`)'VLY I • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • ••• • • • • • • • • • • • • • • • • • • • •• • •• • I0 11 12 13 _ ••• • • • • ••• • • ETABS v9.0.6 - tile. trjis/enne1; J :ne•2t2006 11:20 Elevation View - x•• tiPin•Urkts • • • • • ••• • • • ••• • • trussframe pin2 ETABS v9.0.8 File:TRUSSFRAME_PIN Units:Kip -in June 30, 2006 15:28 PAGE 1 L O A D I N G COMB I NAT I O N$ COMBO COMBO TYPE CASE CASE SCALE TYPE FACTOR DSTLS1 ADD DEAD Static 1.4000 SDL Static 1.4000 SDLFRAME Static 1.4000 DSTLS2 ADD DEAD Static 1.2000 LIVE Static 1.6000 SDL Static 1.2000 SDLFRAME Static 1.2000 LLFRAME Static 1.6000 DSTLD1 ADD DEAD Static 1.0000 SDL Static 1.0000 SDLFRAME Static 1.0000 DSTLD2 ADD DEAD Static 1.0000 LIVE Static 1.0000 SDL Static 1.0000 SDLFRAME Static 1.0000 LLFRAME Static 1.0000 ETABS v9.0.8 File:TRUSSFRAME_PIN Units:Kip-in June 30, 2006 15:28 PAGE 2 C O L U M N F O R C E E N V E L O P E S STORY COLUMN ITEM P M3 V2 V3 T M2 STORY1 C1 -1 Min Value 5.81 0.00 0.00 0.000 0.000 0.000 Min Case DSTLD1 DSTLD2 DSTLD2 DSTLD2 DSTLD2 DSTLD2 Max Value 11.10 0.00 0.00 0.000 0.000 0.000 Max Case DSTLS2 DSTLD2 DSTLD2 DSTLD2 DSTLD2 DSTLD2 STORY1 C2 -1 Min Value 3.43 0.00 0.00 0.000 0.000 0.000 Min Case DSTLD1 DSTLD2 DSTLD2 DSTLD2 DSTLD2 DSTLD2 Max Value 5.59 0.00 0.00 0.000 0.000 0.000 Max Case DSTLS2 DSTLD2 DSTLD2 DSTLD2 DSTLD2 DSTLD2 STORY1 C3 -1 Min Value 3.39 0.00 0.00 0.000 0.000 0.000 Min Case DSTLD1 DSTLD2 DSTLD2 DSTLD2 DSTLD2 DSTLD2 Max Value 5.29 0.00 0.00 0.000 0.000 0.000 Max Case DSTLS2 DSTLD2 DSTLD2 DSTLD2 DSTLD2 DSTLD2 •••• • STORY1 C4 -1 Min Value 4.49 0.00 0.00 0:002•• 0P ?• O0' • 0.000 Min Case DSTLD1 DSTLD2 DSTLD2 DSa1326•• DSTLI•6: • DSTLD2 • Max Value 8.18 0.00 0.00 oteee•• 0.0d0 0.000 Max Case DSTLS2 DSTLD2 DSTLD2 DS!'IJ •• Dg 6• DSTLD2 • • STORY1 C5 -1 Min Value 4.89 0.00 0.00 0,1000 • 0!00 • 0.000 • • • Min Case DSTLD1 DSTLD2 DSTLD2 DS:'LD2 : DSO, • DSTLD2 • • Max Value 8.76 0.00 0.00 0:002,•• 0. '0.04b. • • 0.000 Page 1 ••.• • Max Case DSTLD2 trussframe pin2 DSTLS2 DSTLD2 DSTLD2 DSTLD2 DSTLD2 STORY1 C6 -1 Min Value 6.18 0.00 0.00 0.000 0.000 0.000 Min Case DSTLD1 DSTLD2 DSTLD2 DSTLD2 DSTLD2 DSTLD2 Max Value 12.46 0.00 0.00 0.000 0.000 0.000 Max Case DSTLS2 DSTLD2 DSTLD2 DSTLD2 DSTLD2 DSTLD2 STORY' C7 -1 Min Value 4.89 0.00 0.00 0.000 0.000 0.000 Min Case DSTLD1 DSTLD2 DSTLD2 DSTLD2 DSTLD2 DSTLD2 Max Value 8.76 0.00 0.00 0.000 0.000 0.000 Max Case DSTLS2 DSTLD2 DSTLD2 DSTLD2 DSTLD2 DSTLD2 STORY1 C8 -1 Min Value 4.49 0.00 0.00 0.000 0.000 0.000 Min Case DSTLD1 DSTLD2 DSTLD2 DSTLD2 DSTLD2 DSTLD2 Max Value 8.18 0.00 0.00 0.000 0.000 0.000 Max Case DSTLS2 DSTLD2 DSTLD2 DSTLD2 DSTLD2 DSTLD2 STORY1 C9 -1 Min Value 3.39 0.00 0.00 0.000 0.000 0.000 Min Case DSTLD1 DSTLD2 DSTLD2 DSTLD2 DSTLD2 DSTLD2 Max Value 5.29 0.00 0.00 0.000 0.000 0.000 Max Case DSTLS2 DSTLD2 DSTLD2 DSTLD2 DSTLD2 DSTLD2 STORY1 C10 -1 Min Value 3.43 0.00 0.00 0.000 0.000 0.000 Min Case DSTLD1 DSTLD2 DSTLD2 DSTLD2 DSTLD2 DSTLD2 Max Value 5.59 0.00 0.00 0.000 0.000 0.000 Max Case DSTLS2 DSTLD2 DSTLD2 DSTLD2 DSTLD2 DSTLD2 STORY1 C11 -1 Min Value 5.81 0.00 0.00 0.000 0.000 0.000 Min Case DSTLD1 DSTLD2 DSTLD2 DSTLD2 DSTLD2 DSTLD2 Max Value 11.10 0.00 0.00 0.000 0.000 0.000 Max Case DSTLS2 DSTLD2 DSTLD2 DSTLD2 DSTLD2 DSTLD2 • ETABS v9.0.8 File:TRUSSFRAME_PIN Units:Kip -in June 30, 2006 15:28 PAGE 3 •••• • • • •••• B R A C E F O R C E E N V E L O P E S ••• • •• • ••• • • • • • STORY BRACE ITEM P V2 V3 71 •• ,2 M3 STORY1 D1 Min Value 56.99 0.36 0.00 0 %4%• aa0.0�0•• • . - 80.157 • • Min Case DSTLD1 DSTLD1 DSTLS2 DSTLS2 • D3TLSQ • DSTLS2 Max Value 127.57 1.20 0.00 0o &4 . • 0.000 • • 14.826 • • • • Max Case DSTLS2 DSTLS2 DSTLS1 DSTLD1 • D •••• DSTLS2 • •i7• • • • • • • •• • •••• • • • • • Page 2 •• • trussframe pin2 STORY1 D2 Min Value - 154.74 -0.50 0.00 6.624 0.000 0.000 Min Case DSTLS2 DSTLS2 DSTLS2 DSTLD1 DSTLS2 DSTLS2 Max Value -69.07 -0.05 0.00 54.190 0.000 0.000 Max Case DSTLD1 DSTLD1 DSTLDI DSTLS2 DSTLD1 DSTLD1 STORY1 D3 Min Value 6.65 -0.02 0.00 0.000 0.000 0.000 Min Case DSTLD1 DSTLS1 DSTLD2 DSTLD2 DSTLD1 DSTLD2 Max Value 15.42 0.02 0.00 0.291 0.000 0.000 Max Case DSTLS2 DSTLS1 DSTLD2 DSTLS1 DSTLS2 DSTLD2 STORY1 D4 Min Value - 155.28 0.15 0.00 6.123 0.000 0.000 Min Case DSTLS2 DSTLD1 DSTLDI DSTLD1 DSTLD1 DSTLS2 Max Value -69.09 0.64 0.00 54.190 0.000 0.000 Max Case DSTLD1 DSTLS2 DSTLS2 DSTLS2 DSTLS2 DSTLS2 STORY1 D5 Min Value 55.56 -1.12 0.00 - 80.157 0.000 0.000 Min Case DSTLD1 DSTLS2 DSTLS2 DSTLS2 DSTLD1 DSTLS2 Max Value 124.31 -0.37 0.00 -5.187 0.000 0.000 Max Case DSTLS2 DSTLD1 DSTLS1 DSTLS2 DSTLD1 STORY1 D6 Min Value 4.47 -0.02 0.00 0.000 0.000 0.000 Min Case DSTLD1 DSTLS1 DSTLD2 DSTLS1 DSTLS2 DSTLD2 Max Value 10.73 0.02 0.00 0.344 0.000 0.000 Max Case DSTLS2 DSTLS1 DSTLD2 DSTLS1 DSTLD1 DSTLD2 STORY1 D7 Min Value - 156.06 -0.20 0.00 6.123 0.000 0.000 Min Case DSTLS2 DSTLS2 DSTLS2 DSTLD1 DSTLS2 DSTLS2 Max Value -69.16 0.08 0.00 20.622 0.000 0.000 Max Case DSTLD1 DSTLS1 DSTLD1 DSTLD1 DSTLS2 STORY1 D8 Min Value 60.96 -0.04 0.00 0.000 0.000 - 22.412 Min Case DSTLD1 DSTLS1 DSTLS2 DSTLS2 DSTLS2 DSTLS2 Max Value 136.91 0.26 " • -5.187 0.00 0.000 01 OOg ' • • •• • Max Case DSTLS2 DSTLS2 DSTLS1 DSTI1fl9 • DSRl1�� • DSTLD1 : • • STORY1 D9 ' Min Value 3.20 • -0.02 0.00 0.