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BP-04-744Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phony: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 03/17/2006 Inspector: Grande, Claudio Owner: OMENACA, CARLOS Job Address: 9300 BAYSHORE Drive N Miami Shores Village, FL 33138- Project: <NONE> Block: Contractor. ALL PRO CONSTRUCTION & DESIGN INC Permit Type: Imported Permit Inspection Type: Final Work Classification: Addition Phone Number 305/756 -0839 Parcel Number 1132050270130 Lot: Phone: 954 - 439 -0359 Building Department Comments Friday, March 17, 2006 Page 1 of 2 /70- Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Friday, March 17, 2006 Page 1 of 2 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. et' O"f. soli/TAX FOLIO NO. 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. 1. Le I description of property and street/address: 111111111111111111111111111111111111111111111 C FHa 20i l5R0679607 ' OR Bk 23527 Ps 4876 (1t3s) RECORDED 06/30/2005 10 :11:37 HARVEY RUVINP CLERK OF COURT MIAMI-DOE COUNTY+ FLORIDA LAST PAGE 2. Description of improvement: 4647 « _ r A-44- , 3. Owner(s) name and address: e6IL4- 4s Oa -.e "AK f3 Oa Oa -r( rr 7 Interest in property: Name and address of fee simple titleholder. 4. Contractor's name and address: Feo atc � f 0 et) i"d- . - S T' 1, j" 4 L� ,FC. 33 / 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: #4//¢ 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 Lienor'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 ifferent date is specified) Signature $f Owner Print Owners Name 1 l U 1_Jr '. OS rq- Prepared by day of -3 Cs teNz . 2O. Sworn to and subscno Notary Puoii:: Print Notarv's Name My commission expire:: Doris Caroline Riva, ,z),1$4.11%''',,, Commission #DD287189 9, o�� Expires: Mar 17, 2008 '��" „�� Atlantic Thru Co, Inc. /MATE OFCFLORIDA, COUNT OF DADE - ed on this Wax an dayAf Ess racy band anal, Official Sea& —'�-�- R N`�',�T'�.�6rcncurl Adaress: '- 1 0 Cries - Ei1 S tea- h(- 33 e:5 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 iftja, 7(1 Permit No. Master Permit No. Permit Type (circle)( Building �n Electrical Plumbing Mechanical Roofing Owner's Name (Fee S. +Ie Titleholder Bd �'� li� tofi7 Phone # C Tenant/Lessee Name " State o Zip Phone # Job Address (where the work is being done) City Miami Shores Villa:e County Miami -Dade Is Building Historically Designated YES NO 00 4 . J/rnty.}0 qtr„ Contractor's Company Con City Qualifier Zip Ullt, ISLCill4°411 kOk Phone # ,j V/ State Certificate or Registration No. t,4 Certificate of Competency No. Architect/Engineer's Name (if applicable) $ Value of Work For this Permit Type of Work: Describe Work: Square Footage Of Work: Addition DAlteration []New ❑ Repair/Replace ❑ Demolition vitimmusumilimur iralmassiti * * * * * * * * * * * * * * * ** * ** * * * * * pps * * * * * * * * * * * * * * ** *eft * * *** * * * * * ** 5 ----- Submittal Fee $ Permit Fee $ Notary $ Training/Education Fee $ Scanning $ Radon $ Zoning CCF $ Technology Fee $ Bond $ CO /CC. Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Conpany'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 Al'14I DAVIT: 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 ENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a conditi promise in good f whose property is for the first inspe inspection will no Signature th that a cop ubject to attac on whi appr to the issuance of a building permit with an estimated value exceeding $2500, the applicant must the notice of commencement and construction lien law brochure will be delivered to the person ent. Also, a certified copy of the recorded notice of commencement must be posted at the job site s seven (7) days after the building permit is issued In the absence of such posted notice, the a reinspection fee will be charged or Ag nt The foregoing instrument was acknowledged before me this day of ,20`. by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 , by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print My Commission Expires: APPLICATION APPROVED BY: Chc 05/13/03 My Commission Expires: * * * * * * * * * * * * * * * * * * * * * ** f * * * * **.*. * * * * * * */' * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer . Zoning DA'fl .'' `l '2"1 RECEIVED FROM l..�, :: a� O RENT # n ACCOUNT PAYMENT BAL. DUE /x >- 41-4- DoLLARs C..JORDER 1.014L 1182 777 S.W. 12th Avenue Pompano Beach, FL 33069 (954) 786 -8800 — Project Information: Name: OMENACA RES Address: 9300 NORTH BAYSORE Clty, State, Zip: MIAMI SHORE, FL GENERAL TRUSS ENGINEERING CRITERIA & DESIGN LOADS: Building Code & Chapter Fec 2.0e) Computer Program Used: VIEW by Alpine Gravity: 'b P 0 psf Roof Total Load 1Gravity: Ai. A psf Floor Total Load Wlnd: 14 d mph from ASCE` 7_9f3 code (e.g. ASCE 7) This package includes 42 individual truss design drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this Index Sheet conforms to 61G15-31.003, Section 5 of the Florida Board of Professional Engineers Rules. .may .. •.7 4 �! 2 H15A 08/03/04 3 H13 08/03/04 4 H15 08/03/04 5 H7A 08/03/04 6 H9 08/03/04 7 H11 08/03/04 8 T1 08/03/04 9 H7 08/03/04 10 T1A 08/03/04 11 HSC 08/03/04 12 HSB 08/03/04 13 HSA 08/03/04 14 S1 08/03/04 15 HS7 08/03/04 16 HS9 08/03/04 17 HS11 08/03/04 18 C7C 08/03/04 19 C7 08/03/04 20 C7B 08/03/04 21 C7A 08/03/04 22 C7D 08/03/04 23 C7E 08/03/04 24 J7 08/03/04 25 JS7 08/03/04 26 JS 08/03/04 27 J5 08/03/04 28 J5A 08/03/04 29 J5D 08/03/04 Note: The seal on this Index Sheet indicates acceptance of professional engineering responsibility solely for the truss design drawings listed below and attached. The suitability and use of each component for any particular building is the responsibility of the building designer, per ANSI/TPI 1 -1995 Section 2. Truss Design Engineer's Name: Morris A. Shashoua License #: 19544 Address: 11295 Lakeview Drive, Coral Springs, FL 33071 8- 3 -0Y. o. Truss ID 30 J5C Date 08/03/04 31 JS5 08/03/04 32 J5E 08/03/04 33 J3 08/03/04 34 J3D 08/03/04 35 JS3 08/03/04 3p J3C 08/03/04 37 J3A 08/03/04 38 J3E 08/03/04 39 J1 08/03/04 40 J1A 08/03/04 41 JS1 08/03/04 42 J1C 08/03/04 HomeBASE by Alpine Page 1 of 1 Job:(40558) ALL PRO -OMENACA RES / H13A / THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRS LAYOUT Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Deflection meets L/360 live and L/240 total Toad. 4X6(A2) 12 5 p 13' 3X4 146 mph wind, 12.95 ft mean hgt, ASCE 7 -98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL =5.0 psf. Components and cladding wind pressures considered for uplift callouts. 5X6 \J 6X6 13' 3X4 4X8(A2) 0 rn 1.5X4 4X8 4X4 31•4° Rv= =1782# U =1126# Wreq =1.780 °MIN LEFT JIG = 14'2 "10 TAG = T10 PLT. TYP: WAVER Custom&signed Trots Co. 777 831V. 12th Avenue Pompano Beach FL 33069 Phone: 954 - 7884800 Fax 954 - 7688804 31'4° 3X4 1.5X4 FBC/TPI2002(STD) Cq/RT =1.00(125}/10( 0) QTY =1 TOTAL= 1 7 aygNINQ`. TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANOUNG, SHIPPING, INSTAWNG AND BRACING. T(l BC511 03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY SHIPPING, PLATE INSTITUTE, 583 D'ONOFRIO DR., SURE 200, MADISON, WI. 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDUNG, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPUCABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20118116GA (W,HISJK) ASTM A653 GRADE 40760 (W,KIH,S) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSRWN PER DRAWINGS 160A -Z. ANY MAURICE A. SHASHOUA, P.E., IN( INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1 -2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT1 295 Lakeview Drive DESIGN SHOWN. THE SUITABIUTY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE Coral Springs, 33071 BUILDING DESIGNER, PER ANSUTPI 1 SEC. 2. /53-1958 ,0001131111111/1014„, F. Rv=1801# U =1181# W 1.819"MIN NO. 18554 a REV. 7.02.0527.11 I [ IAr� OF ir 1V isirrr,P,Rlltios' 5Late of Florida Registered Engln RIGHT RAKE = 4 "5 RIGHT JIG = 14'2 10 SEQ = 11540 SCALE = 0.2528 TC LL TC DL BC DL BC LL ger TOT.LD. 30.0psf 15.Opsf 10.0psf 0.0psf 55.Opsf REF DATE 08-02 -2004 DRWG O/A LEN. 310400 .DUR.FAC. 1.33 SPACING 24.0" TYPE hips Job:(40558) ALL PRO -OMENACA RES / H15A 1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRS LAYOUT Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs2x4SP#3 (A) Continuous lateral bracing equal spaced on member. Or 1x4 °T° brace. 80% length of web member. Same species & grade or better, attached with 8d nails (4) 6 OC. 15' 1 14" I T3 5X5 6 146 mph wind, 13.37 ft mean hgt, ASCE 7 -98, CLOSED bldg, not low within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL =5.0 psf. Components and cladding wind pressures considered for uplift callouts. Deflection meets U360 live and L/240 total Toad. 15' LEFT JIG = 16'4"9 TAG = T11 PLT. TYP: WAVE/R FBC)TP12002(STD) Cq/RT =1.00(1.25y10( 0) QTY= 1 TOTAL= 1 • &attam Teas Go. 777 LW. 12th Avenue Pompano Beach, FL 33069 Phone: 954-786-8800 Fax: 854-78848804 �+A�RNNI�NNaam TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDUNG, SHIPPING, INSTALLING AND BRACING. REFERTOBCSI 1-03 BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) AND WrCA (WOOD TRUSS COUNCIL OF AMERICA, 8300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. INC., SSH SHALL OT BE FURNISH COPY OF RESPONSIBLE FOR IANY DEVIATION FROM THIS DESIGN; ANY FAIWRE TO BUILD ENGINEERED IN CONFORMANCE WITH TPI; OR FABRICATING, HANDUNG, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 2W18N6GA (W,H/S/K) ASTM A653 GRADE 40160 (W,K/H,S) GALV. STEEL APPLY PLATES TO EACH FACE OF TRUSS AND, UNI FcR OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 180A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1 -2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSItTPI 1 SEC. 2. e Rv =1801# U =1159# W 1.819"MIN a + +`,1aaa a a t l p 1 l i I t U J ry r t7 j l rr,P`'f'A J ° NO.195l5�4 = REV. 7.02.0527.11 "y ; sTAPE O1- ' E:e " TC LL 4° :70NAL 000.0 as BC DL � °tjrtrarnree�eutt' � BC LL ate of Florida Registered Engin r r'OT.LD. ( AURICE A. SHASHOUA, P.E, IN 1295 Lakeview Drive LoLrat Springs, FL 33071 05) /bJ -1966 10' RIGHT RAKE = 4 "5 RIGHT JIG = 16'4"9 SEQ = 11595 SCALE = 0.2528 30.0psf 15.Opsf 10.0psf 0.0psf 55.0psf REF DATE 08-02 -2004 DRWG 0/A LEN. 310400 .DUR.FAC. 1.33 SPACING 24.0" TYPE hips Job:(40558) ALL PRO - OMENACA RES / H13 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Deflection meets U360 live and L/240 total load. 12 5 13' 5'4" 146 mph wind, 12.95 ft mean hgt, ASCE 7 -98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Components and cladding wind pressures considered for uplift callouts. 5X6 13' LEFT JIG = 14'2"10 TAG = T34 PLT. TYP: WAVER Rv=2166# U =1294# Wreq'2.188 °MIN FBC1TPI2002(STD) Cq/RT =t00(1.25y10(0) QTY =1 TOTAL =1 f m/4004 TRUSSES REQUIRE EXTREME CARE IN RF TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INS ITITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI.53719) AND WrCA (WOOD TRUSS COUNCIL OF AMERICA, 8300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEIUNG. "IMPORTANT"' FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDUNG, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18N8GA (W,HJS/K) ASTM A853 GRADE 40/80 (W,K/H,S) GALV. STEEL APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 180A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1 -2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT1 DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSUTPI 1 SEC. 2. Uestssal Trues Co. 777 S.W.12th Avenue Pompano Beach FL 38088 Phone: 054- 788 -8800 Fax 854 - 768.8804 Gp�TIF /0,��.5p ,lS .G. Rv=432# U=388# Wreq =1.500 °MIN a NO. 18564 • REV. 7.02.0527.11 a • • 1 RIGHT RAKE = 4 "5 RIGHT JIG = 14'2"10 SEQ = 11567 SCALE =0.2528 TC LL TC DL BC DL BC LL 541-01-113. URICE A. SHASHOUA, P.E., INC 295 Lakeview Drive • wal Springs, FL 33071 30.0psf 15.0psf 10.Opsf 0.0psf 55.0psf REF DATE 08-02 -2004 DRWG O/A LEN. 310400 .DUR.FAC. 1.33 SPACING 24.0" TYPE hips Pas —lutes Job:(40558) ALL PRO -OMENACA RES / H15 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 (A) Continuous lateral bracing equally spaced on member. Or 1x4 T' brace. 80% length of web member. Same species & grade or better, attached with 8d nails @ 6" OC. 15' 1'4" 146 mph wind, 13.37 ft mean hgt, ASCE 7 -98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Components and cladding wind pressures considered for uplift cahoots. Deflection meets L/360 live and L/240 total load. 15' Rv =1003# 3=668# Wreq= 1.500 "MIN LEFT JIG = 16'4 "9 TAG = T36 PLT. TYP: WAVER Cud= Bawd Tnos 777 6.w. 12th Avenue Pompano Beach, FL 38068 Phone: 954- 786-5800 Far 854- 768.8804 31'4' Rv=2061# U =1183# Wreq=2.081 °MIN FBC/TP12002(STD) Cq/RT =1.00(1.25)/10( 0) QTY= 1 TOTAL= 1 INSTAU-ING AND REFER'TOBCSI 1-03 (BUILDING UCOMPON SAFETY INFORMATION), PUBLISHED F BY TPI (TRUSS PLATE INSTITUTE, BRACING. 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE W, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. CONTRACTOR. INC , SO AL NOT E FURNISH COPY OF RESPONS BLE F THIS DESIGN TO INSTALLATION FROM THIS IGN; ANY FAILURE TO BUILD TTHEDTRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDUNG, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AF&PA) AND TPI. ALPINE CONNECTOR 5 PLATES ARE MADE OF 20118/16GA (¢V,H/S/K) ASTM A653 GRADE 40/60 (W,K/H,S) GALV. STEEL APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 180A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1 -2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT1 DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBIUTY OF THE BUILDING DESIGNER. PER ANSI/TPI 1 SEC. 2. ,`tttptnt I I wrll,Jll,, 15'A syg0 , 0 / 0 5 1 F / 0 4 =,^ NO. 19564 Rv=499# U=431# Wreq= 1.500111IN REV. 7.02.0527.11 STATE 01- Cy = TC LL � EOFt6O.;: ' 1jjv'�. TC DL � es-F- ...%' 1'''.rl,` /VAL BC DL lllll/tnlnrrltttc+�� BC LL ate of Flarido Registered Engineer TOT.LD. \URICE A. SHASHOUA, PL, INC. 295 Lakeview Drive • rral Springs, FL 33071 u3) 753 —tft88 10' RIGHT RAKE = 4 "5 RIGHT JIG = 16'4"9 SEQ = 11588 SCALE = 0.2528 30.Opsf 15.Opsf 10.Opsf O.Opsf 55.Opsf REF DATE 08-02 -2004 DRWG O/A LEN. 310400 DUR.FAC. 1.33 SPACING 24.0" TYPE hips Job:(40558) ALL PRO - OMENACA RES / H7A THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 Dense :T2, T3 2x4 SP SS: Bot chord 2x4 SP SS Webs 2x4 SP #3 SPECIAL LOADS - (LUMBER DUR.FAC. 1.331 PLATE DUR.FAC. =1.33) TC - From 92 PLF at 0.00 to 92 PLF at 7.00 TC - From 92 PLF at 7.00t0 92 PLF at 24.33 TC - From 92 PLF at 24.33 to 92 PLF at 31.78 BC - From 20 PLF at 0.00 to 20 PLF at 31.33 BC - From 4 PLF at 31.33 to 4 PLF at 31.78 TC - 282 LB Conc. Load at 7.06, 9.08, 11.08, 13.06, 15.08 1627, 18.27, 20.27, 22.27 TC - 540 LB Conc. Load at 24.27 BC - 101 LB Conc. Load at 7.06, 9.06, 11.06, 13.06, 15.06 16.27, 18.27, 20.27, 22.27 BC - 934 LB Conc. Load at 24.33 7'0 12 12 5(j' 7 2 Complete Trusses Required NAILING SCHEDULE: (10d common_natis) TOP CHORD: 1 ROW @ 12° o.c. BOT CHORD: 1 ROW @ 12" o.c. WEBS : 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. 146 mph wind, 15.00 ft mean hgt, ASCE 7 -98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL =5.0 psf, wind BC DL=5.0 psf. Deflection meets L/360 live and L1240 total load. 2820 2870 2827 2820 2 2 -- -.4_.J 2 -- -- 2' H0714 1.5X4 B- T2 17'4" H0610 T3 H0714 7' 7' W2 W1 1.5X4 5X12 Rv =3821# U =2678# Wreq= 2.313 "MIN LEFT JIG = 7'8 "10 TAG = T40 PLT. TYP: WAVER 7'0"12 1016 2' t01Y 2'--2' 1018 101sT H0714 314 31''4" 2 n 104 -low 4X6 82 1.5X4 T v co io. 4X10(33) 10' 2' -2' 1016 FBCITPI2002(STD) Cq/RT =1.00(1.25)/10(0) QTY= 1 PLIES= 2 TOTAL= 21 1014 Cuatsm Iltsigntd Truce Co. 777 S.W. 12th Avenue Pompano &oath, Fr. 33069 Phone: 964 -786 -9800 Fas 961- 788-8804 REFER TO SCSI -1-711111B UILDING ue Po mpan SAFETY WINFFAXMC PUBUDUNG, BY LISSTIALLIA_ING4ND LATE INSTITUTE BRACING. 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) AND WTCA (W000 TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, W153719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED FURNISH SH CO OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, IMPORTANT" INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20118/18GA (W,H/S/K) ASTM A653 GRADE 40!80 (W,K/H,S) GALV. STEEL APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPI 1 -2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENTI DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSUTPI 1 SEC. 2. it 17 2' ---+- 2'0°12 1 1018 maw 0011111111I111174,14 to ; 7' 11 Rv=4567# U =3184# Wreq= 2.694 "MIN NO. 19554 g REV. 7.02.0527.11 SThTE QJ m.'••.�OA3t}�`-� , 40 . il.oinnwarlo""Ia nAaa ate of Florida Registered Engint M WR1 ta A. SHASHOUA, P.E, INC 1295 Lakeview [hive rrol Springs, FL 33071 ��05) tb.3- coo RIGHT RAKE = 4 "5 RIGHT JIG = 7'8 "10 SEQ = 12821 SCALE = 0.2528 TC LL TC DL BC DL BC LL �TOT.LD. 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf REF DATE 08-02 -2004 DRWG 0/A LEN. 310400 . DUR.FAC. 1.33 SPACING 24.0" TYPE hips Job:(40558) ALL PRO - OMENACA RES / H9 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Deflection meets 0360 live and U240 total load. 9' 13'4" 146 mph wind, 12.12 ft mean hgt, ASCE 7 -98, CLOSED bidg, not located within 4.50 ft from roof edge, CAT 11, EXP C, wind TC DL =5.0 psf, wind BC DL =5.0 psf. Components and cladding wind pressures considered for uplift catlouts. 9' 6 Rv=1800# U =120 Wreq= 1.818 °MIN LEFT RAKE = 4 "5 LEFT JIG = 9'10 "10 TAG = T2 PLT. TYP: WAVER FBC/TP12002(STD) Cq/RT =1.00(1.25y10( 0) QTY= 2 TOTAL= 2 1 Tm Co. 7778.W. 12th Avenue Pompano Beach, FL 39088 Phone: 954- 786$800 Fax 854-7868804 RM Ttl BCSI 1- 035(BUILD NG COMPONRENT SAFETYI W 0 RRMATION). P BUSHED BY TPIN(TRUSS PLATE INSTD�RT4ECING. 583 D'ONOFRIO DR. SUITE 200, MADISON, WI. 53719 AND WTCA D TRUSS COUNCIL OF AMERICA, 8300 ENTERPRISE LN, MADISON, WI 53719) FOR SFETY PRCTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY T" FURNISH S RIGID CEILING. COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, IMPORTANT" INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDUNG, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF &PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/S/K) ASTM A853 GRADE 40/60 (W,K/H,S) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 180A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I SHALL BE PER ANNEX A3 OF TPI 1 -2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. 4 Rv=1800# U =1200# Wrda 1.818 "MIN osoinnuoustrik 6C:„ ,1IF/0,� ; %.351. NO. 19554 "g REV. 7.02.0527.11 cl STATEv� '� to of Florida Registered Engin URICE A. SHASHOUA, P.E., INI. 295 Lakeview Drive ual Springs, FL 33071 TC LL TC DL BC DL BC LL I OT.LD. 1 RIGHT RAKE = 4 115 RIGHT JIG = 9'10 "10 SEQ = 11524 SCALE = 0.2510 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf 05) 753-1998- .DUR.FAC. 1.33 REF DATE 08-02 -2004 DRWG O/A LEN. 310400 SPACING 24.0" TYPE hips Job:(40558) ALL PRO - OMENACA RES / H11 1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs2x4SP#3 Deflection meets U360 live and U240 total load. 11' 5X5 9'4° 148 mph wind, 12.54 It mean hgt, ASCE 7 -98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL =5.0 psf, wind BC DL=5.0 psf. Components and cladding wind pressures considered for uplift caiiouts. 11' LEFT JIG = 12'0"10 TAG = T3 PLT. TYP: WAVER FBCITP12002(STD) Cq/RT =1.00(1.25y10( 0) QTY= 2 TOTAL= 2 t,1,00nuI tItJUItJf�`l r ,1.„ ptIFJC 'sip': ors. CustemDaiwted Trees Co. 7778.W.12th Avenue ^ Pompano Beach, FL 38060 Phone: 984 - 788.8800 Fax: 854- 788.8804 TRUSSES IN REFER�TCS' 1-03 (BUILDING NT SFE YORMIO), BY PLATE INSTITUTE, SUITE N COD O , A AN WTCA (WOOD TRUSS TPI (TRUSS ENTERPRISE W, MADISON, W153719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. CSO DESIGN CONTRACTOR. ID HED PRODUCTS, HALL T BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FARE TO BUILD ENGINEERED CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/1B/18GA (W,H/SIK) ASTM A653 GRADE 40/60 (W,K/H,S) GALV. STEEL APPLY PLATES TO EACH FACE OF TRUSS AND, UNI FAA OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1 -2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT1 DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. 5 Rv=1801# U =1191# W41.819'MIN NO. 19554 E REV. 7.02.0527.11 ATE OF r� a r° '�ONAi ' �� RIGHT RAKE = 4 "5 RIGHT JIG = 12'0"10 SEQ = 11528 SCALE = 0.2528 TC LL 30.0psf TC DL 15.0psf °darnnnt��lra.''` BC DL 10.Opsf BC B LL 0.0psf ate of Florida Registered Engine BC TOT.LD. 55.Opsf wURICE A. SHASHOUA, P E, INC DUR.FAC. 1.33 295 Lakeview Drive of Springs, FL 33071 753 -1988 SPACING 24.0" REF DATE 08-02 -2004 DRWG O/A LEN. 310400 TYPE hips Job:(40558) ALL PRO -OMENACA RES / T1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 (A) Continuous lateral bracing equally spaced on member. Or 1x4 'T" brace. 80% length of web member. Same species & grade or better, attached with Bd nails @ 6' OC. 3X4(A1) 12 5 15'8" 148 mph wind, 13.51 ft mean hgt, ASCE 7 -98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Components and cladding wind pressures considered for uplift callouts. Deflection meets L/360 live and L/240 total load. 15'8° l LEFT JIG = 17'1"4 TAG = T7 PLT. TYP: WAVER FBC/TPI2002(STD) Cq/RT =1.00(1.25)/10( 0) Rv=2179# U =1251# Wreq =2.201 "MIN QTY= 14 TOTAL= 14 " Guam Resigned Tnas Ce. 777 B.W. 12th Avenue Pompano Beach, FL 33069 Phone: 954- 780.8800 Fait 954- 786-8804 «WARNIN(ax TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDUNG, SHIPPING, INSTALLING AND BRACING. R CSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBUSHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE W, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THFaF FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ""IMPORTANT"' FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDUNG, SHIPPING. INSTALUNG & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPUCABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/18GA (W,H/S/K) ASTM A653 GRADE 40/80 (W,K/H,S) GALV. STEEL APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSmON PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1 -2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT 1 DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS 714E RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. 