•0tt••• 0.000 • • 0.000 •••• •••• • • •Min Case DSTLD1 DSTLS1 DSTLD2 DSTLS2 ••• DST.» '• DSTLD2 • • Max Value 7.37 0.02 '••• 0.414 0.00 0.00® • 0!O(�p • Max Case DSTLS2 DSTLS1 DSTLD2 DSTlfl3 " • DSTLD2 '• DSTLS1 • • • • • • STORY1 D10 Min Value - 154.95 -0.05 0.00 0.�I00••• 0.000 • • • 4.510 Page 3 •••• • DSTLD1 20.622 DSTLS2 trussframe pin2 Min Case DSTLS2 DSTLS1 DSTLS2 DSTLS2 DSTLS2 Max Value -68.65 0.26 0.00 0.000 0.000 Max Case DSTLD1 DSTLS2 DSTLD1 DSTLD1 DSTLS2 STORY1 D11 Min Value 64.04 -0.23 0.00 0.000 0.000 - 22.412 Min Case DSTLD1 DSTLS2 DSTLS2 DSTLS2 DSTLS2 DSTLS2 Max Value 144.42 0.06 0.00 0.000 0.000 -6.059 Max Case DSTLS2 DSTLS1 DSTLS1 DSTLD1 DSTLD2 DSTLD1 STORY1 D12 Min Value 2.53 -0.02 0.00 0.000 0.000 0.000 Min Case DSTLD1 DSTLS1 DSTLD2 DSTLS2 DSTLD2 DSTLS1 Max Value 6.29 0.02 0.00 0.000 0.000 0.485 Max Case DSTLS2 DSTLS1 DSTLD2 DSTLD1 DSTLD2 DSTLS1 STORY1 D13 Min Value - 155.05 -0.30 0.00 0.000 0.000 4.510 Min Case DSTLS2 DSTLS2 DSTLS2 DSTLS2 DSTLS2 DSTLD1 Max Value -68.53 0.04 0.00 0.000 0.000 23.358 Max Case DSTLD1 DSTLS1 DSTLD1 DSTLD1 DSTLS2 DSTLS2 STORY1 D14 Min Value 65.90 -0.08 0.00 0.000 0.000 - 21.492 Min Case DSTLD1 DSTLS1 DSTLS1 DSTLS2 DSTLS2 DSTLS2 Max Value 148.69 0.22 0.00 0.000 0.000 -6.059 Max Case DSTLS2 DSTLS2 DSTLS1 DSTLD1 DSTLD1 DSTLD1 STORY1 D15 Min Value 0.71 -0.02 0.00 0.000 0.000 0.000 Min Case DSTLD1 DSTLS1 DSTLD2 DSTLS2 DSTLD2 DSTLD2 Max Value 1.34 0.02 0.00 0.000 0.000 0.533 Max Case DSTLS2 DSTLS1 DSTLD2 DSTLD1 DSTLD2 DSTLS1 STORY1 D16 Min Value - 153.56 0.07 0.00 0.000 0.000 -4.156 Min Case DSTLS2 DSTLD1 DSTLS2 DSTLS2 DSTLS2 DSTLS2 Max Value -67.99 0.50 0.00 0.000 0.000 23.358 Max Case DSTLD1 DSTLS2 DSTLD1 DSTLD1 D+S'TM2 • DSTLS2 • • •••• • • • • STORY1 D17 Min Value 67.42 -0.37 0.00 0.000 • 0.000• • • - 21.492 •• • Min Case DSTLD1 DSTLS2 DSTLS2 DMARA4,0 DSTL$2 • • DSTLS2 •••• •••• • • Max Value 152.50 -0.03 0.00 O QQ•• e•ggq • -0.152 • • DSTLD1 •• •• •• • Max Case DSTLS2 DSTLD1 DSTLS1 DSR'Lpt•: Deft% • c • STORY1 D18 Min Value 0.71 -0.02 0.00 0 000 : OiQ(l0• • 0.000 • • Min Case DSTLD1 DSTLS1 DSTLD2 DS:LD4•• DS'i] I • • DSTLD2 oleos Page 4 • • • •• • 0.533 DSTLS1 STORY1 D19 -4.156 DSTLS2 23.358 DSTLS2 STORY1 D20 - 21.492 DSTLS2 -0.152 DSTLD1 STORY1 D21 0.000 DSTLD2 0.485 DSTLS1 STORY1 D22 4.510 DSTLD1 23.358 DSTLS2 STORY1 D23 - 21.492 DSTLS2 -6.059 DSTLD1 STORY1 D24 0.000 DSTLS1 0.414 DSTLS1 STORY1 D25 4.510 DSTLD1 20.622 DSTLS2 STORY1 D26 - 22.412 DSTLS2 -6.059 Max Value Max Case trussframe_pin2 1.34 0.02 0.00 0.000 0.000 DSTLS2 DSTLS1 DSTLD2 DSTLS2 DSTLD2 Min Value - 153.56 0.07 0.00 0.000 0.000 Min Case DSTLS2 DSTLD1 DSTLD1 DSTLD1 DSTLS2 Max Value -67.99 0.50 0.00 0.000 0.000 Max Case DSTLD1 DSTLS2 DSTLS2 DSTLS2 DSTLS2 Min Value 67.42 -0.37 0.00 0.000 0.000 Min Case DSTLD1 DSTLS2 DSTLS1 DSTLD1 DSTLS2 Max Value 152.50 -0.03 0.00 0.000 0.000 Max Case DSTLS2 DSTLD1 DSTLS1 DSTLS2 DSTLD1 Min Value 2.53 -0.02 0.00 0.000 0.000 Min Case DSTLD1 DSTLS1 DSTLD2 DSTLD1 DSTLD2 Max Value 6.29 0.02 0.00 0.000 0.000 Max Case DSTLS2 DSTLS1 DSTLD2 DSTLS2 DSTLD2 Min Value - 155.05 -0.30 0.00 0.000 0.000 Min Case DSTLS2 DSTLS2 DSTLD1 DSTLD1 DSTLS2 Max Value -68.53 0.04 0.00 0.000 0.000 Max Case DSTLD1 DSTLS1 DSTLS2 DSTLS2 DSTLS2 Min Value 65.90 -0.08 0.00 0.000 0.000 Min Case DSTLD1 DSTLS1 DSTLS1 DSTLD1 DSTLS2 Max Value 148.69 0.22 0.00 0.000 0.000 Max Case DSTLS2 DSTLS2 DSTLS2 DSTLS2 DSTLD1 Min Value 3.20 -0.02 0.00 0.000 0.000 Min Case DSTLD1 DSTLS1 DSTLD2 DSTLD1 DSTLD2 Max Value 7.37 0.02 0.00 0.000 0.000 Max Case DSTLS2 DSTLS1 DSTLD2 DSTLS2 DSTLD2 Min Value - 154.95 -0.05 0.00 0.000 0.000 •••• Min Case DSTLS2 DSTLS1 DSTLD1 DSL'LDl• DSG'3eS1 • • • • • Max Value -68.65 0.26 0.00 0.000 • • 0.0000 • • •• • Max Case DSTLD1 DSTLS2 DSTLS2 DSTV6t040 DSTLS2 ••••• •••• • • Min Value 64.04 -0.23 0.00 0.0.OU• 0 b& • • •••• Min Case DSTLD1 DSTLS2 DSTLSI DW1LDi•• DSP S2 • • • • Max Value 144.42 0.06 0.00 10,.:•: 011; Oi• • Page 5 • • • • • DSTLD1 trussframe pint Max Case DSTLS2 DSTLS1 DSTLS2 DSTLS2 DSTLD1 ,STORY1 D27 Min Value 4.47 -0.02 0.00 0.000 0.000 0.000 Min Case DSTLD1 DSTLS1 DSTLD2 DSTLD1 DSTLD2 DSTLS1 Max Value 10.73 0.02 0.00 0.000 0.000 0.344 Max Case DSTLS2 DSTLS1 DSTLD2 DSTLS2 DSTLD2 DSTLS1 STORY1 D28 Min Value - 156.06 -0.20 0.00 0.000 0.000 6.123 Min Case DSTLS2 DSTLS2 DSTLD1 DSTLD1 DSTLS2 DSTLD1 Max Value -69.16 0.08 0.00 0.000 0.000 20.622 Max Case DSTLD1 DSTLS1 DSTLS2 DSTLS2 DSTLS2 DSTLS2 STORY1 D29 Min Value 60.96 -0.04 0.00 0.000 0.000 - 22.412 Min Case DSTLD1 DSTLS1 DSTLS1 DSTLD1 DSTLS2 DSTLS2 Max Value 136.91 0.26 0.00 0.000 0.000 -5.187 Max Case DSTLS2 DSTLS2 DSTLS2 DSTLS2 DSTLS2 DSTLD1 STORY1 D30 Min Value 6.65 -0.02 0.00 0.000 0.000 0.000 Min Case DSTLD1 DSTLS1 DSTLD2 DSTLS2 DSTLD2 DSTLS1 Max Value 15.42 0.02 0.00 0.000 0.000 0.291 Max Case DSTLS2 DSTLS1 DSTLD2 DSTLD1 DSTLD2 DSTLS1 STORY1 D31 Min Value - 155.28 0.15 0.00 0.000 0.000 6.123 Min Case DSTLS2 DSTLD1 DSTLS2 DSTLS2 DSTLS2 DSTLD1 Max Value -69.09 0.64 0.00 0.000 0.000 54.190 Max Case DSTLD1 DSTLS2 DSTLD1 DSTLDI DSTLS2 DSTLS2 STORY1 D32 Min Value 55.56 -1.12 0.00 0.000 0.000 - 80.157 Min Case DSTLD1 DSTLS2 DSTLS2 DSTLS2 DSTLS2 DSTLS2 Max Value 124.31 -0.37 0.00 0.000 0.000 -5.187 Max Case DSTLS2 DSTLD1 DSTLD1 DSTLD1 DSTLD2 DSTLD1 STORY1 D33 Min Value 56.99 0.36 0.00 0.000 0.000 - 80.157 Min Case DSTLD1 DSTLD1 DSTLD1 DSTLD1 DSTLS2 DSTLS2 •••• Max Value 127.57 1.20 0.00 0.000• 04441 • 14.826 • • • • Max Case DSTLS2 DSTLS2 DSTLS2 DSTLS2 • DSTL92 • •• DSTLS2 •• • • • • STORY1 D34 Min Value - 154.74 -0.50 0.00 0.00Q• 0.044 • • 6.624 • • • • Min Case DSTLS2 DSTLS2 DSTLD1 DSTLDI• DSTLD1 • • DSTLD1 •••• Max Value -69.07 -0.05 0.00 00.4010 0 4010 .000 . • 54.190 • Max Case DSTLD1 DSTLD1 DSTLS2 • D9� LSL DS�T��2` •• • DSTLS2 • • Page 6 • • •••• • • • • • •• • •••• • • • • • trussframe_pin ETABS v9.0.8 File:TRUSSFRAME_PIN Units:Kip -in June 30, 2006 15:22 PAGE 1 M A T E R I A L P R O P E R T Y D A T A MATERIAL MATERIAL DESIGN MATERIAL MODULUS OF POISSON'S THERMAL SHEAR NAME TYPE TYPE DIR /PLANE ELASTICITY RATIO COEFF MODULUS STEEL33 Iso Steel All 29000.000 0.3000 6.5000E -06 11153.846 MATERIAL P R O P E R T Y M A S S A N D W E I G H T MATERIAL MASS PER WEIGHT PER NAME UNIT VOL UNIT VOL STEEL33 7.3240E -07 2.8300E -04 MATERIAL D E S I G N D A T A F O R S T E EJ, MATERIALS MATERIAL STEEL STEEL STEEL NAME FY FU COST ($) STEEL33 33.000 60.000 1.00 ETABS v9.0.8 File:TRUSSFRAME_PIN Units:Kip -in June 30, 2006 15:22 PAGE 2 F R A M E S E C T I O N P R O P E R T Y D A T A FRAME SECTION NAME 2L6X4X1 /2LLBB L3X3X1 /4 MATERIAL SECTION SHAPE NAME OR NAME CONC CONC NAME IN SECTION DATABASE FILE COL BEAM STEEL33 2L6X4X1 /2LLBB STEEL33 L3X3X1 /4 F R A M E S E C T I O N P R O P E R T Y D A T A SECTION FLANGE FLANGE WEB FLANGE FLANGE FRAME SECTION NAME DEPTH WIDTH TOP THICK TOP THICK WIDTH BOT THICK BOT 2L6X4X1 /2LLBB 6.0000 8.0000 0.5000 0.5000 0.0000 0.0000 L3X3X1 /4 3.0000 3.0000 0.2500 0.2500 0.0000 0.0000 F R A M E S E C T I O N P R O P E R T Y D A T A SECTION TORSIONAL MOMENTS OF INERTIA SHEAR AREAS FRAME SECTION NAME AREA CONSTANT I33 I22 A2 A3 2L6X4X1 /2LLBB 4.0000 L3X3X1 /4 0.7500 9.5000 0.8333 34.7000 21.7917 6.0000 1.4400 0.0313 1.2300 1.2300 0.7500 • • • • •••• • • • •• • ••• • • • • • • • SECTION MODULI PLASTIC MODUti•••• RADIUS bF • • GYRATION •••■ •••• • • FRAME SECTION NAME S33 S22 Z33 Z2a•••• Ail..* R22 F R A M E S E C T I O N P R O P E R T Y D A T A 2L6X4X1 /2LLBB 1.5145 L3X3X1/4 0.9242 8.6318 0.5684 5.4479 0.5684 Page 1 15.4000 9.376©•••• 1.9112• • • 1.0200 1.02 0 • 0.92g�•• • • • • • •••• • • • • • • • • • • • • • • • • trussframe pin ETABS v9.0.8 File:TRUSSFRAME_PIN Units:Kip -in June 30, 2006 15:22 PAGE 3 L O A D I N G C OMB I NAT I O N S COMBO CASE SCALE COMBO TYPE CASE TYPE FACTOR DSTLS1 ADD DEAD Static 1.4000 SDL Static 1.4000 SDLFRAME Static 1.4000 DSTLS2 ADD DEAD Static 1.2000 LIVE Static 1.6000 SDL Static 1.2000 SDLFRAME Static 1.2000 LLFRAME Static 1.6000 DSTLD1 ADD DEAD Static 1.0000 SDL Static 1.0000 SDLFRAME Static 1.0000 DSTLD2 ADD DEAD Static 1.0000 LIVE Static 1.0000 SDL Static 1.0000 SDLFRAME Static 1.0000 LLFRAME Static 1.0000 ETABS v9.0.8 File:TRUSSFRAMEPIN Units:Kip -in June 30, 2006 15:22 PAGE 4 S T E E L C O D E P R E F E R E N C E S Steel Design Code : AISC - LRFD99 Time History Type : Envelopes Frame Type Ordinary Moment Fram Phi_bending : 0.9 Phi tension : 0.9 Phi compression : 0.85 Phi comp(angle) : 0.9 Phi shear : 0.9 Consider Deflection? : Yes Deflection Check Type : Both DL Limit, L / : 120 Super DL +LL Limit, L / : 120 Live Load Limit, L / : 360 Total Load Limit, L / : 240 Total -- Camber Limit, L/ : 240 DL Limit, abs : 1 Super DL +LL Limit, abs : 1 Live Load Limit, abs : 1 Total Load Limit, abs : 1 Total -- Camber Limit, abs : 1 Pattern Live Load Factor : 0.75 Stress Ratio Limit : 0.95 Maximum Auto Iteration : 1 ETABS v9.0.8 File:TRUSSFRAME_PIN Units:Kip -in June 30, 2006 15:22 PAGE 5 C O L U M N S T E E L S T R E S S C H E C K E L E M E N T INFORMATION (AISC - LRFD99) STORY COLUMN SECTION LEVEL LINE ID STORY1 C1 -1 L3X3X1/4 STORY1 C2 -1 L3X3X1 /4 STORY1 C3 -1 L3X3X1 /4 STORY1 C4 -1 L3X3X1 /4 STORY1 C5 -1 L3X3X1/4 STORY1 C6 -1 L3X3X1 /4 STORY1 C7 -1 L3X3X1/4 STORY1 C8 -1 L3X3X1 /4 STORY1 C9 -1 L3X3X1/4 STORY1 C10 -1 L3X3X1 /4 STORY1 C11 -1 L3X3X1 /4 FRAMING RLLF L_RATIO L RATIO K K TYPE FACTOR MAJOR MINOR MAJOR MINOR •••••• • • •••• OMF 1.000 1.000 1.000 1.000 1.00®•• • ••• • •• OMF 1.000 1.000 1.000 1.000 1.0QQ•••• • ••• • OMF 1.000 1.000 1.000 1.000 1.000 • OMF 1.000 1.000 1.000 1.000 1.066•••• • • • OMF 1.000 1.000 1.000 1.000 1.0Qe•400 •••• • • OMF 1.000 1.000 1.000 1.000 1.00%••• •••••• OMF 1.000 1.000 1.000 1.000 1.0Q •• • • OMF 1.000 1.000 1.000 1.000 1.000.