01g1tlt1N1tMf �4` Rv -425# U =388# Wreq= 1.500 "MIN A. 8114 y��i.• io NO.10554 t • a REV. 7.02.0527.11 41 CITAiE GF r E 91 °NAL ,.��''� ate of Florida Registered Engin AURICE A. SHASHOUA, RE., INC. 295 Lakeview Drive • •DUR.FAC. 1.33 al Springs, FL 33071 TC LL TC DL BC DL BC LL TOT.LD. 10' RIGHT RAKE = 4 "5 RIGHT JIG = 17'1 "4 SEQ = 12868 SCALE = 0.2528 30.0psf 15.Opsf 10.0psf 0.0psf 55.0psf SPACING 24.0" REF DATE 08-02 -2004 DRWG 0/A LEN. 310400 TYPE comn Job:(40558) ALL PRO -OMENACA RES / H7 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 Dense :T2, T3 2x4 SP SS: Bot chord 2x4 SP SS Webs 2x4 SP #3 SPECIAL LOADS -(LUMBER DUR.FAC =1.33 / PLATE DUR.FAC =1.33) TC - From 92 PLF at -0.56 to 92 PLF at 7.00 TC - From 92 PLF at 7.00 to 92 PLF at 24.33 TC - From 92 PLF at 24.33 to 92 PLF at 31.89 BC - From 4 PLF at -0.58 to 4 PLF at 0.00 BC -From 20 PLF at 0.00 to 20 PLF at31.33 BC -From 4 PLF at 31.33 to 4 PLF at31.89 TC - 537 LB Conc. Load at 7.06, 24.27 TC - 282 LB Conc. Load at 9.06, 11.06, 13.06, 15.08, 16.27 18.27, 20.27, 22.27 BC - 915 LB Conc. Load at 7.00, 24.33 BC - 101 LB Conc. Load at 9.08, 11.06, 13.06, 15.06, 16.27 18.27, 20.27, 22.27 5 12 7'012 T 28zo 2920 2' I 2 Z I 2' F I SS0615 c144 17'4" H0810 2 Complete Trusses Required NAILING SCHEDULE: (10d common nails) TOP CHORD: 1 ROW (41 12' o.c. BOT CHORD: 1 ROW 12 o.c. WEBS • 1 ROW © 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. 146 mph wind, 15.00 it mean hgt, ASCE 7 -98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL =5.0 psf, wind BC DL =5.0 psf. Deflection meets L1360 live and L/240 total Toad. 2848 2820 2'_ 2' 1 2'- 4+ --2' 3X4 530815 7' 7' 4X10(B3) 4.1 1.5X4 5X10 Rv=4797# U =3367# Wreq=2.830°MIN LEFT RAKE = 5'13 LEFT JIG = 7'8 90 TAG = T8 PLT. TYP: WAVER Cnttom Designed Tien Co. 7778.W. 12th Avenue Pompano Beach, FL 38068 Phone: 954-786 -8800 Fax 954- 766 -8804 7' 8158 2'0°12 2' --- -2' 10 1010 10,8 H0714 31'4" 31'4° 5X5 O 1.5X4 2 --�-I 2, -- 2' 1018 101 1019 FBCITPI2002(STD) Cq/RT =1.00(125)110( 0) QTY =1 PLIES= 2 TOTAL= 2 10 Mg W TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTANG AND BRACING. REFER TO BCS11 -03 (BUILDING COMPONENT SAFETY INFORMATION), PUBUSHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, W153719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THFSF FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. C STa ONS CONTRACTOR. N TS, IN, HALLT E RESPOBLE FOR ANY DEVIATIION FROM THIS DESIIANY FAILURE T UIW ENGINEERED HE TRUSS I CONFORMANCE WITH TPI; OR FABRICATING, HANDUNG, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPUCABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AF&PA) AND TPI. ALPINE CONNECTOR $ PLATES ARE MADE OF 20/181160A (W.H/S/K) ASTM A653 GRADE 40/60 (W,KIH,S) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1 -2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT? DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. --- 2'012 al 1018 91 ,`131111 LttUI 0111,1 , a„ 7' 9 *10' Rv=4798# U =3387# Wreq =2.830 °MIN ;®7;6 igIF /C+,;� 's�, c NO. 19554 ' "p REV. 7.02.0527.11 STATE vF 4'444; 70NAL L' namnraas ° TC LL TC DL BC DL BC LL to of Florida Registered Engine�eeLOT.LD. URICE A. SHASHOUA, PL, INC. 95 Lakeview Drive al Springs, FL 33071 us) /53 -198b RIGHT RAKE = 593 RIGHT JIG = 7'8 "10 SEQ = 12839 SCALE = 0.2493 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf REF DATE 08-02 -2004 DRWG 0/A LEN. 310400 DUR.FAC. 1.33 SPACING 24.0" TYPE hips Job:(40558) ALL PRO - OMENACA RES / T1A THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Deflection meets U360 live and U240 total load. 0 io 3X10(81) 41 12 5 15'8" 148 mph wind, 13.51 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL =5.0 psf. Components and cladding wind pressures considered for uplift callouts. 15'8" M io Rv=1762# U =1091# Wreq=1.780 °MIN LEFT JIG = 17'1 "4 TAG = T1 PLT. TYP - WAVE/R testes Designed Tnm Co. 777 B.W. 12th Avenue - Pompano Beach, FL 38089 Phan 954- 786 -8800 Fes 954- 786.880 Rv=1801# U =1146# W 1.819 "MIN ``,t%%% Uhtlitr11Iij, rrr '' +S.. !i• Syi1% r, NO.19554 REV. 7.02.0527.11 dime" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. STATE Ot. ; ;milkman SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, " �. 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE 4 '•,�10��>�Q•� /..4411 ` LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE (4� ,�S �� INDICATED, TOP CHORD SHALL HAVE PROPERLY MPERLYAATT' FURNISH RIGID CEIU OF THIS DESIGN TO INSTALLATION CONTRACT EOR ALPINE ENGINEERED R PRODUCTS, A f� +l •••' utya +��e*,`• INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN 1ldfnrAt CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR •tote of Florida Registered EngTn PLATES ARE MADE OF 20N8/16GA (VVyy H/S/K) ASTM A653 GRADE 40/60 (W.K/H,S) GALV. STEEL APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 150A-Z. ANY AURI( A. SHAS) JOUA, P.E., INC.. ON THIS INSPECTION OF PLATES DRAWING INDICATES ACCEPTANCE OF (I) SHALL ENGINEERING RESPONSIBIUTY SOLELY FOR THE TRUSS COMPONENT 11295 Lakeview Diile • DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE FL 33071 BUILDING DESIGNER, PER ANSI/ TPI 1 SEC. 2. � Dora) � 753-1986 Springs, F F FBC/TP12002(STD) Cq/RT =1.00(125y10(0) QTY= 4 TOTAL= 4 G TC LL TC DL BC DL BC LL TOT.LD. 10' RIGHT RAKE = 4 "5 RIGHT JIG = 17'1 "4 SEQ = 12883 SCALE = 0.2528 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf .DUR.FAC. 1.33 SPACING 24.0" REF DATE 08-02 -2004 DRWG O/A LEN. 310400 TYPE comn Job:(40558) ALL PRO -OMENACA RES / HSC THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs2x4SP#3 Calculated horizontal deflection is 0.21" due to live load and 0.18" due to dead load. 10'10•8 1'10" 148 mph wind, 12.51 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL =5.0 psf, wind BC DL=5.0 psf. Components and cladding wind pressures considered for uplift callouts. Deflection meets U360 live and 1J240 total load. T2 5X6 10'10 °8 T it e Rv=1370# U=9 Wreq =1.500 °MIN LEFT RAKE = 4"5 LEFT JIG = 11'11" TAG = T39 PLT. TYP: WAVER 1'4" FBCITPI2002(STD) Cq/RT =1.00(1.25y10( 0) QTY= 1 TOTAL =1 Custom Osstgeed Tuns Ca. 777 B.W. 12th Avenue - Pompano Beach, FL 38060 Phone: 954- 788-8800 Fax 964 - 768.8804 RyyV�AqR�N�I�NI1 c TRUSSES REQUIRE EXTREME CARE N FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. EFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBUSHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI.53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 5300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. INCSA CONTRACTOR. PRODUCTS, , HALLO BE RESPONSIBLE BLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIWRE T BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDUNG, SHIPPING, INSTALLNG & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20H8/18GA (W,HIS/K) ASTM A053 GRADE 4080 (W,WH,S) GALV. STEEL APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1 -2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENTI DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE C BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. 11'1°8 1 �� 'Q,t1F1�,+•�Sb Gtr .4),:' ; {; NO.19584 ; • € REV. 7.02.0527.11 Rv=1331# U=868# Wrel( =1.500 °MIN - STATE CIF ; t s 447,/ONAL ea�Ld ate of Florida Registrar] Engine !MICE A. SHASHOUA, P.E, INC. 95 Lakeview Drive al Springs, FL 33071 (. us) r53—I RIGHT JIG = 11'11" SEQ = 13048 SCALE = 0.3358 TC LL 30.Opsf TC DL 15.Opsf BC DL 10.Opsf BC LL O.Opsf er TOT.LD. 55.Opsf DUR.FAC. 1.33 REF DATE 08-02 -2004 DRWG O/A LEN. 230700 SPACING 24.0" TYPE hips Job :(40558) ALL PRO - OMENACA RES / HSB THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Calculated horizontal deflection is 0.21" due to live Toad and 0.18" due to dead load. 3X8(F1) 12 5Gi 8'10 "8 6'10" 146 mph wind, 12.09 ft mean hgt, ASCE 7 -98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL =5.0 psf. Components and Gadding wind pressures considered for uplift callouts. Deflection meets L/360 live and L/240 total Toad. 8'10 °8 LEFT RAKE = 4 "5 LEFT JIG = 9'9" TAG = T41 PLT. TYP: WAVER Them Go. 777 8.W.12th Avenue Pompano Beath, FL 33060 Phone: 954-788-8800 Fez 964 - 786-8804 FBC/TP12002(STD) Cq/RT =1.00(125y10( 0) QTY =1 TOTAL= 1 REFER 7b BCS11.03 (BUILD NG COMPONENT HINFFA FO CITIONNT, PUBUSHED BY TPI N(TRUSS PLATE INSTITUTE BRACING. 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 8300 ENTERPRISE LN, MADISON. WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ORTT AN NT" ATTACHED RIGID CEILING. "+IMPO FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDUNG, SHIPPING, INSTAWNG & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPUCABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR 5 PLATES ARE MADE OF 20/18/16GA (W,H/SIK) ASTM A653 GRADE 40160 (W,K!HS) GALV. STEEL APPLY PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY M INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1 -2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT14 DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1 SEC. 2. r t`ttt 0B11Ul)r/!pi �i cn• 10' Rv=1330# U=882# Wred=1.500 "MIN NO. 195iu1 = REV. 7.02.0527.11 w, 23 : STATE 01- : �' TC LL 4 dti-, ,�f''Gia��NA e'g`�y BC DL BC LL :ate of Florida Registered Engineer_ RIGHT JIG = 9'9" SEQ = 13051 SCALE = 0.3358 30.Opsf 15.0psf 10.0psf 0.0psf 55.0psf 4URICE A. SHASHOUA, P.E, INC 295 Lakeview Drive - yral Springs, FL 33071 SPACING 24.0" (,wn} 753 -1988 REF DATE 08-02 -2004 DRWG 0/A LEN. 230700 . DUR.FAC. 1.33 TYPE hips Job:(40558) ALL PRO - OMENACA RES / HSA THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP SS :T2 2x6 SP #2 Dense: Bot chord 2x4 SP SS Webs 2x4 SP #3 SPECIAL LOADS — (LUMBER DUR.FAC =1.331 PLATE DUR.FAC. =1.33) TC - From 92 PLF at -0.45 to 92 PLF at 6.74 TC -From 92PLFat 8.74 to 92 PLF at16.84 TC -From 92 PLF at 16.84 to 92PLFat23.58 BC -From 20 PLF at 0.00 to 20 PLF at 7.12 BC - From 20 PLF at 7.12 to 20 PLF at 16.46 BC -From 20 PLF at 16.48 to 20 PLF at23.58 PLB- 1071 LB Conc. Load at (6.74,13.10) PLB- 368 LB Conc. Load at (7.06,13.10) PLB- 368 LB Conc. Load at (9.06,13.10) PLB- 368 LB Conc. Load at (11.06,13.10) PLB- 368 LB Conc. Load at (12.52,13.10) PLB- 368 LB Conc. Load at (14.52,13.10) PLB - -388 LB Conc. Load at (18.52,13.10) PLB - 947 LB Conc. Load at (18.84,13.10) T F 6'894 10'1 °4 850615 4X8 2 Complete Trusses Required NAILING SCHEDULE: (104 common nails) TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: 1 ROW at 12° o.c. WEBS :1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. 148 mph wind, 15.00 ft mean hgt, ASCE 7 -98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL =5.0 psf. Calculated horizontal deflection Is 0.30" due to live Toad and 0.26" due to dead Toad. Deflection meets L/360 five and U240 total load. Calculated vertical deflection Is 0.59° due to live load and 0.50" due to dead load at X = 11 -9-8. 6'6"14 Rv -3506# U =2533# Wreq= 2.001 °MIN LEFT RAKE = 4 "5 LEFT JIG = 7`5 "4 TAG = T37 PLT. TYP: WAVER Trw* Co. 777 SW. 12th Avenue Pompano Beach, FL 33069 Phone. 