---i •• • OMF 1.000 1.000 1.000 1.000 1.00e •• •• • • OMF 1.000 1.000 1.000 1.000 1.080004108 • • OMF 1.000 1.000 1.000 1.000 1.0 :0 • • • • • Page 2 • ••• •••• • • g •• • •••• • • • • • 1 • t trussframe pin ETABS v9.0.8 File:TRUSSFRAME_PIN Units:Kip -in June 30, 2006 15:22 PAGE 6 BRACE S T E E L S T R E S S C H E C K E L E M E N T I N F O R M A T I O N (AISC - LRFD99) STORY BRACE SECTION FRAMING RLLF L_RATIO L_RATIO K K LEVEL BAY ID TYPE FACTOR MAJOR MINOR MAJOR MINOR STORY1 D1 2L6X4X1 /2LLB OMF 1.000 1.000 1.000 1.000 1.000 STORY1 D2 2L6X4X1 /2LLB OMF 1.000 1.000 1.000 1.000 1.000 STORY1 D3 L3X3X1/4 OMF 1.000 1.000 1.000 1.000 1.000 STORY1 D4 2L6X4X1 /2LLB OMF 1.000 1.000 1.000 1.000 1.000 STORY1 D5 2L6X4X1 /2LLB OMF 1.000 1.000 1.000 1.000 1.000 STORY1 D6 L3X3X1 /4 OMF 1.000 1.000 1.000 1.000 1.000 STORY1 D7 2L6X4X1 /2LLB OMF 1.000 1.000 1.000 1.000 1.000 STORY1 D8 2L6X4X1 /2LLB OMF 1.000 1.000 1.000 1.000 1.000 STORY1 D9 L3X3X1 /4 OMF 1.000 1.000 1.000 1.000 1.000 STORY1 D10 2L6X4X1 /2LLB OMF 1.000 1.000 1.000 1.000 1.000 STORY1 D11 2L6X4X1 /2LLB OMF 1.000 1.000 1.000 1.000 1.000 STORY1 D12 L3X3X1/4 OMF 1.000 1.000 1.000 1.000 1.000 STORY1 D13 2L6X4X1 /2LLB OMF 1.000 1.000 1.000 1.000 1.000 STORY1 D14 2L6X4X1 /2LLB OMF 1.000 1.000 1.000 1.000 1.000 STORY1 D15 L3X3X1/4 OMF 1.000 1.000 1.000 1.000 1.000 STORY1 D16 2L6X4X1 /2LLB OMF 1.000 1.000 1.000 1.000 1.000 STORY1 D17 2L6X4X1 /2LLB OMF 1.000 1.000 1.000 1.000 1.000 STORY1 D18 L3X3X1/4 OMF 1.000 1.000 1.000 1.000 1.000 STORY1 D19 2L6X4X1 /2LLB OMF 1.000 1.000 1.000 1.000 1.000 STORY1 D20 2L6X4X1 /2LLB OMF 1.000 1.000 1.000 1.000 1.000 STORY1 D21 L3X3X1 /4 OMF 1.000 1.000 1.000 1.000 1.000 STORY1 D22 2L6X4X1 /2LLB OMF 1.000 1.000 1.000 1.000 1.000 STORY1 D23 2L6X4X1 /2LLB OMF 1.000 1.000 1.000 1.000 1.000 STORY1 D24 L3X3X1 /4 OMF 1.000 1.000 1.000 1.000 1.000 STORY1 D25 2L6X4X1 /2LLB OMF 1.000 1.000 1.000 1.000 1.000 STORY1 D26 2L6X4X1 /2LLB OMF 1.000 1.000 1.000 1.000 1.000 STORY1 D27 L3X3X1/4 OMF 1.000 1.000 1.000 1.000 1.000 STORY1 D28 2L6X4X1 /2LLB OMF 1.000 1.000 1.000 1.000 1.000 STORY1 D29 2L6X4X1 /2LLB OMF 1.000 1.000 1.000 1.000 1.000 STORY1 D30 L3X3X1 /4 OMF 1.000 1.000 1.000 1.000 1.000 STORY1 D31 2L6X4X1 /2LLB OMF 1.000 1.000 1.000 1.000 1.000 STORY1 D32 2L6X4X1 /2LLB OMF 1.000 1.000 1.000 1.000 1.000 STORY1 D33 2L6X4X1 /2LLB OMF 1.000 1.000 1.000 1.000 1.000 STORY1 D34 2L6X4X1 /2LLB OMF 1.000 1.000 1.000 1.000 1.000 ETABS v9.0.8 File:TRUSSFRAME_PIN Units :Kip -in June 30, 2006 15:22 PAGE 7 C O L U M N S T E E L S T R E S S C H E C K OUTPUT (AISC - LRFD99) STORY COLUMN SECTION / MOMENT INTERACTION //---- SHEAR22--- / /---- SHEAR33 - - -/ LEVEL LINE ID COMBO RATIO = AXL + B33 + B22 COMBO RATIO COMBO STORY1 C1 -1 L3X3X1 /4 DSTLS2 0.000 DSTLS2 CHECK RATIO 0.000 0.000 0.000 DSTLS2(T) 0.260 = 0.260 + 0.000 + 0.000 STORY1 C2 -1 L3X3X1/4 DSTLS2 0.000 DSTLS2 DSTLS2(T) 0.065 = 0.065 + 0.000 + 0.000 STORY1 C3 -1 L3X3X1 /4 DSTLS2 0.000 DSTLS2 DSTLS2(T) 0.062 = 0.062 + 0.000 + 0.000 •••• STORY1 C4 -1 L3X3X1 /4 WTLS?• 0.0a4••LLALS2 0.000 • • • • DSTLS2(T) 0.096 = 0.096 + 0.000 + 0.000 •• • ••• • • STORY1 C5 -1 L3X3X1/4 DSSn2• 0.000 DSi'LS2 0.000 0.000 0.000 STORY1 C6 -1 L3X3X1/4 DSTLS2 • 0.000 DSTLS2 •••• •••• • • DSTLS2(T) 0.291 = 0.291 + 0.000 + 0.000 •••• STORY1 C7 -1 L3X3X1 /4 D$'e$12•• 0.0601.•1SILS2 • • • DSTLS2(T) 0.205 = 0.205 + 0.000 + 0.000 •••• •••• • • STORY1 C8 -1 L3X3X1 /4 DATLS2 • O.ogc? LS2 0.000 • • •••• • • Page 3 • • • •• • •••• • • • • • • DSTLS2(T) 0.205 = 0.205 + 0.000 + 0.000 • • • • •• 0.000 0.000 0.000 STORY1 C9 -1 L3X3X1 /4 STORY1 C10 -1 L3X3X1 /4 STORY1 C11 -1 L3X3X1/4 trussframe_pin DSTLS2(T) 0.096 = 0.096 + 0.000 + 0.000 DSTLS2(T) 0.062 = 0.062 + 0.000 + 0.000 DSTLS2(T) 0.065 = 0.065 + 0.000 + 0.000 DSTLS2(T) 0.260 = 0.260 + 0.000 + 0.000 DSTLS2 0.000 DSTLS2 DSTLS2 0.000 DSTLS2 DSTLS2 0.000 DSTLS2 ETABS v9.0.8 File:TRUSSFRAME_PIN Units:Kip -in June 30, 2006 15:22 PAGE 8 B R A C E S T E E L S T R E S S C H E C K OUTPUT (AISC- LRFD99) STORY BRACE SECTION / MOMENT INTERACTION CHECK //---- SHEAR22--- / /---- SHEAR33 - - -/ LEVEL BAY ID COMBO RATIO = AXL + B33 + B22 COMBO RATIO COMBO RATIO STORY1 D1 2L6X4X1 /2LLBB DSTLS2 0.011 DSTLS2 0.000 0.000 DSTLS2(T) 0.730 = 0.452 + 0.278 + 0.000 STORY1 D2 2L6X4X1 /2LLBB DSTLS2 0.005 DSTLS2 STORY1 D3 L3X3X1 /4 DSTLSI 0.001 DSTLS2 0.000 DSTLS2(C) 0.938 = 0.808 + 0.130 + 0.000 0.000 DSTLS2(T) 0.373 = 0.361 + 0.004 + 0.009 STORY1 D4 2L6X4X1 /2LLBB DSTLS2 0.006 DSTLS2 STORY1 D5 2L6X4X1 /2LLBB DSTLS2 0.011 DSTLS2 0.000 DSTLS2(C) 0.851 = 0.725 + 0.125 + 0.000 0.000 DSTLS2(T) 0.718 = 0.440 + 0.278 + 0.000 STORY1 D6 L3X3X1 /4 DSTLS1 0.001 DSTLS2 STORY1 D7 2L6X4X1 /2LLBB DSTLS2 0.002 DSTLS2 0.000 DSTLS2(T) 0.266 = 0.251 + 0.005 + 0.010 0.000 DSTLS2(C) 0.772 = 0.724 + 0.048 + 0.000 STORY1 D8 2L6X4X1 /2LLBB DSTLS2 0.002 DSTLS2 STORY1 D9 L3X3X1 /4 DSTLS1 0.001 DSTLS2 0.000 DSTLS2(T) 0.563 = 0.485 + 0.078 + 0.000 0.000 DSTLS2(C) 0.766 = 0.718 + 0.048 + 0.000 STORY1 D11 2L6X4X1 /2LLBB DSTLS2 0.002 DSTLS2 0.000 DSTLS2(T) 0.107 = 0.086 + 0.007 + 0.014 STORY1 D10 2L6X4X1 /2LLBB DSTLS2 0.002 DSTLS2 0.000 DSTLS2(T) 0.589 = 0.512 + 0.078 + 0.000 STORY1 D12 L3X3X1 /4 DSTLS1 0.002 DSTLS2 STORY1 D13 2L6X4X1 /2LLBB DSTLS2 0.003 DSTLS2 0.000 DSTLS2(T) 0.098 = 0.073 + 0.009 + 0.016 STORY1 D14 2L6X4X1 /2LLBB DSTLS2 0.0Q2.•,DSTLS2 0.000 DSTLS2(T) 0.602 = 0.527 + 0.075 + 0.000 • ••• •••• • STORY1 D15 L3X3X1 /4 DS!LSP 0.I '• DSTLS2 •• 0.000 •• DSTLS2(C) 0.774 = 0.720 + 0.054 + 0.000 DSTLS1(T) 0.044 = 0.012 + 0.012 + 0.021 • STORY1 D16 2L6X4X1 /2LLBB DSTLS2 0.005 • DSTLS2 • • 0.000 •••• •••• • • DSTLS2(C) 0.767 = 0.713 + 0.054 + 0.000 • 4,040• • •••••• STORY1 D17 2L6X4X1 /2LLBB p$V1.42p 0.0G3••OSTLS2 • • 0.000 • • • • • DSTLS2(T) 0.615 = 0.540 + 0.075 + 0.000 fo• .4. '• • STORYI D18 L3X3X1 /4 pSTlst 0.002• DSTLS2 •• • 0.000 DSTLS1(T) 0.044 = 0.012 + 0.012 + 0.021 • • Page 4 • • • •• • •••• • • • • • 0.0 00 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.000 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY1 STORY' STORY1 STORY1 STORY1 STORY1 trussframe_pin D19 2L6X4X1 /2LLBB DSTLS2(C) 0.767 = 0.713 + 0.054 + 0.000 D20 2L6X4X1 /2LLBB DSTLS2(T) 0.615 = 0.540 + 0.075 + 0.000 D21 L3X3X1 /4 DSTLS2(T) 0.098 = 0.073 + 0.009 + 0.016 D22 2L6X4X1 /2LLBB DSTLS2(C) 0.774 = 0.720 + 0.054 + 0.000 D23 2L6X4X1 /2LLBB DSTLS2(T) 0.602 = 0.527 + 0.075 + 0.000 D24 L3X3X1 /4 DSTLS2(T) 0.107 = 0.086 + 0.007 + 0.014 D25 2L6X4X1 /2LLBB DSTLS2(C) 0.766 = 0.718 + 0.048 + 0.000 D26 2L6X4X1 /2LLBB DSTLS2(T) 0.589 = 0.512 + 0.078 + 0.000 D27 L3X3X1 /4 DSTLS2(T) 0.266 = 0.251 + 0.005 + 0.010 D28 2L6X4X1 /2LLBB DSTLS2(C) 0.772 = 0.724 + 0.048 + 0.000 D29 2L6X4X1 /2LLBB DSTLS2(T) 0.563 = 0.485 + 0.078 + 0.000 D30 L3X3X1 /4 DSTLS2(T) 0.373 = 0.361 + 0.004 + 0.009 D31 2L6X4X1 /2LLBB DSTLS2(C) 0.851 = 0.725 + 0.125 + 0.000 D32 2L6X4X1 /2LLBB DSTLS2(T) 0.718 = 0.440 + 0.278 + 0.000 D33 2L6X4X1 /2LLBB DSTLS2(T) 0.730 = 0.452 + 0.278 + 0.000 D34 2L6X4X1 /2LLBB DSTLS2(C) 0.938 = 0.808 + 0.130 + 0.000 Page 5 DSTLS2 0.005 DSTLS2 DSTLS2 0.003 DSTLS2 DSTLS1 0.002 DSTLS2 DSTLS2 0.003 DSTLS2 DSTLS2 0.002 DSTLS2 DSTLS1 0.001 DSTLS2 DSTLS2 0.002 DSTLS2 DSTLS2 0.002 DSTLS2 DSTLS1 0.001 DSTLS2 DSTLS2 0.002 DSTLS2 DSTLS2 0.002 DSTLS2 DSTLS1 0.001 DSTLS2 DSTLS2 0.006 DSTLS2 DSTLS2 0.011 DSTLS2 DSTLS2 0.011 DSTLS2 DSTLS2 0.005 DSTLS2 0000 • • • • ••0• • • • • •• • 00• • • • • • •• • • • • 0000 •••• • • • • • • • •••• •••• • • • • •• •• •••• • • • •• • • • • • • • 0000 • • • • 0000 • • • • • 00 • •••• • • • • • • • • Table 1.3a Hardness Requirements for ASTM A502 Steel Structural Rivets* Hardness Measurement Type Grade 1- Min./Max. Grade 2 - Min./Max. Grade 3 - Min./Max. Rockwell B 55/72 76/85 76/93 Brinell, 500 -kgf (4900 -N), 10 -mm ball 103/126 137/163 137/197 * As specified in A502 -93. Table 1.3b Historical AISC Allowable Stresses (ksi) for Rivets - ASD* AISC Spec. Year Type of Rivet Tension Shear Bearing 1928 A9 13.5 13.5 1936 A141 15.0 15.0 32.0/40.0 ** 1949 A141 20.0 15.0 32.0/40.0 ** 1963 A141 A195 & A406 20.0 27.0 15.0 20.0 1.35 F, 1.35 F, 1969 A502 Grade 1 A502 Grade 2 20.0 27.0 15.0 20.0 1.35 F, 1.35 F, 1978 A502 Grade 1 A502 Grade 2 or 3 23.0 29.0 17.5 22.0 1.50 Fu 1.50 Fu 1989 A502 Grade 1 A502 Grade 2 or 3 23.0 29.0 17.5 22.0 1.20 Fu 1.20 Fu * The allowable stress is based on the nominal body area before driving. ** Lower value for single shear, larger value for double shear. Table 1.3c Historical AISC Design Strength (ksi) for Rivets - LRFD* AISC Spec. Year 1986 Type of Rivet Tension, Ft A502 Grade 1 A502 Grade 2 or 3 33.8 45.0 Shear, 4F v 1993 1999 A502 Grade 1 A502 Grade 2 or 3 33.8 45.0 23.4 31.2 18.8 24.8 A502 Grade 1 A502 Grade 2 o 3 * Stress on nominal body area before driving. 33.8 45.0 18.8 24.8 Bearing, 4F 1.80F,.•••'. i •i.$OFU •••• •• • ••• • „„1.1.30 Fu •••il480Fu •• • •••• }80 F•••••• •41'1.80 Fu •••• 14 • • OA Aka • • • • • - • • • • • •• • • • • •• • • •••• e • •••• • • • *1 DOUGLAS WOOD & ASSOCIATES, INC. STRUCTURAL ENGINEERS 299 ALHAMBRA CIRCLE E SUITE 210 CORAL GABLES, FLORIDA 33134 (305) 461-3450 1 FAX (305) 461-3650 DESIGN CALCULATIONS JOB SI-6We= r 772.-117" SHEET NO. 2 CALCULATED BY /I V CHECKED BY DATE SCALE OF DATE °�/z2A6" PRODUCT 2U4-1 profs Shells) 20.5-1 (Paddel) r DOUGLAS WOOD & ASSOCIATES, INC. STRUCTURAL ENGINEERS 299 ALHAMBRA CIRCLE $ SUITE 210 CORAL GABLES, FLORIDA 33134 (305) 461 -3450 $ FAX (305) 4613650 DESIGN CALCULATIONS JOB sfid(f 77-1c/r7726 SHEET NO. OF CALCULATED BY /1.'i t7 DATE ifiA ©C/2. Z/06 CHECKED BY DATE SCALE • • • • • •••••• •••••• •••• • ••••• • • •• ••i .... .._..._i.. •••••• • • • • ............ .b•.. • • • • • • • ••• • • •••• • * •. •• •••• • •S•• • ,_• • •• • ••••i • ..__..