954- 786-8800 Fax 954- 766 -8804 6'8 °14 FBCfrPI2002 (STD)Cq/RT =1.00(125)/10(0) QTY =1 PLIES= 2 TOTAL= 2 «W�RNIN TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER 70511-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 8300 ENTERPRISE LN, MADISON, W153719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THFSF FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. CONTRACTOR. INC PSG ALLR LA OT BE RRESPO S BLE THIS DESIGN TO DEVIATIION FROM THIS DESIGN; ANY FAILURE TO UILDENGINEERED HEE TRUSS PRODUCTS, CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/18GA (W,H/SM) ASTM A653 GRADE 40/80 (W,WH.S) GALV. STEEL. APPLY PLATES TO ANY EACH FACE OF TRUSS INSPECTION OF PLATES FOLLOWED OTHERWISE SHALL BEEPER ANNEX A3 OF TPI 1-2002 SEC. . A SEAL ON DRAWINGS S Z DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT1 DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING 15 711E RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. 5 NO. 19554 E E. STATE 01- r 41S��714t8►7ildAtaePS.t e of Florida Registered Engin 10' Rv=3415# U =2487# Wreq =1.949 "MIN REV. 7.02.0527.11 TC LL TC DL BC DL BC LL e'arrOT.LD. URICE A. SHASHOUA, P.E, INC. 95 Lakeview Drive ral Springs. FL 33071 30.0psf 15.Opsf 10.0psf 0.0psf 55.0psf RIGHT JIG = 7`5 "4 SEQ = 13165 SCALE = 0.3358 REF DATE 08-02 -2004 DRWG O/A LEN. 230700 DUR.FAC. 1.33 SPACING 24.0" TYPE hips (305) 753 -190n Job:(40558) ALL PRO - OMENACA RES / S1 I Top chord 2x4 SP #2 Dense Bot chord 2x4 SP SS :B2 2x4 SP #2 Dense: Webs 2x4 SP #3 :Lt Slider 2x4 SP #3: BLOCK LENGTH = 2.988' THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Deflection meets L/360 live and L/240 total load. 12 5tj' 11'1°8 148 mph wind, 12.80 ft mean hgt, ASCE 7 -98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC OL =5.0 psf, wind BC DL=5.0 psf. Components and cladding wind pressures considered for uplift callouts. Calculated horizontal deflection is 0.18° due to live load and 0.14° due to dead load. 5X6 11'9°8 Rv=1208# U=833# Wteq =1.500 °MIN LEFT JIG = 12'3"6 TAG = T33 PLT. TYP: WAVER 11'1 °8 FBC/TPI2002(STD) Cq/RT =1.00(1.26)!10( 0) QTY= 16 TOTAL= 16 Cost= Dialoged True Co. 777 8.W. 12th Avenue Pompano Beach, FL 95069 Phone: 954-7868800 Fer 964 - 7888804 NINON TRUSSES REQUIRE-EX1 REME CARE IN FABRICATING, HANDLING, SHIPPING, INSTAW NG AND BRACING. 70 CSI 1-03 (BU1WING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI.53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. INC., "IMPORTANT" NOT BE FURNISH COPY OF THIS RESPONSIBLE FOR ANY DESIGN EVIATION INSTALLATION ROM THIS DESIGN; ANY FAILURE TO BUILD ENGINEERED TRUSS IN PRODUCTS, CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALUNG & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR' PLATES ARE MADE OF 20/18N BGA (W H/S/K) ASTM A653 GRADE 40/50 (W,K/H,S) GALV. STEEL APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -2. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1 -2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT1' DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSUTPI 1 SEC. 2. `t011 U t011111 j lt, ................. e :C1F/04 . 490 )1A s I NO.19554 ; • REV. 7.02.0527.11 fit STATE QF i ."% ORIU=': 11S. 4 no rtrt1 9113 tsa,, ate of Florida Registered Engint AURICE A. SHASHOUA, P.E., INC. 295 Lakeview Drive oral Springs, FL 33071 TC LL TC DL BC DL BC LL 1- 0T.LD. 1010'10 RIGHT JIG = 12'10 "15 SEQ = 12905 SCALE = 0.3505 30.Opsf 15.Opsf 10.0psf 0.0psf 55.Opsf REF DATE 08-02 -2004 DRWG 0/A LEN. 221100 . DUR.FAC. 1.33 SPACING 24.0" TYPE comn (305) 753 -1988 Job:(40558) ALL PRO - OMENACA RES / HS7 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP SS :T2 2x6 SP #2 Dense: Bot chord 2x4 SP SS Webs 2x4SP#3 :Lt Slider 2x4 SP #2 Dense: BLOCK LENGTH = 2.986' SPECIAL LOADS --- -(LUMBER DUR.FAC =1.331 PLATE DUR.FAC. =1.33) TC - From 92 PLF at 0.00 to 92 PLF at 6.33 TC - From 92 PLF at 6.33 to 92 PLF at 15.92 TC - From 92 PLF at 15.92 to 92 PLF at 22.92 BC - From 4 PLF at 0.00 to 4 PLF at 6.33 BC - From 20 PLF at 8.33 to 20 PLF at 6.46 BC - From 20 PLF at 6.46 to 20 PLF at 15.79 BC - From 20 PLF at 15.79 to 20 PLF at 22.92 TC - 299 LB Conc. Load at 6.33 TC - 282 LB Conc. Load at 6.40, 8.40, 10.40,11.85,13.85 15.85 TC - 306 LB Conc. Load at 15.92 _BC -649 LB Conc.Loadat 6.33 BC - 103 LB Conc. Load at 8.40, 8.40, 10.40, 11.85, 13.85 15.85 BC - 756 LB Conc. Load at 15.92 12 5 4X8 6'4° 6'4° 2 Complete Trusses Required 55 NAILING SCHEDULE: (10d_common_nafs) TOP CHORD: 1 ROW © 12" o.c. BOT CHORD: 1 ROW 1 12" o.c. WEBS : 1 ROW G 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. 146 mph wind, 15.00 ft mean hgt, ASCE 7 -98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL =5.0 psf, wind BC DL =5.0 psf. Calculated horizontal deflection is 0.30° due to live load and 0.25" due to dead Toad. Deflection meets L/360 live and U240 total Toad. Calculated vertical deflection is 0.57" due to live load and 0.47" due to dead load at X =11 -1-8. 282# 2' - 1'5•8 -+- 2' 2 9T SS0719 4X8 880719 T 7, Rv =3380# Us2524# Wreq= 1.929"MIN LEFT JIG = 7'1"3 TAG = T24 PLT. TYP.- WAVE/R Custom Dada and TIa» Co 777 B.W. 12th Avenue Pompano Beach, FL. 38050 Phmte: 954 - 788.8800 Fax 954 - 788 -8804 6'5 °8 6'4° 2' r - 2' j FBC/TPI2002(STD) CgIRT =1.00(1.25)110(0) QTY =1 PLIES= 2 TOTAL= 2 *WA MIN"+ TRUSSES REQUIRE EXTREME CARE1 FABRICATING, HANDLING, SHIPPING, INSTAWNG AND BRACING. RSFEFt TO CSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT“ DESIGN CONTRACTOR. ENGINEERED , BE RESPONSIBLE FOR DEVIATION FROM THIS DESIGN; ANY FAIURE TO BUILD TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDUNG, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20118/18GA (W,WSIK) ASTM A853 GRADE 40/60 (W,K/H,S) GALV. STEEL APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1 -2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT1' DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSUTPI 1 SEC. 2. 11 S ,,"1 0nonitiiiiiiiiii %% 5 is,. sH. /Pty ! NO.19554 ; STATEJF 'r '6,6_.• s` e o: ,, .NA_ B ilitemwrolooti ate of Florida Registered Engin 7, Rv =3421# U =2490# Wreq =1.952 "MIN REV. 7.02.0527.11 1®IO "10 RIGHT JIG = 7'8 "10 SEQ = 13140 SCALE = 0.3505 URICE A. SHASHOUA, P.E, INC 295 Lakeview Drive mal Springs, FL 33071 (305) 753 -1985 TC LL TC DL BC DL BC LL I OT.LD. 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf REF DATE 08-02 -2004 DRWG 0/A LEN. 221100 .DUR.FAC. 1.33 SPACING 24.0" TYPE hips Job:(40558) ALL PRO - OMENACA RES / HS9 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 :Lt Slider 2x4 SP #3: BLOCK LENGTH = 2.986' Deflection meets U360 live and U240 total load. F 84' 57° 146 mph wind, 12.22 ft mean hgt, ASCE 7 -98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL =5.0 psf, wind BC DL =5.0 psf. Components and cladding wind pressures considered for uplift callouts. Calculated horizontal deflection is 0.17° due to live load and 0.14° due to dead load. 9' LEFT JIG = 9'3 "2 TAG = T21 PLT. TYP: WAVER Cesmm Osslyued Tr*** Co. 777 B.W. 72th Avenue Pompano Beach, FL 33066 Phone: 964 - 786.8800 Fear 864. 706-8804 FBCFTPI2002(STD) Cq/RT =1.00(125y10( 0) QTY =1 TOTAL =1 army' TRUSSES REQUIRE EXTREMECAR€TR F�RTCATING, HANDUNG, SHIPPING. INSTALLING AND BRACING. TOBCSI 1 -03 (BUILDING COMPONENT SAFETY INFORMATION), PUBUSHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) AND WrCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALT. HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT*' FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIWRE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDUNG, SHIPPING, INSTALUNG & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPUCABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/18GA (W,H/S/K) ASTM A653 GRADE 40/60 (W,KIH,S) GALV. STEEL APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1 -2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT 1 DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. = NO. 1955d REV. 7.02.0527.11 STATE O�- L1 a�rattflarAeuela ** kate of Florida Registered Engin 4URICE A. SHASHOUA, PL, INC 295 Lakeview Drive ual Springs. FL 33071 05) 1D-19D TC LL TC DL BC DL BC LL fOT.LD. 10,0°10 RIGHT JIG = 9'10 "10 SEQ = 12921 SCALE = 0.3505 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf REF DATE 08-02 -2004 DRWG 0/A LEN. 221100 .DUR.FAC. 1.33 SPACING 24.0" TYPE hips Job :(40558) ALL PRO - OMENACA RES / HS11 t THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 Dense Got chord 2x4 SP #2 Dense Webs 2x4 SP #3 :Lt Slider 2x4 SP #2 Dense: BLOCK LENGTH = 2.987' Deflection meets L/360 live and L/240 total Toad. F 12 5 10'4' 4X10 1'7' 148 mph wind, 12.83 It mean hgt, ASCE 7 -98, CLOSED bldg, not located wfthtn 4.50 ft from roof edge, CAT II, EXP C, wind TC DL =5.0 psf, wind BC DL =5.0 psf. Components and cladding wind pressures considered for uplift callouts. Calculated horizontal deflection is 0.18° due to live load and 0.15° due to dead load. T2 5X6 11' Rv=1215# U=847# VA4iq =1.500 "MIN LEFT JIG = 11'5 "2 TAG = T9 PLT. TYP: WAVER Tress Co. 7776.W. 12Ih Manua Pompano Beach, FL 38089 Phone: 954- 788.8800 Fax 954 - 786.8804 FBC/TPI2002(STD) Cq/RT=1.00(125y10( 0) QTY =1 TOTAL =1 CARE RFFFR rp BC511.03 (BU LDING COMPONRENT SAFETY N ORMATIONI, PUBLISHED BY TPIN(TRUSS PLATTE INSTIIT BRACING. 583 D'ONOFRIO DR., SURE 200, MADISON, WI. 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPUCABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 2018/16GA (W,HIS/K) ASTM A653 GRADE 40/60 (W,K/H,S) GALV. STEEL APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1 -2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT 1 DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE c BUILDING DESIGNER, PER ANSUTPI 1 SEC. 2. ``,`4`4444ri i i mutt pttr�' ,?\\ A; SH.... NO. 19554 E`0• Rv=1294# U 847# Wretl= 1.500 "MIN ; t REV. 7.02.0527.11 E : STATE OF : B ' S�?NRLS44,,No ate of Florida Registered Engin TC LL TC DL BC DL BC LL ' IOT.LD. 1010 °10 RIGHT JIG = 12'0"10 SEQ = 12902 SCALE =0.3505 30.Opsf 15.Opsf 10.0psf 0.Opsf 55.Opsf REF DATE 08-02 -2004 DRWG O/A LEN. 221100 4URICE A. SHASHOUA, PL, IN( 295 Lakeview Drive • xal Springs, FL 33071 ) ra1 -1898 .DUR.FAC. 1.33 SPACING 24.0" TYPE hips Job:(40558) ALL PRO - OMENACA RES / C7C THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 Dense Bot chord 2x4 SP SS Webs 2x4 SP #3 148 mph wind, 15.00 ft mean hgt, ASCE 7 -98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL =5.0 psf. wind BC DL=5.0 psf. (A) Continuous n �cnede Sdc bracing equally paced on member. Or 1x4 "T brace. 80% length of web member. Same species & grade Deflection meets U360 live and L/240 total load. 3X6(72) 0 N 1'3 °10 2'9 "15 SPECIAL LOADS —(LUMBER DUR.FAC =1.331 PLATE DUR.FAC =1.33) TC - From 91 PLF at 0.00 to 91 PLF at 9.66 BC - From 20 PLF at 0.00 to 20 PLF at 9.66 TC - 49 LB Conn Load at 1.30 TC - 229 LB Conc. Load at 4.13 TC - 398 LB Conc. Load at 6.96 BC - 30 LB Conc. Load at 1.30 BC - 88 LB Conc. Load at 4.13 BC - 147 LB Conc. Load at 6.98 Shim all supports to solid bearing. 3.64 ® 3X8 2'9°15 2'8°7 -- av- NAILED 308 Rv=955# U =759# Wreq =1.500 °MIN LEFT JIG = 10'2"5 TAG = T31 PLT. TYP: WAVE/R FBCI TPI2002(STD) Cq/RT =1.00(125)/10( 0) QTY= 1 TOTAL =1 Custom 9 Tres Co. 7778.W.12111 Avenue . Pompano Beach, FL 33066 Phone: 954-786 -8800 Page 964 - 768-8804 Rw� NON©m TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDUNG, SHIPPING, INSTALUNG AND BRACING. EF TD SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE W, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEIUNG. "IMPORTANT`" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDUNG, SHIPPING, INSTALUNG & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AF&PA) AND 71.I. ALPINE CONNECTOR PLATES ARE MADE OF 20/t e/18GA (W,H/S/K) ASTM A653 GRADE 40160 (W,KM.S) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1 -2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT 1 DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. `,,:,: tUtutr11rrrgj77l + F. NO.1955 1%%17.4• a• 1 e REV. 7.02.0527.11 iv 10 Rv=765# U =535# NAILED ° y STATE O.. '' • OR1Dr ° - {v�'� ate of Florida Registered Engin TC LL TC DL BC DL BC LL 1OT.LD. RIGHT JIG = 11" SEQ = 12979 SCALE = 0.8315 30.Opsf 15.Opsf 10.Opsf O.Opsf 55.Opsf 4URICE A. SHASHOUA, PE., INC, DUR.FAC. 1.33 295 Lakeview Drive gal Springs. FL 33071 05, BJ,r -IIIB REF DATE 08-02 -2004 DRWG O/A LEN. 90715 SPACING 24.0" TYPE hip jack Job:(40558) ALL PRO - OMENACA RES / C7 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 146 mph Wind, 15.00 ft mean hgt, ASCE 7 -98, CLOSED bldg, not looted within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL =5.0 psf. Deflection meets L/360 live and L/240 total load. 4X4(42) ` 1592 - 2'9°15 2278 SPECIAL LOADS —(LUMBER DUR.FAC.=1.33 / PLATE DUR.FAC.=1.33) TC - From 91 PLF at -0.55 to 91 PLF at 9.84 BC - From 4 PLF at -0.55 to 4 PLF at 0.00 BC - From 20 PLF at 0.00 to 20 PLF at 9.84 TC - 39 LB Conc. Load at 1.48 TC - 227 LB Conc. Load at 4.31 TC - 397 LB Conc. Load at 7.13 BC - 24 LB Conc. Load at 1.48 BC - 84 LB Conc. Load at 4.31 BC - 144 LB Conc. Load at 7.13 2'915 3978 4'4" 2'8'7 KV=Ltlff u =45)# NAILED 1- 591 LEFT RAKE = 5 "14 LEFT JIG = 10'4 "4 TAG = T12 PLT. TYP: WAVER 1'5 °12 240 Rv 9989# U =787# Wreq= 1.500 °MIN Tress Co. 777 6.W. 126, Avenue Pompano Beach, FL 38058 Phone: 954-789.8800 Fax 954-788-8804 2'9°15 1.5X410 °1 FBCTrPI2002(STD) Cg1RT =1.00(125y10(0) QTY= 3 TOTAL= 3 2'9 °15 MARNINQ" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR.. SUITE 200, MADISON, WI. 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 8300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "'IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIWRE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALUNG & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF &PA AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20M8MBGA (W HlCRfl ASTM AB53 GRADE 40/80 (W WFi S) GALV APPLY PLATES TO 1440 S`tpppnhIIlllrllllll`4 Sy.,� o s 2'8°7 6X8 Rv=814# U=597# NAILED fit ° NO. 19554 I REV. 7.02.0527.11 ° tlTATE OF r .„.o 1)/ftl97it9 /ag4t 5:ate of Florida Registered Engin TC LL TC DL BC DL BC LL aer TOT.LD. EACH FACE OF TRUSS AND, UNI FSC OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY t,AAURICE A. SHASHOUA, PL, INC INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1 -2002 SEC. 3. A SEAL ON THIS 1 293 Lakeview Drive DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING 15 THE RESPONSIBILITY OF THE C nol Springs, FL 33071 BUILDING DESIGNER PER ANSUTPI 1 SEC. 2. RIGHT JIG = 10'4"11 SEQ = 11613 SCALE = 0.7792 30.Opsf 15.Opsf 10.0psf 0.0psf 55.0psf REF DATE 08 -02 -2004 DRWG 0/A LEN. 91001 • DUR.FAC. 1.33 SPACING 24.0" TYPE hip jack Job :(40558) ALL PRO - OMENACA RES / C7B THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 Dense Botchord2x4SPSS Webs 2x4 SP #3 146 mph wind, 15.00 ft mean hgt, ASCE 7 -98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL =5.0 psf, wind BC DL=5.0 psf.. (A) Continuous lateral bracing equally spaced on member. Or 1x4 T brace. 80% length of web member. Same species & grade or better, attached with 8d na s Q 6 OC. Deflection meets L/360 live and L/240 total Toad. �+-- 1'5 °12 2'9 °15 SPECIAL LOADS —(LUMBER DUR.FAC. =1.33 / PLATE DUR.FAC. =1.33) TC - From 91 PLF at -0.72 to 91 PLF at 9.47 BC - From 4 PLF at -0.72 to 4 PLF at 0.00 BC - From 20 PLF at 0.00 to 20 PLF at 9.47 TC - 38 LB Conc. Load at 1.48' TC - 227 LB Conc. Load at 4.31 TC - 397 LB Conc. Load at 7.13 BC - 25 LB Conc. Load at 1.48 BC - 86 LB Conc. Load at 4.31 BC - 146 LB Conc. Load at 7.13 Shim all supports to solid bearing. 2'9 "15 2'4° NAILED LEFT RAKE = 7 "15 LEFT JIG = 9'1111 TAG = T25 PLT. TYP: WAVER 260 Rv=968# U =778# Wreq=1.500°MIN FBCrrPI2002(STD) Cq/RT =1.00(125y10( 0) QTY= 1 TOTAL= 1 Cadent 777 5.W. 12th Avenue • Pompano &each. FL 38069 Phone: 954- 780 -8800 Fay 864- 786 -9804 REPER'it5 BCSI 1-03 (BUEILDING COMPONENT SAFETY INFOORMATION). PUBLISHED BY TPI N(TR SSTPLATE INSTI UTE, BRACING. 583 D'ONOFRIO DR.. SUITE 200, MADISON, WI.53719) AND WrCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. INCC.., SHALL OT BE FURNISH RESPONSIBLE FOR IANY DESIGN TO INSTALLATION FROM THIS DESIGN; ANY FAILURE TO BUIENGINEERED HE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALUNG & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16/16GA (W,HIS/K) ASTM A653 GRADE 40/80 (W,KM,S) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 180A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1 -2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENTI DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE C BUILDING DESIGNER, PER ANSUTPI 1 SEC. 2. 1460 Rv=774# U=542# NAILED %tU%UUltt'?USll, ° NO. 19554 ; ' n REV. 7.02.0527.11 1 STATE t7F F`' TC LL TC DL �;�jONAL ,�b * "` BC DL lrllliafnsa7aeatas► BC LL ate of Florida Registered EnginefOT.LD. 4URICE A. SHASHOUA, Pl., INC, 295 Lakeview Drive • ual Springs, FL 33071 iu3) 753 -1988 RIGHT JIG = 1'7"4 SEQ = 13106 SCALE = 0.7949 30.0psf 15.Opsf 1 O.Opsf O.Opsf 55.Opsf REF DATE 08-02 -2004 DRWG 0/A LEN. 90510 . DUR.FAC. 1.33 SPACING 24.0° TYPE hip jack Job:(40558) ALL PRO - OMENACA RES / C7A THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 146 mph wind, 15.00 ft mean hgt, ASCE 7 -98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL =5.0 psf, wind BC DL =5.0 psf. Deflection meets L/360 live and U240 total load. iv 198 1'0 °1- 2'9 °15 SPECIAL LOADS -- (LUMBER DUR.FAC.=1.33 / PLATE DUR.FAC.=1.33) TC - From 91 PLF at 0.00 to 91 PLF at 9.37 BC - From 20 PLF at 0.00 to 20 PLF at 9.37 TC - 19 LB Conc. Load at 1.01 TC - 114 LB Conc. Load at 3.83 TC - 198 LB Conc. Load at 8.88 BC - 12 LB Conc. Load at 1.01 BC - 42 LB Conc. Load at 3.83 BC - 72 LB Conc. Load at 8.68 2'9°15 2'87 NAILED 128 Rv=731# U=561# Wreq =1.500"MIN LEFT JIG = 9'1094 TAG = T17 PLT. TYP. WAVE/R FBC/TP12002(STD) Cq/RT =1.00(1.25)/10( 0) QTY =1 TOTAL =1 728 'te iontUIt17$)J/ Q":. 'CIFlO ' 'S( Cartsm Ili TI9n Co. 777 S.W. 12th Avenue Pompano Beach. FL 38069 Phone: 954-786-86430 Pax 954 - 768.8804 "WARNIMO" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANOUNG, SHIPPING, INSTALLING AND BRACING. HRtErF�E�R TO SCSI 1 -03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SURE 200, MADISON, WI.53719) AND WrCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEIUNG. "IMPORTANT'* FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/S/K) ASTM A653 GRADE 40/80 (W,K/H,S) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 160A -Z. ANY ()f ICE A. SHASHOUA, INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1 -2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENTI 295 Lokevlaw Drive DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE C of Springs, FL 33071 BUILDING DESIGNER, PER ANSUTPI 1 SEC. 2. 753 —t988 Rv=566# U=378# NAILED NO. _ REV. 7.02.0527.11 OTATE OF r I olv At. • .p ptltltitmptioll State of Florida Registered Engin RIGHT JIG = 9'4"8 SEQ = 11633 SCALE = 0.8576 TC LL TC DL BC DL BC LL terTOT.LD. 30.0psf 15.Opsf 10.Opsf 0.0psf 55.Opsf P.E, INC/ • DUR.FAC. 1.33 REF DATE 08-02 -2004 DRWG O/A LEN. 90406 SPACING 24.0° TYPE hip jack Job:(40558) ALL. PRO - OMENACA RES / C7D THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 146 mph wind, 15.00 ft mean hgt, ASCE 7 -98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Deflection meets U380 live and L/240 total load. Shim all supports to solid beating. X4(F2) 1'09 2'9°16 3.54 SPECIAL LOADS —(LUMBER DUR.FAC =1.33 / PLATE DUR.FAC. =1.33) TC - From 91 PLF at 0.00 to 91 PLF at 9.00 BC - From 20 PLF at 0.00 to 20 PLF at 9.00 TC - 19 LB Conc. Load at 1.01 TC - 113 LB Conc. Load at 3.83 TC - 198 LB Conc. Load at 6.66 BC - 13 LB Conc. Load at 1.01 BC - 111 LB Conc. Load at 3.66 BC - 43 LB Conc. Load at 3.83 BC - 195 LB Conc. Load at 6.49 BC - 73 LB Conc. Load at 6.66 4X6 2'9 °15 4'293 2'4• # NAILED '01 2793 2793 2'4• 111 43 1 739 139 Rv -821# U=658# Wreq= 1.500 °MIN LEFT JIG = 9'6 "5 TAG = T29 PLT. TYP: WAVER FBCJTPI2002(STD) Cq/RT =1.00(1.25)/10( 0) QTY =1 TOTAL= 1 Custom Bekaa Tem Co. 777 8..W.12111 Avenue Pompano Beach, FL 38060 Phone: 954- 788-8800 Fax 854. 7664804 REFER IN B** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TiS BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY SHIPPING, PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. CONTRACTOR. INC , SHAALL 0 E FURNISH COPY OF RESPONSI LE FORIANY DESIGN TO THIS l IGN; ANY FAILURE TO BUILD ENGINEERED TRUSS IN TS, CONFORMANCE WITH TPI; OR FABRICATING, HANDUNG, SHIPPING, INSTALUNG & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF &PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/18GA (W,H/S/K) ASTM A653 GRADE 40/80 (W,KM,S) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND. UNI FR4 OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160AZ ANY .A,(Jf j) ,{'E A. SHAS}{QUA, PL, INC BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESS PROFESSIONAL ENGINEERINGRESPONSIBIUIY SOLELY FOR THE TRUSS COMPONENT1 295 Lakeview DriV° • DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE ( a1 � 98' FL 33071 BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. Rv=885# U=520# NAILED t,t0011 fitt11111114, � ............ • , �.+% 4.` 0(�;G,�,�-{IF /C:if 0 ' ' NO. 19554 ' "p REV. 7.02.0527.11 3T�,TE Or r TC LL 1.1 G' 06., ' ..OR {ti4.. �, - TC DL '' �QNA1.,aE' BC DL ��sh /01vit3e27 ++'p +4 +L BC LL S:Bte of Florida Regisi�ed Engin OT.LD. (,,u5) 75S -aib RIGHT JIG = 8 "10 SEQ = 13109 SCALE = 0.8927 30.Opsf 15.Opsf 10.Opsf O.Opsf 55.Opsf REF DATE 08-02 -2004 DRWG O/A LEN. 81115 .DUR.FAC. 1.33 SPACING 24.0" TYPE hipjack Job:(40558) ALL PRO - OMENACA RES / C7E THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 Dense Bot chord 2x6 SP #2 Dense Webs2x4SP#3 146 mph wind, 15.00 ft mean hgt, ASCE 7-98, CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Deflection meets L/360 live and L/240 total Toad. Shim all supports to solid bearing. N CM r- 8"7 2'995 SPECIAL LOADS —(LUMBER DUR.FAC. =1.33 1 PLATE DUR.FAC =1.33) TC - From 91 PLF at 0.00 to 91 PLF at 8.89 BC - From 20 PLF at 0.00 to 20 PLF at 8.89 TC - 19 LB Conc. Load at 0.53 TC - 189 LB Conc. Load at 3.38 TC - 395 LB Conc. Load at 6.19 BC - 13 LB Conc. Load at 0.53 BC - 91 LB Conc. Load at 3.36 BC - 121 LB Conc. Load at 8.19 2'9°15 8'10 "12 2'8'7 # NAILED 13# Rv --871# U=690# Wreq =1.500 °MIN LEFT JIG = 9'5 "6 TAG = T4 PLT. TYP: WAVER 2'9°15 81092 81092 81 2'995 FBC/TPI2002(STD) Cq/RT =1.00(125y10( 0) QTY= 1 TOTAL= 1 1210 0101111111101,11114 S' rt,: C• NO.1955,{ REV. 7.02.0527.11 err ,'• : ' 'SIF; •.