•....... •••• ..._•..._. • -i•. •• • ••• . • • •••S•• • • ••s•••. • •• ••••• ■ • • • • •r•••• • • • PRODUCT 204.1 Reda Sheets) 205-1 (Padded) 4 . f DOUGLAS WOOD & ASSOCIATES, INC. STRUCTURAL ENGINEERS 299 ALHAMBRA CIRCLE SUITE 210 CORAL GABLES, FLORIDA 33134 (305) 461 -3450 1 FAX (305) 461-3650 DESIGN CALCULATIONS JOB SHEET NO. 5/-/o et-4i 77//e' /9- -fee- OF -) CALCULATED BY /WI DATE ,26722/06-- CHECKED BY DATE SCALE PRODUCT 204-1 (Single Sheets) 205-1 (Padded) • • • • • • •• • •••• • • •••• • • •• •• • • • •' • • • • • •• •••• • •••• • ••• • • • •• • ••■• 0000 • • • •• • • •••• •••• •••• • : • •. •• • •00.00 • • 000000 • • ••••• • • ••••• •0.000 • • • • • • 0000•• • • •• DOUGLAS WOOD & ASSOCIATES, INC. STRUCTURAL ENGINEERS 299 ALHAMBRA CIRCLE II SUITE 210 CORAL GABLES, FLORIDA 33134 (305) 461-3450 FAX (305) 461-3650 DESIGN CALCULATIONS JOB SHEET NO. CALCULATED BY 711 V ( OF DATE &K/2 71104 CHECKED BY DATE SCALE 111;1 '1-16--Paft.44(ef PRODUCT 20(1.1 (Single Sheets) 205-1 (Padded) amomMi ma* • • • • • • • • • • • • ; • • . • • • 4-4 e• • (tl, • * • • • • • • • • .... *** • • ; • • • •• • DOUGLAS WOOD & ASSOCIATES, INC. STRUCTURAL ENGINEERS 299 ALHAMBRA CIRCLE 1 SUITE 210 CORAL GABLES, FLORIDA 33134 (305) 461-34501 FAX (305) 461-3650 DESIGN CALCULATIONS JOB ,cx4(er5 77 /r SHEET NO. CALCULATED BY /11 VI OF DATE 9C/23/g 0 CHECKED BY DATE SCALE 4 1 Po 71j ... • ....... f ... • • • • 1 s • .•i••• • •••••• •tt•• tit •••• ..0.01.• • . •• ••: oi,*•••• • • ,• •I • • . ' • • • • •• • •••• * • •••• • •*41 ... ... .. •• .. P800=294-I (Single Sheets) 205-1 (Padded) • • • ('Th o m a s) THE SHORE THEATER PROJECT: THE SHORES THEATER N -r —� DRAWN BY: SCOTT J START DATE: &22-� PRODUCT: SUPERTRUSS 12 X 12 ! ALL DIMS ARE N mm UNLESS SEATED POSD'WN TOLERANCE: +1- 1.Omm SCALE: DRAWINGTiTLE: D0 NOT SCALE ANGULAR TOLERANCE: +1- 0.15° TWIST sr NTS TRUSS GRID Gc JM* THOMAS ENGINEERING 1 IF IN DOUBT ASK SQUARENESS TOLERANCE; +i -1.Omm aaeessw GENERAL ARRANGEMENT ■ THIS DEANNE/DOCUMENT IS COPYRIGHT AND THE PROPERTY OF JAMES THOMAS ENGINEERING. IT MUST NOT BE COPIED IN WHOLE OR IN PART, USED FOR MANUFACTURE, OR OTHERWISED ENCLOSED WITHOUT THE WRITTEN CONSENT OF THE PROJECTION No. 1 B1261 2 B12084 PART No. DWG No. B1261 DESCRIPTION 3 4 5 B1262 B1208 B1204A B12084 91262 91208 B1204A SUPERTRUSS 12 X 12 -10' SECTION SUPERTRUSS 12 X 12 - 7' SECTION SUPERTRUSS 12 X 12 - 8' SECTION SUPERTRUSS 12 X 12 - SQUARE SUPPORT PLATE SUPERTRUSS 12 X 12 - 3 WAY GATE PLAN VIEW. • • • • • • • • • • • • • • • • :•• • • • • ••• • • • • •• • : • • • ••• •• ••• • • • • • ::SIRE ELEVAT'N VIE • I • • ••• • • • • • -•a • • - :•_ •i • • �. • S•_•• • ••• • • 330.2 [1' -11 wl support plates QTY 14 10 6 30 DRAWING No THE SHORES THEATER SHEET No. 01 OF 01 OF THIS DOCUMENT MADE BY ANY METHOD MUST INCLUDE A COPYOPTHRI LEGEND. NOTES 1. MATERIAL: ALUMINLI,46 1 =T6r 2 FIINSHJIATURAt UNLESS STATED. 1ALL SHARP EDGES TO BE REMOVED. 4. FOR SCOLLOP DETAILS REFER TO DWG100723 5. FOR WELD SPECIFICATIONS REFER TO DWG 100476 3 WAY GATE ‘'•.SQ. SUPPORT PLATE /' END ELEVATION VIEW �`r E' - 2387.6 [7'-101 40 4 !gapes 2997.2 [9' -101 - typ4areas 1 • A R R - Q — a _ 1 1 1 1 c,- 1 1 1 1 SL'I...P... PJ...'.1. .=111 111. CS�1:=112S =1:=ZI 11==2!112:21:21Iti smog= E;nun ie_tommI 5131.0 [16' -101 • • typ 8 areas • - 1 1 1 i • 1 �.�••••• • : : *•••• 11 b d N d u u A . • : — - 1 ❑ ■mommlYI. 7T CZ, Y'= INCUJIIMMIIIIMINIII IMMlimaCotot No ',mom• PLAN VIEW. • • • • • • • • • • • • • • • • :•• • • • • ••• • • • • •• • : • • • ••• •• ••• • • • • • ::SIRE ELEVAT'N VIE • I • • ••• • • • • • -•a • • - :•_ •i • • �. • S•_•• • ••• • • 330.2 [1' -11 wl support plates QTY 14 10 6 30 DRAWING No THE SHORES THEATER SHEET No. 01 OF 01 OF THIS DOCUMENT MADE BY ANY METHOD MUST INCLUDE A COPYOPTHRI LEGEND. NOTES 1. MATERIAL: ALUMINLI,46 1 =T6r 2 FIINSHJIATURAt UNLESS STATED. 1ALL SHARP EDGES TO BE REMOVED. 4. FOR SCOLLOP DETAILS REFER TO DWG100723 5. FOR WELD SPECIFICATIONS REFER TO DWG 100476 3 WAY GATE ‘'•.SQ. SUPPORT PLATE /' END ELEVATION VIEW �`r Permit PE Tax Folio# 11-3206-013-22411 NOTICE OF COMMENCEMENT State of Florida County of Dade The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Section 713.13 F.S., the following information is provided in this Notice of Commencement 1111111111111111111111111111111111111 1 1111111 CFN ` . a06R0 e7c9 23 OR Bk 24719 Ps 4102; tips) RECORDED 07/14 /2006 12 :24 :20 HARVEY RUVINe CLERK OF COURT MIAMI—DADE COUNTY FLORIDA LAST PAGE Legal Description of, Property: The W e s t 73.00 f e e t o f Lots 3 and 4, and L o t 5 less the South 19.71 f e e t t t am above this l i re moved torero office use) (o attach legal descdpflon) of the East 49.67 feet and less the North 4.92 feet of the East 57.00 feet thereof, all in Block 17, AMENDED PLAT OF MIAMI SHORES, SECTION 1, as recorded In Plat Book 10, at Page 70, of the Public Records of Dade County, Florida Subdivision: N/A Street Address:9806 NE 2mi Avenue, Miami Shores, FL 33138 (dutiable) General Description of Improvement construction management Property Owner Name . Mailing Address and Interest in Property Name and Mailing Address and Fee Simple Titleholder (If other than casnet) Contractor Name & Address Max Sout sbucdion, Inc. 13203 Northeast 1651 Avenue North Miami, FL 33161-4485 If Surety Bond, Name and