`S' 2'8°7 Rv=650# U=448# NAILED C,atom &shined Tress Co. 777 8.W. 12th Avenue Pompano f0 OBO Phone: 7886-88 Far 954 -796 -8804 zartra.. CSI 1-03 (BUILDING COMRE PONE T CARE NFO RRMATION), PUBLISHED BY TPIN(TRUSS PLATE INSTITUTE, BRACING. 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 8300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEIUNG. "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDUNG, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/18GA (W,HJSJK) ASTM A853 GRADE 40/80 (W,K/H.S) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 180A -Z. ANY M INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENTI' DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. STATE Oa- fi �•., OR ;t9- <V tp. j'/naninr0 atinye ate of Florida Registered Engin RIGHT JIG = 7 "11 SEQ = 11651 SCALE = 0.9031 TC LL TC DL BC DL BC LL 1TOT.LD. WRICE A. SHASHOUA, P.E, INC. 295 Lakeview Drive • C rai Springs, FL 33071 (..US) 703 -1 ne 30.Opsf 15.Opsf 10.Opsf O.Opsf 55.Opsf REF DATE 08-02 -2004 DRWG O/A LEN. 81012 . DUR.FAC. 1.33 SPACING 24.0" TYPE hip jack Job:(40558) ALL PRO - OMENACA RES / J7 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Deflection meets L/360 live and L1240 total load. 148 mph wind, 11.70 ft mean hgt, ASCE 7 -98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT 11, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Components and cladding wind pressures considered for uplift colloids. Rv=282# U --425# NAILED H4=442# U=421# Wrec =1.500 °MIN LEFT RAKE = 4 115 LEFT JIG = 7'8 "10 TAG = T16 PLT. TYP: WAVER r FBCfTP12002(STD) Cq/RT =1.00(1.25y10( 0) QTY= 20 TOTAL= 20 1 Ceetom Oiled TIM CO. 77T B.W. 12th Avenue Pompano Beach, FL 38068 Phone: 98-788 -8800 Fax 954- 788.8804 �+WARNMNcec TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTAWNG AND BRACING. REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 0300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, Nu., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDUNG, SHIPPING, INSTAW NG 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/18GA (W,HISIK) ASTM A853 GRADE 40/80 (W,K/HS) GALV. STEEL APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX AS OF TPI 1 -2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBIUTY SOLELY FOR THE TRUSS COMPONENTi DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/ TPI 1 SEC. 2. \1 Ia. V v \\ fi: s:1a Rv =101# U =160# NAILED NO. 19584 z REV 7.02.0527.11 STATE Ot- � . ' ,ti 4' TC LL Sd ��R1� G�° �,4* TC DL sb\ BC DL tsr!!llne!!l1eUae'e BC LL ate of Florida Registered Engint- e.OT.LD. URICE A SHASHOUA, P.E., WC DUR.FAC. 1.33 295 Lakeview Drive al Springs, FL 33071 SPACING 24.0" RIGHT JIG = 7'5 "6 SEQ = 11442 SCALE = 1.0319 30.Opsf 15.0psf 10.0psf O.Opsf 55.Opsf REF DATE 08-02 -2004 DRWG O/A LEN. 7 TYPE ejack Job:(40558) ALL PRO - OMENACA RES / JS7 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Deflection meets L/360 live and L/240 total load. 5 12 148 mph wind, 11.70 ft mean hgt, ASCE 7 -98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL =5.0 psf. Components and cladding wind pressures considered for uplift callouts. Shim all supports to solid bearing: Rv =282# U=426# NAILED LEFT RAKE = 4 "5 LEFT JIG = 7'8 "10 TAG = T30 PLT. TYP: WAVER R4v=44l# 1.1=409# Wrec =1.500 "MIN 7. . 2.5 12 c.) FBC/TPI2002(STD) Cq/RT =1.00(1.25y10( 0) QTY= 6 TOTAL= 6 / Cud= fl gnedTra.sCa. 777 S.W. 12th Avanun Pompano Basch, FL 33069 Phona: 954- 789 -8800 Fox 854-788.6804 cARE Wi0 SCS11 -03 (BUI NG C MPONENT SAFETY INFORMAT ON), PUBLISHED BY TPIN(TRUSS PLATE INSTITUTE, ING. 583 D'ON 10 DR. SUTrE 200, MADISON, WI. 53718 AND WTCA ODD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SFETY PRCTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "'IMPORTANT'• FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTAWNG & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,HIS/K) ASTM A653 GRADE 40/80 (W.K/H,S) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UN; FR'S OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1 -2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT1 DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. 5 Rv=103# U= 180# NAILED „ow Ut71U k„, Ij f) NO. 19554 )1' REV. 7.02.0527.11 STATE OF- R.''•OR4C►� : ',qty TC DL • '` iinevaAi. �g� BC DL Sr,dn /PidfROlA +eU4 °� BC LL ate of Florida Registered Engineeli.OT.LD. URICE A. SHASHOUA, P.E, INC. 95 Lakeview Drive • rol Sprtngs, FL 33071 X305) 753 —I8118 12'11'4 11'3"13 10' RIGHT JIG = 1'1"8 SEQ = 12929 SCALE = 1.0066 30.Opsf 15.0psf 10.0psf O.Opsf 55.Opsf REF DATE 08 -02 -2004 DRWG O/A LEN. 7 DUR.FAC. 1.33 SPACING 24.0" TYPE ejack Job:(40558) ALL PRO - OMENACA RES / JS THiS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Deflection meets U360 five and L/240 total load. 148 mph wind, 11.60 ft mean hgt, ASCE 7 -98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT 1I, EXP C, wind TC DL S.0 psf, wind BC DL=5.0 psf. Components and cladding wind pressures considered for uplift callouts. Shim all supports to solid bearing. Rv =270# U=419# NAILED LEFT RAKE = 7 "4 LEFT JIG = 7'5 "4 TAG = T43 PLT. TYP: WAVER FBCTTPI2002(STD) Cq/RT =1.00(1.25y10( 0) QTY= 6 TOTAL= 6 .1 277�S.W. 12th Avenue • Pompano Beach, FL 38050 Phone: 954-786 -8800 Fag: 964- 780.8804 ++WARNIN� ++ TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTAWNI3 AND BRACING. REFER-01 CSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 8300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEIUNG. IMPORTANT** FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPUCABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AF&PA AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/18GA (W,H/SIK) ASTM A653 GRADE 40/60 (W,K/H,S) GALV. STEEL APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPI 1 -2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSVTPI 1 SEC.2. 00931111111M 10114. Qti��1�s p; S+74 rrr • , rrr ♦ rl �`: CIF /,+ '• `gyp r` :��i �fi •tt . G s a ''0 NO. 19554 ; BTATt of ;I • e S • .a �♦♦. rf frr`r'�r'`ONAIi.'�C�'.. l71141ditT/lS��,4� tote of Florida Registered En REV. 7.02.0527.11 RIGHT JIG = 1'4 "1 SEQ = 13103 SCALE = 1.0111 9 TC LL TC DL BC DL I �BC LL TOT.LD. 30.0psf 15.0psf 10.0psf O.Opsf 55.Opsf REF DATE 08-02 -2004 DRWG O/A LEN. 60814 L.AURICE A. SHASHOUA, PE, 11295 Lakeview Drive t oral Springs, FL 33071 305) 753 -1988 .DUR.FAC. 1.33 SPACING 24.0" TYPE ejack Job:(40558) ALL PRO - OMENACA RES / J5 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRS LAYOUT Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Deflection meets U380 live and L/240 total load. 148 mph wind, 1129 ft mean hgt, ASCE 7 -98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL =5.0 psf, wind BC DL =5.0 psf. Components and cladding wind pressures considered for uplift callouts. Rv=198# U =359# NAILED LEFT RAKE = 4 "5 LEFT JIG = 5'6"11 TAG = T13 PLT. TYP: WAVER 3v- -330# U=376# Wreq =1.500 1MIN 5. FBC/TPI2002(STD) Cq/RT =1.00(125y10(0) QTY= 7 TOTAL= 7 t'`ttttttUlI IUrll%i 12'1 "4 Rv=72# U =180# NAILED c. Igilc"..((/**NIV1/4.01. 19564 : E REV. 7.02.0527.11 euatom Tnas Co. 777 S.W.12th Avonua • Pompano Beach, FL 38059 Phone: 954- 7858800 Fox 954-7888804 ••EWFAsRNTINWL3**S TRU(BUILDING SES RE -MIRE EXTREME CARE IN FABRICATING, HANDUNG, SHIPPING, INSTAUJNG AND BRACING. 583 D'ONOFRIO DR., SUITE 00, MADISON, WI. 533SAFETY ANND WTCA (WOOD TRUSS OUNC TPI L (TRUSS F AMERICA, 8300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDUNG, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPUCABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/18GA (W,HISIK) ASTM A653 GRADE 40/80 (W,K/H,S) GALV. STEEL APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSmON PER DRAWINGS 180A -Z. ANY 71. SHASHOUA, P.E. , INC INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1 -2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBIUTY SOLELY FOR THE TRUSS COMPONENT1 295 Lekevfew Drive DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE Dorm Springs, FL 33071 10 F. STATE Ot- d r .* %;9101VAL 0•04" 10' RIGHT JIG = 5'5 1'6 SEQ = 11432 SCALE = 1.3707 S:ote of Florfdo Registered Engin TC LL TC DL BC DL BC LL e4FOT.LD. BUILDING DESIGNER, PER ANSIITPI 1 SEC. 2. (305) /5�1`Jt58 30.Opsf 15.0psf 10.Opsf O.Opsf 55.0psf REF DATE 08-02 -2004 DRWG 0/A LEN. 5 .DUR.FAC. 1.33 SPACING 24.0" TYPE jack Job:(40558) ALL PRO - OMENACA RES / J5A THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Deflection meets L/380 live and L/240 total Toad. 146 mph wind, 11.38 ft mean hgt, ASCE 7 -98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL =5.0 psf. Components and Gadding wind pressures considered for uplift callouts. Rv =200# U=360# NAILED rN 12'1 "4 B1 roc LEFT JIG = 5'6 "11 TAG= T18 PLT. TYP: WAVER 1.500 "MIN FBC/TPI2002(STD) CgRT =1.00(1.25y10(0) QTY =1 TOTAL =1 • Custom iteslgaed Lugs Co. 777 3.W. 12th Avenue Pompano Boaoh, FL 33069 Phone: 954-7868800 Fax: 954-786-8804 AB I REFERTO ESI 1 -03 S(1112D7ICGUIEMP)Cr ONENT SAFETY NFORMATION), DUNG, BYTPIN(TRUSS PLATE IN BRACING. 583 D'ONOFRIO DR.. SUITE 200, MADISON. WI.53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 8300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. INSTALLATION NC P��A NOT BE FURNISH RESPONSIBLE BLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD ENGINEERED TRUSS IN TS, CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (WH/S/N) ASTM A853 GRADE 40/80 (W,K/H,S) GALV. STEEL APPLY PLATES TO EACH FACE OF TRUSS AND, UNI F S OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 180A -Z ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1 -2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT11 DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSUTPI 1 SEC. 2, S Rv=73# U =1180# NAILED 'tt` pitutUIIIIlltJJ,`. NO 19554 STATE Q1- r REV. 7.02.0527.11 • �F TC LL '�''• 0,9" 4l4- • TC DL BC DL �i` * 11ONA1- a° 'ssi�tarnretee�eUB °� BC LL to of Roridc Registered Engin05tTOT.LD. URICE A. SHASHOUA, PE., INC. 95 Lakeview Drive rol Springs, FL 33071 „) 753 —t088 10' RIGHT JIG = 5'0 "2 SEQ = 13030 SCALE = 1.4376 30.Opsf 15.0psf 10.Opsf 0.0psf 55.Opsf REF DATE 08-02 -2004 DRWG O/A LEN. 5 DUR.FAC. 1.33 SPACING 24.0" TYPE jack Job :(40558) ALL PRO - OMENACA RES 1 J5D THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Deflection meets U360 five and L/240 total toad. 146 mph wind, 11.35 ft mean hgt, ASCE 7-98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Components and cladding wind pressures considered for uplift callouts. Shim all supports to solid bearing: Rv=195# U =354# NAILED LEFT JIG = 5'5 "1 TAG = T38 PLT. TYP: WAVER FBC/TPI2002(STD) Cq/RT =1.00(1.25y10( 0) QTY= 1 TOTAL= 1 Custom Designed T ew Co. 777 B.W. 12th Avenue • Pompano Beach, FL 3308e Phone: 054-786.43800 Far 054 -786 -8804 "WARNIN�N TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDUNG, SHIPPING, INSTALLING AND BRACING. REFER 70 CSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, IM. 