Address of Surety and Bond Amount • (copy of bond mast be attached to this Notice at fans of reoonfmg) Lender Name and Address (�a The PlayGround Theatre 9806 NE 2nd Avenue, Miami Shores, FL 33138 99 year lease n/a n/a n/a n/a Persons within the State of Florida (names and addresses) designated by property owner upon whom Notices or other documents may be served as provided by Section 713.13(1)(A) 7., Florida Statues: Oleg Kheyfets, The PlayGround Theatre, Inc. 9806 NE 2nd Avenue, Miami Shores, FL 33138 In addition to himself, Owner designates Zannah Mass of The PlayGround Theatre, Inc., 9806 NE 2nd Avenue, Miami Shores, FL 33138 to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(B), Florida Statues. Expiration date of this Notice: (expires 1 year from date recorded unless a different date is seeded) Owner Signature: Printed Name: Oleg e ets SWORN TO 0 SUBSCRIBED bef day of Signature of No Printed Name• (affix seat) me this 3 l�l It ff '� a •:�7��I /it Jorge Avefioff •My Commission D0218246 Na "a4t' Expires June 16, 2007 Rehan Racaded Doamaerdd b: STATE OF FLORIDA, COUNTY OF DAD the I HEREBY CERTIFY that this is a true op hey of ,r,grnaf tiles thns off' on ay A 0 20 :cial Seal. l annah MOS •f7�+�y •VV 4/,a�� Precording autos use' tr u 331,38 DOUGLAS WOOD & ASSOCIATES, INC. ❑ STRUCTURAL ENGINEERS 299 ALHAMBRA CIRCLE D SUITE 210 MTUM 1 CORAL GABLES, FLORIDA 33134 OCT Q 2006 (305) 461 -3450 FAX: (305) 461 -3650 BY: --------- ----- - --m-- STATEMENT OF INSPECTION August 29, 2006 Village of Miami Shores Building Department 10050 N.E. 2nd Avenue Miami Shores, Florida 33138 Reference: Playground Theater 9806 N.E. 2nd Avenue Miami Shores, Florida Permit No. LL06 -1806 Gentlemen: We, Douglas Wood & Associates, Inc., having performed inspections for the additional steel connections for the primary existing roof trusses for the Playground Theater, hereby state that to the best of our knowledge and belief, the construction of the steel connections is in substantial accordance with the structural drawings (sheets S1.01 and S2.01, dated 07/05/06) and the Florida Building Code. Sincerely, DOUG D & ASSOCIATES, INC. Douglas Wood, P. E. President P. E. #32092 Encl: Inspection Log AFFIRMATIVE ACTION / EQUAL OPPORTUNITY EMPLOYER EB 6353 UVUCiLAS WVVU & ASSOCIATES, INC. 0 STRUCTURAL ENGINEERS 299 ALHAMBRA CIRCLE 0 SUITE 210 CORAL GABLES, FLORIDA 33134 (305) 4613450 FAX: (305) 461 -3650 WWW.DOUGLASWOOD.BIZ tftl.(.16'G'&" d-¢ 0L4404141 0 6fLE�7 BUILDING & ZONING DEPARTMENT INSPECTION LOG Project PLAYGROUND THEATRE Address: 9806 N.E. 2ND AVE. MIAMI SHORES, FLORIDA Permit Number: G G 06 '/g 06 Inspector's Name: DOUGLAS WOOD & ASSOCIATES. INC. Owner. ! 1ry6 t1. '4.egar" TH r /Mg.- Contractor hater l-t1eZe(S /Si S %4 S6 2-1". 5. AD inspections performed by the Inspector under the above permit must be logged -in on the same day of the inspection on this form. A separate log is to be maintained for each building and must be displayed in a convenient lotion on the site for reference by officials of the Building and Zoning Department. These completed log forms must be submitted to the Building Inspector upon the completion of the building. Inspection Date: 912.1/0C Time: 8= Cir Weather. A"//Y Temp.: $1 vP Present at Site: T &' /PY /1/". Construction Phase: 1d'' U P fn's 0 r 7 ?VtS items Observed & Location: civil/we c.`74,Y( i4T 6W's A.vu ,v /'om'T e► P 3 Peter-rd- A! /YO217-1 c) a F *la I.- 14/4 Discrepancies: Wet vJ /Ye L-v T ci a c 8zvJi'/c D , Ti�rc�✓ Pe - /'P rc' So, vie 1 Lar dAre 4 LIME D /PPtcre 4(T , 'i'1 G?2411"74,10f J 17- Sit t Ok Remedies: 8? (/I Wert . O ,f W TH fT e L &rds/ f vfrt G c ere- /rfPC C r W�fc N TI-1r5 IS ©i'vc -- (IA/4cv0e-o i +i ,vr) FLORIDA STRUCTURAL P.E. No. 32092 PAGE 1OF a INSPECTOR'S FIELD EPRESENTATIVE AFFIRMATIVE ACTION 1 EQUAL'OPPORTUNITY EMPLOYER EB 6353 DOUGLAS WOOD & ASSOCIATES, INC. ! 299 ALHAMBRA CORPA GABLE 3O 5 461.3450 WWW.DOU C RUCTURAL ENGINEERS CLE C SUITE 210 FLORIDAr33134 : (305) 461 -3650 SWOOD.BIZ OF MIAMI SHORES BUI ING & ZONING DEPARTMENT INSPE . ION LOG Project PLAYGROUND THEATRE Address: 9806 N.E. 2ND AVE. 4AIAMI SHORES. FLORIDA Permit Number. LL B E Inspector's Name: DOUGLAS WOOD & ASSOCIATES. INC. Owner The PlayGround Theatre, Inc Contractor. kU c7 HArr i ,ow .j9q .f"d 27"6 ` AU inspections performed by the Inspector under the above permit must be logged -in on the same day of tilie inspection on this form. A separate log is to be maintained for each building and must be displayed in a convenient location on the site for reference by officials of the Building and Zoning Department. These courted log forms must be submitted to the Building Inspector upon the completion of the building. Inspection Date: 1 Z Time: Y5 Weather: 4, r d L'P)' Tem r :: a * $ Present at Site: / -7� t vY /VY Construction Phase: elding of roof truss Items Observed & Location: Connections at ends and midpoint of 3 trusses t north end of building. r/ /_ ./ %,A111/Ar__. D • iscrepancies(l /71DdtOr Me ;TR is i? Afts.rkes cresie ' OP 7Hj L,/ ZL7 7-1-14t- cyrecwoef Astir Yv?