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEIUNG. ""IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLNG & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPUCABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,HIS/K) ASTM A853 GRADE 4080 (W,1 011,S) GALV. STEEL APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1 -2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. {ttlttllll/!lj` � tIFJe'• sO , Iii ..... NO.19554 : P REV. 7.02.0527.11 yb ' 8Tr1i'E Ot- j6 % ORM . 410+ �• tate of Florida Registered Engir URICE A. SHASHOUA, P.E, IN 1295 Lakeview Drive oral Springs. FL 33071 RIGHT JIG = 8 "15 SEQ = 13014 SCALE = 1.4331 TC LL 30.0psf TC DL 15.0psf BC DL 10.0psf BC LL 0.0psf oT.LD. 55.0psf . DUR.FAC. 1.33 REF DATE 08 -02 -2004 DRWG 0/A LEN. 5 SPACING 24.0" TYPE jack Job:(40558) ALL PRO - OMENACA RES / J5C THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Deflection meets L1360 live and L1240 total Toad. l0 N 148 mph wind, 11.38 ft mean hgt, ASCE 7 -98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT 11, EXP C, wind TC DL=5.0 psf, wind BC DL =5.0 psf. Components and cladding wind pressures considered for uplift callouts. Shim all supports to solid bearing. Rv<200# U= 361# NAILED LEFT JIG = 5 °6 "11 TAG = T32 PLT. TYP: WAVER Cnafam Daigned Tian Co. 777 S_w. 12th Avenue PomPane544 -Beach. 7 800060 Phone: Fat 964- 766 -8804 FBC/TPI2002(STD) Cq/RT =1.00(125y10( 0) QTY =1 TOTAL =1 '�rApNiNp *' TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBUSHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON. WI. 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. NCSA T FURNISH NS I INSTALLATION ND HED N TS, , HAALL E RESPO BL- FORANY DEVIATIIONFROM THIISDESIGANY FAILURE TO BUILD TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W.H/S/K) ASTM A653 GRADE 40180 (W,KM,S) GALV. STEEL APPLY PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1 -2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT 1 DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSUTPI 1 SEC. 2. 00 0tetI1tt117111ltr �� rr 4�'NO.1955• s REV. 7.02.0527.11 4f y I. STATE OF • lf�f444;10 Aeti � �� g`�,. tate of Florida Registered Engin RIGHT JIG = 8 "15 SEQ = 11466 SCALE = 1.4023 TC LL TC DL BC DL BC LL TOT.LD. vURICE A. SHASHOUA, PE, INC.. DUR.FAC. 1.33 295 Lakeview Drive al Springs. FL 33071 ) i53 --1988 30.Opsf 15.Opsf 10.Opsf 0.0psf 55.Opsf SPACING 24.0" REF DATE 08-02 -2004 DRWG O/A LEN. 5 TYPE jack Job:(40558) ALL PRO - OMENACA RES / JS5 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Deflection meets L/360 live and L/240 total load. rn N 12 5 148 mph wind, 1129 ft mean hgt, ASCE 7 -98, CLOSED bldg, not located within 4.50 ft from roof edge, CAT 1I, EXP C, wind TC DL =5.0 psf, wind BC DL=5.0 psf. Components and cladding wind pressures considered for uplift callouts. Shim all supports to solid bearing: Rv=198# U =360# NAILED LEFT RAKE = 4 "5 LEFT JIG = 5'6 "11 TAG = T26 PLT. TYP: WAVER v =331# U =354# Wrer =1.500 1MIN FBCITPI2002(STD) Cq/RT =1.00(125)/10( 0) QTY= 5 TOTAL= 5 111111pttrUU14111 j`r r (fiv;. �'C1Fic.i. r � w c's NO. 19554 ; • a REV. 7.02.0527.11 &atom &skald Trost*. e 7779.W. 12th Avanua Pompano Beach, FL 38068 Phone: 954-786-8800 Few 954 - 786-8804 REFE41'b CSI 1- 035(BE LDINGUCOMPONENT SAFETY INFO RRMATION). PUBLISHED BYITPIN(TRUSS PLATE INNSTIj UTEC, ING. 583 D'ONOFRIO DR., SUITE 200, MADISON, WI.53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNI FSS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPUCABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SM) ASTM A653 GRADE 40/60 (W,KM,S) GALV. STEEL APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 16042. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPI 1 -2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT1 DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. STATE u1- 444 6`s7QAi' G ',� " /�Ni rna>'rxleue'o 5jate of Florida Registered Engin URICE A. SHASHOUA, P.E, INC. 295 Lakeview Drive Springs, FL 33071 RIGHT JIG =1'1 "8 SEQ = 11476 SCALE = 1.3371 (3 5) P51—istat TC LL 30.Opsf TC DL 15.0psf BC DL 10.Opsf BC LL O.Opsf fOT.LD. 55.0psf . DUR.FAC. 1.33 REF DATE 08-02 -2004 DRWG O/A LEN. 5 SPACING 24.0" TYPE jack Job:(40558) ALL PRO - OMENACA RES / J5E THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense :Lt Slider 2x4 SP #3: BLOCK LENGTH = 2.986' Deflection meets U360 live and U240 total Toad. 148 mph wind, 11.52 ft mean hgt, ASCE 7 -98, CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL =5.0 psf, wind BC DL=5.0 psf. Components and cladding wind pressures considered for uplift callouts. Shim all supports to solid bearing. Rv=198# U=369# NAILED Rv=245# U=259# Wrea LEFT JIG = 411 "5 TAG = T5 PLT. TYP: WAVER 1.500 °MIN 4'4° FBCITPI2002(STD) Cq/RT =1.00(1.25)/10( 0) QTY= 1 TOTAL =1 Truce CO. 777 8.W. 12th Avenue Pompano Beach, FL 38059 Phone: 954789$800 Fax: 964-7868804 ;RIM SCSI 1 -03 (BUILDING UCOMPONENT SAFETYINFORMATION), R PUBUSI -IED BY TPI N(TRUSS PLATE INSTITUTE. BRACING. 583 D'ONOFRIO DR., SUITE 200, MADISON. WI. 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 8300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/18GA (W , HIS/K) ASTM A653 GRADE 40/60 (W.K/H,S) GALV. STEEL APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z ANY MACE A. Syp5OUA, P.E. , INC. INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPI 1 -2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONEN1I1295 Lakeview Drive DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE Cam! Springs R. 33071 BUILDING DESIGNER, PER ANSVTPI 1 SEC. 2. Rv-48# U 0# NAILED t'1tt11ltilllr uustrik, ... rrr 64", {1FiQq• y1 %oGy fcfr NO. 19554 ; REV. 7.02.0527.11 TC LL 30.Opsf TC DL 15.Opsf BC DL 10.Opsf BC LL 0.0psf State of Florida Registered Engine'rTOT.LD. 55.Opsf 113 STAi t OF j, fr�'rr 4Q N1_ A .� a'`,. '/lsn,'V the +120 (n5) 755 -1988 RIGHT JIG = 7"7 SEQ = 12938 SCALE = 1.3940 REF DATE 08-02 -2004 DRWG O/A LEN. 40400 DUR.FAC. 1.33 SPACING 24.0" TYPE jack Job:(40558) ALL PRO - OMENACA RES / J3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRS LAYOUT Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense 148 mph wind, 10.87 ft mean hgt, ASCE 7 -98, CLOSED bldg, Located anywhere in roof, CAT 11, EXP C, wind TC DL =5.0 psf, wind BC DL =5.0 psf. Components and cladding wind pressures considered for uplift callouts. Rv=114# U =222# NAILED 12 6 p LEFT RAKE = 4 "5 LEFT JIG = 3'4 "12 TAG = T14 PLT. TYP - WAVER Cestom Boatload Trues Co. 777 8.W. 12th Avenue ' Pompano Beach, FL 38069 Phone: 954 780 -8800 Fax 954788.9804 1.600 °MIN 3' Rv-42# U =180# NAILED ttj1oott11mUUJlJJ JJ �O• ��' F REV. 7.02.0527.11 N(�©w TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLNG, SHIPPING, INSTALLING AND BRACING. 1=1:14..1..; p . OTAPE OF (�. 1 *R*M110 SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE 4K1 ••.,a�lg4• : •• j °` LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE �v 44' a�'+ °°° INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A fS, (y` ° °° PROPERLY ATTACHED RIGID CEILING. 'sfONA1r t °0� " IMPORTANT'" FURNISH COPY OF TI-US DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, /JIJJJinntaela + / " "; IN SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH CONFORMS WITH APPLICABLE FABRICATING, ROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PPA) AND TPI. ALPINE CONNECTOR State of Florida Registered Enghl PLATES ARE MADE OF 20/18116GA (W, WS/K) ASTM A653 GRADE 40/60 (W,K/H.S) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY AUK( A. SHASHOUA, PI., INC. DRAWING INDICATES CCEPTANCE OF PROFESS PROFESSIONAL ENGINEERING FRESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT 11295 Lakeview Drive . •DUR.FAC. 1.33 DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE E Springs, FL 33071 BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. FBC/TPI2002(STD) Ce/RT =1.00(126y10(0) QTY= 7 TOTAL= 7 (1ua) Ja3—m 8 11'3 "4 10' RIGHT JIG = 3'5 "6 SEQ = 11436 SCALE = 2.0907 TC LL 30.Opsf TC DL 15.0psf BC DL 10.Opsf BC LL O.Opsf aer 55.Opsf SPACING 24.0" REF DATE 08-02 -2004 DRWG O/A LEN. 3 TYPE jack Job:(40558) ALL PRO - OMENACA RES / J3D THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRS LAYOUT Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Shim all supports to solid bearing. T 12 5 Rv=171 t_ r. rec LEFT JIG =3'3 "2 TAG = T22 PLT. TYP: WAVER =1.500 "MIN 2'10 °8 . 2.5 12 148 mph wind, 10.94 ft mean hgt, ASCE 7 -98, CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL =5.0 psf, wind BC DL=5.0 psf. Components and cladding wind pressures considered for uplift callouts. Rv =111# U =217# NAILED Mir Ailk 11'290 FBCTrPI2002(STD) Cq/RT =1.00(1.25y10( 0) QTY= 1 TOTAL =1 Cndnm Desissed Inns Ca. 777 S.W.12th Avenue Pompano Beech, FL 38088 Phone: 954- 788 -8800 Fax 984. 788.3804 Ry��77/p R�N��NN��yy" TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANOUNG, SHIPPING, INSTAWNG AND BRACING. EFER TO aCSI 1.03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 8300 ENTERPRISE LN, MADISON, WI 53718) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLYATTACHED RIGID CEIUNG. "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLNG, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPUCABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/18GA (W,HIS/K) ASTM A653 GRADE 40160 (W,K/H,S) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1 -2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. Rv=43# =180# NAILED 0011lttlu1U111 j,`. yt S7?1 NO.TE 1 9554 REV. 7.02.0527.11 01- pp • srntpnnn'+ *$,` State of Florida Registered Engin TC LL TC DL BC DL BC LL OT.LD. 10'5 "8 10' RIGHT JIG = 8 "15 SEQ = 13006 SCALE = 2.2669 30.Opsf 15.Opsf 1 O.Opsf O.Opsf 55.Opsf REF DATE 08-02 -2004 DRWG 0/A LEN. 3 MAURICE A. SHASHOUA, P.E, INL. DUR.FAC. 1.33 11295 Lakeview Drive Coral Springs, FL 33071 (305) 753 -1985 SPACING 24.0" TYPE jack Job:(40558) ALL PRO - OMENACA RES / JS3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Shim all supports to solid wring. 