< 2 et Grl G ill" ?,t/ ee''s- Arers.e, earl DOUG (f- W' cLORIDA ST U TURAL P.E. No. 32092 • TIVE ACTION / EQUAL OPPORTUNITY EMPLOYER PAGE R.tOF o2 INSPECTOR'S FIELD REP ES 8353 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 01/03/2007 Inspector: Grande, Claudio Owner: YEHEZBEL, HAIM Job Address: 9806 2 Avenue NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: MAX SOUTH CONSTRUCTION Permit Type: Residential Construction Inspection Type: Special Inspection Letter Work Classification: Alteration Block: Phone Number Parcel Number 1132060132241 Lot: Phone: (305)891 -0880 Building Department Comments INSTALLATION OF NEW TRUSS SYSTEM TO SUPPORT THEATRICAL RIGGING ABOVE EXISTING STAGE JAN 0 4 2007 DTI . Inspector Comments See Special inspectors letter on the inspections of the truss system. 1/3/07 CG. Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Wednesday, January 3, 2007 Page 1 of 1 { 3 DOUGLAS WOOD & ASSOCIATES, INC. ❑ STRUCTURAL ENGINEERS 299 ALHAMBRA CIRCLE ❑ SUITE 210 CORAL GABLES, FLORIDA 33134 (305) 461 -3450 FAX: (305) 461 -3650 STATEMENT OF INSPECTION Village of Miami Shores Building Department 10050 N.E. 2nd Avenue Miami Shores, Florida 33138 Reference: Playground Theater 9806 N.E. 2nd Avenue Miami Shores, Florida Permit No. LL06 -1806 Gentlemen: IIECUMET 'En OCT 0 4 2006 ilju BY: August 29, 2006 We, Douglas Wood & Associates, Inc., having performed inspections for the additional steel connections for the primary existing roof trusses for the Playground Theater, hereby state that to the best of our knowledge and belief, the construction of the steel connections is in substantial accordance with the structural drawings (sheets S1.01 and S2.01, dated 07/05/06) and the Florida Building Code. Sincerely, DOUGLAS WO9 & ASSOCIATES, INC. Douglas vv6od, President P. E. #32092 Eno!: Inspection Log `"e9E,vei, SEp t 5 2006 MAX SOUTH AFFIRMATIVE ACTION / EQUAL OPPORTUNITY EMPLOYER EB 6353 UVUtiLAS WVVU & ASSOCIATES, INC. ❑ STRUCTURAL ENGINEERS 299 ALHAMBRA CIRCLE 0 SUITE 210 CORAL GABLES,. FLORIDA 33134 (305) 461 -3450 FAX: (305) 461 -3650 W W W.DOUGLASWOOD.BIZ OF BUILDING & ZONING DEPARTMENT INSPECTION LOG Project PLAYGROUND THEATRE Address: 9806 N.E. 2ND AVE. MIAMI SHORES. FLORIDA Permit Number. 16 06 --1g 06 Inspector's Name: DOUGLAS WOOD & ASSOCIATES. INC. Owner l 1-16 X4.42 d4-0 7H(42e/ 'I/VG Contractor JWIZT i4 / ?f lli1 £2'4 S6 2 .2 AU inspections performed by the Inspector under the above permit must be logged -in on the same day of the inspection on this form. A separate log is to be maintained for each building and must be displayed in a convenient location on the site for reference by officials of the Building and Zoning Department These completed tog forms must be submitted to the Biding Inspector upon the completion of the building. Inspection Date: 8/2-1/0C Time: 3:41.0 Weather 4'I+W Temp.: $ Z yr Present at Site: Tammy /VY Construction Phase: WeQ,1#4 OP /d c %''t/SS items Observed & Location: G 40ted c'7 ®r( ,47- L'/✓VJ" Amy ," i© t'OM'r 3 rekrsd',c , r /YOtpT -( E/vv O F JCIILO /rvG Discrepancies: 'e . OS /Wel> To 8c 8etvJi* O / 'File"' Pei- 4' 5O,1 IA/6CW DdAce L 17TLE D /fl €" 'v P-ee€, 1 A22Q me-gf a ur Sit CZ od( 49•■3c.17y� Remedies: N vl L/ Wirt O t Wi Q?dsb W( -4 ere - rfc-c j vf/Kk.-w 7-1- R i s D O,V c (mit c a er. Pig -i er) DOU ra :, • .E. FLORIDA STRUCTURAL P.E. No. 32092 PAGE I OF t/` INSPECTOR'S FIELD=ENTATIVE AFFIRMATIVE ACTION t EQUAL OPPORTUNITY EMPLOYER EB 8353 DOUGLAS WOOD & ASSOCIATES, INC. Li 299 ALHAMBRA C COR1L GABLE (3051 461.3450 WWW.DOU RUCTURAL ENGINEERS CLE v SUITE 210 '„ FLORIDA33134 :(305)461 -3650 SWOOD.BIZ VU .GIW-OF MIAMI SHORES BUIL1 INSPEC1 )ING & ZONING DEPARTMENT ON LOG Project PLAYGROUND THEATRE Address: 9806 N.E. 2ND AVE. MIAMI SHORES, FLORIDA ,�T /�/ Permit Number: �'G� Inspector's Name: DOUGLAS WOOD & ASSOCIATES. INC. owner._The PlayGround Theatre, Inc Contractor: J(V'f 1 / t rr i, 49 . 4 ,ice 2.� All inspections performed by the Inspector under the above permit must be logged -in on the same day of`the inspection on this form. A separate log is to be maintained for each building and must be displayed In a convenient location on the site for reference by officials of the Building and Zoning Department. These comp ted tong forms must be submitted to the Building Inspector upon the completion of the building. Inspection Date: t/Z iOG.Time: $: q5' Weather: 4‘. d PP, Temp.: a v Present at Site: / l' A/i JVYdr Construction Phase: Welding of roof truss Items Observed & Location: Connections at ends and midpoint of 3 trusses north end of building. OscrepanciesOMPAO r1Y -ret/ui�' ,titfs.W4 S o t'i aP 7 - L .l.� 1-We- O'Y4�K/�(1i�' .gtw' fd' $etA.t4 Grt I(/✓4 4 r z$ . C i'7 $ ,c 2cs— ov rs, ' 'iv Carr tt&O. DOUG rS ,P.E. FLORIDA S RUCTURAL P.E. No. 32092 PAGE ;OF INSPECTOR'S FIELD REP f S RITATIVE TIVE ACTION / EQUAL OPPORTUNITY EMPLOYER EB 8353