148 mph wind, 10.87 ft mean hgt, ASCE 7-98, CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL =5.0 psf. Components and cladding wind pressures considered for uplift callouts. Rv=113# U =222# NAILED 12 6 p ,, AlIk ,,t, E1 M 81 2.5 12 2 11111 Rv-43# Uk180# !AILED = 1.500 °MIN LEFT RAKE = 4 05 LEFT JIG = 3'4 "12 TAG = T27 PLT. TYP: WAVE/R Cudam )leeiy"ed Trop Ca. 7778.W 12th Avenue • Pompano Beach, FL 38085 Phone' 964- 786 -8800 For 854 - 786-8804 0011011111100 44 �Q,Q;GltIF1501l z0 t NO.19554 "a REV. 7.02.0527.11 R�NN��Naa TRU$ IN FABRICATING, HANDLING, SHIPPING, INSTAWNG AND BRACING. STATE Ui- ; , 'iOSCS1 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53710) AND WI•CA (WOOD TRUSS COUNCIL OF AMERICA, 8300 ENTERPRISE ©� '%.10 �" ,'�; LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE �; o` INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL. PANELS AND BOTTOM CHORD SHALL HAVE A l4 ........... a:01'‘ +`� PROPERLY ATTACHED RIGID CEILING. �''oN�air',, "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, i�ifffrffffrfta�B',� INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR Ste of Florida Registered Engine PLATES ARE MADE OF 20/18/16GA (W,H/SIK) ASTM A653 GRADE 40/60 (W,K/H,S) GALV. STEEL APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANYURiCE SHASH�UA, P.E., INC: INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1 -2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENTII ?95 Lakeview Drive DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE Carol Springs 33071 BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. FBC/ TPI2002 (STD)Cq/RT =1.00(1.25y10(0) QTY= 5 TOTAL= 5 • (3)5) 753 -19135 TC LL TC DL BC DL BC LL TOT.LD. 10'5"13 10' RIGHT JIG = 1'1"8 SEQ = 11470 SCALE = 2.0407 30.0psf 15.0psf 10.0psf 0.0psf 55.0psf DUR.FAC. 1.33 SPACING 24.0" REF DATE 08 -02 -2004 DRWG 0/A LEN. 3 TYPE jack Job:(40558) ALL PRO - OMENACA RES / J3C THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Shim all supports to solid bearing. 12 5 148 mph wind, 10.98 ft mean hgt, ASCE 7 -98, CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL =5.0 psf. Components and cladding wind pressures considered for uplift callouts. Rv=116# U =227# NAILED = 1.500 "MIN Rv=45# U =180# LEFT JIG = 3'4'12 TAG = T23 PLT. TYP.-WAVE/R Certain Resigned TM, Co. 7775.W. 12th Avenue - Pompano Beach. FL 33059 Phone: 954-788 -8800 Far 954 - 7888804 ,.•�,, tiouUW tttttt!`, 0�k 5 A: S,. 4 rr i S r S • 0 :01/4 C O FBC/TPI2002(STD) cqIRT =1.00(1.25y10(0) QTY= 1 TOTAL= 1 4:1%0. 195 : E REV. 7.02.0527.11 N mmiNd+° TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING. INS f�TNG AA D 8R ING. STATE OF r TC LL 30.Opsf REFER TO 1 1.03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, / 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA 5300 ENTERPRISE �� %• ~ 0�� o LN, MADISON, Al 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE �r !� ' . �� TC L L 15.0 psf INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A '.,� a) "•••' G� *p*" "IMPORTANT,* PROPERLY FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, r,�OSt ��NA� t+ i'° '�`` BC DL 10.Opsf INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN ° °," .s CONFORMANCE WITH TPI; OR FABRICATING, HANDLNG, SHIPPING. INSTALUNG & BRACING OF TRUSSES. DESIGN BC LL O.Opsf CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR 'Mat 40 of Florida Registered Engin er PLATES ARE MADE OF 20/18/18GA (W.H/S/K) ASTM A653 GRADE 40/80 (W,K/H,S) GALV. STEEL APPLY PLATES TO TOT.LD. 55. Opsf EACH FACE OF TRUSS AND, UNLESS OTpH)ERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY y p (cE A. SHASHOUA, P.E, INC. DRAWING INDICATES AS CCEPTA FOLLOWED OF PROFESS ONAL ENGINEERING RESPONNSIBIEUTY SOLELY FOR THE TRUSS COMPONENT 11295 Lakeview Drive . •DUR.FAC. 1.33 DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE Coral Springs, FL 33071 SPACING 24.0" BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. (aua) 753—I9 S8 11'3 "4 10'593 10' RIGHT JIG = 8 "15 SEQ = 11482 SCALE = 2.1925 REF DATE 08-02 -2004 DRWG O/A LEN. TYPE jack Job:(40558) ALL PRO -OMENACA RES / J3A THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Components and cladding wind pressures considered for uplift callouts. Bottom chords beneath the following list of bearings numbered from left end of truss: #3 must be cut prior to applying loads to this truss. 146 mph wind, 10.98 it mean hgt, ASCE 7 -98, CLOSED bldg, Located anywhere in roof, CAT 11, EXP C, wind TC DL =5.0 psf, wind BC DL =5.0 psf. Rv=116# U =226# NAILED LEFT JIG = 3'4 "12 TAG = T19 PLT. TYP: WAVEIR Cestam Wood Truss Co. 777 S.W. 12th Avenue • Pompano Beach, FL 33069 Phone: 954 - 788.8800 Fat 96418640904 11001111W211/t44, NO. 19554 i - s N�o : ,gyp CJTATE Oi- REV. 7.02.0527.11 ;ma.. TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDING, SHIPPING, mrkA_ING AND BRACING. TO SCSI Ti (BUILDING COMPONENT SAFETY INFORMATION), PUBISHED BY TPI (TRUSS PLATE INSTRUTE, �] {u 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) AND WrCA (W000 TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE 7h ••.•l'ORICAS ,•' j�sr°, W, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE w �� *�v INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ��'' 1/0I'1�{�'C-. a��! "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, 1'ttlrirrlttr 1011'' INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTAWNG & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR State of Florida Registered Engine PLATES ARE MADE OF 20/18/16GA CW,H/S/K) ASTM A653 GRADE 40/60 (W,K/H,S) GALV. STFFI APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY MAURICE A. SHASHOUA, P.E., INC. INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1 -2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONEN111 t95 Lakeview Drive DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE Coral Springs, FL 33071 SPACING 24.0" BUILDING DESIGNER PER ANSI/ -PI 1 SEC. 2. FBC/TPI2002(STD) Cq/RT =1.00(1.25y10(0) QTY = 1 TOTAL =1 TC LL TC DL BC DL BC LL TOT.LD. 11'3 "4 10' RIGHT JIG = 3'0 "4 SEQ = 13025 SCALE = 2.1387 30.Opsf 15.Opsf 10.Opsf 0.0psf 55.Opsf DUR.FAC. 1.33 REF DATE 08-02 -2004 DRWG OM LEN. 3 TYPE jack Job:(40556) ALL PRO - OMENACA RES / J3E THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 Dense Bot chord 2x8 SP #2 Dense Shim all supports to solid bearing. Rv =139# 148 mph wind, 11.10 ft mean hgt, ASCE 7 -98, CLOSED bldg, Located anywhere In roof, CAT 11, EXP C, wind TC DL =5.0 psf, wind BC DL=5.0 psf. Components and cladding wind pressures considered for uplift callouts. Rv=78# U =180# NAILED LEFT JIG = 2'9 "8 TAG = T6 PLT. TYP: WAVER Custom Missed Irmo Co. 777 B.W. 12th Avenue Pompano Beach, FL 38068 Phone; S54-781343800 Fafc 954. 788.8804 1.,`Tej1nH1I urr 41,J/ +2' 'ii 1FlC.,+ '• . O �;U` ''1A ®�, RIGHT JIG =7"6 NO. �9SSd ; ;; ' = SEQ = 11637 REV. 7.02.0527.11 SCALE = 2.2669 +�NINd++ TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. Q �J . STATE Oi_ I j . E. TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION). PUBUSHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 8300 ENTERPRISE a '•,• O�i�1i"'*.....y...4,1147.. OTHERVVISE PROPERLY ATTACHORD SHALL PPRACTICES PRIOR TO ROPERLY ATTACHED STR PERFORMING UCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A ,i•,•„� `496,..7 ••• ••••• y...... ........ "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, ''�/h,01V A tree' INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR Slate of Florida Registered Engin PLATES ARE MADE OF 20/18116GA (W,HBAC) ASTM A853 GRADE 40/60 (W,K/H,S) GALV. STEEL APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 180A -L ANY �A ( A, SHASHtlUA. P.E, INC. DRAWING INDICATES CCEPTA FOLLOWED OF PROFESS PROFESSIONAL ENGINEERING FRESPONNSIBILLITY SOLELY FOR THE COMPONENT 11295 Lakeview Drive . •D UR.FAC. 1.33 DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE Dial Springs, FL 33071 SPACING 24.0" TYPE jack BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. FBC/TP12002(STD) Cg/RT =1.00(1.25y10(0) QTY = 1 TOTAL = 1 (305) 7bJ=T0lfii TC LL 30.Opsf TC DL 15.0psf BC DL 10.Opsf 3�BC LL O.Opsf I OT.LD. 55.Opsf REF DATE 08 -02 -2004 DRWG O/A LEN. 20400 Job:(40558) ALL PRO - OMENACA RES / J1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense 148 mph wind, 10.45 ft mean hgt, ASCE 7 -98, CLOSED bldg, Located anywhere In roof, CAT II, EXP C, wind TC DL =5.0 psf, wind BC DL=5.0 psf. Components and cladding wind pressures considered for uplift callouts. LEFT RAKE = 4 "5 LEFT JIG = 1'3" TAG = T15 PLT. TYP: WAVER FBC/ TPI2002(STO) Cq/RT =1.00(1.2010( 0) QTY= 7 TOTAL= 7 East= Designed Truss 777 S.W. 12th Avenue Pompano Beach, FL 38069 Mona: 954- 786A800 Fax 964- 788.8804 ;INSTALLING m TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. ;army. BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBUSHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHAD. NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/181160A (W,WS/K) ASTM A653 GRADE 40/60 (W,K/H,S) GALV. STEEL APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY MADE 5 SHASUQUA, P.E. , INC. INSPECTION OF PLATES DRAWING INDICATES ACCEPTANCE OF PROF AESS ONAL ENGINEERING RESPONSIBIEUTY SOLELY FOR THE TRUSS COMPONEN1117.95 Lakeview Drive • DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE Springs, FL 33071 BUILDING DESIGNER. PER ANSI/TPI 1 SEC. 2. j0011IIt n111111lj1 N5 %. S%I♦,' Pr jr' % 4t 0 Z , �' : G NO. 19554 • g REV. 7.02.0527.11 ho a STATE O1- : intenevessesses State of Florida Registered Engin TC LL TC DL BC DL BC LL esrTOT.LD. !SS-1 UtRS RIGHT JIG = 1'5 "7 SEQ = 11439 SCALE = 4.0897 30.0psf 15.0psf 10.Opsf O.Opsf 55.Opsf REF DATE 08-02 -2004 DRWG O/A LEN. 1 DUR.FAC. 1.33 SPACING 24.0" TYPE jack Job:(40558) ALL PRO -OMENACA RES / J1A THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRS LAYOUT Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Components and cladding wind pressures considered for uplift callouts. LEFT JIG =1'3" TAG = T20 PLT. TYP: WAVE/R 12 5 p Bottom chords beneath the following Iist of bearings numbered from left end of truss: #3 must be art prior to applying Toads to this truss. 146 mph wind, 10.55 ft mean hgt, ASCE 7 -98, CLOSED bldg, Located anywhere in roof, CAT 11, EXP C, wind TC DL =5.0 psf, wind BC DL =5.0 psf. lA 01 B1 Rv=66# U =180# Wreq =1.500 "MIN Rv=16# U =180# NAILED Rv=30# U =180# NAILED FBC/ rPI2002 (STD)Cq/RT =1.0o(1.25y10(0) QTY= 1 TOTAL= 1 • 10'5 "4 10' 5 sitION g': 'g:{IF /O•. yo NO. 19554 I 8 REV. 7.02.0527.11 Cuban T 777 BM. 12th Avenue Pompano Beach, FL 38080 Phone: 954. 786$800 Fax 854 - 788-8804 �NING� TRUSSES REQUIRE EXTREME CARE INI FABRICATING, HANDLING. SHIPPNG, INSTAWNG AND BRACING. TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION , PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR.. SUITE 200, MADISON, WI.53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. OO NS _ D T TS, INC., SHALL NT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD HE TRUSS N CONFORMANCE WITH TPI; OR FABRICATING, HANDUNG, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPUCABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20118116GA (W.H/S/K) ASTM A853 GRADE 40 /80 (W,K/H,S) GALV. STEEL APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION FO BY LLOWED 1-2002 SEC. DRAWING INDICATE INDICATES CCE TA OF ROFESS PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONEN1II DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING ' ESIGNER PER ANSIJTPI 1 SEC S OTATE OF a ti ''gay 0NAi� �`� * +e. to of Florida Registered Engine URICE A. SHASHOUA, P.E., INC. 95 Lakeview Drive • al Springs, FL 33071 RIGHT JIG = 1'0 "11 SEQ = 13170 SCALE = 4.5039 TC LL 30.Opsf REF TC DL 15.Opsf DATE 08-02 -2004 BC DL 10.Opsf DRWG BC LL O.Opsf TOT.LD. 55.0psf O/A LEN. DUR.FAC. 1.33 SPACING 24.0" TYPE jack Job:(40558) ALL PRO - OMENACA RES / JS1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Shim all supports to solid bearing. 12 148 mph wind, 10.45 if mean hgt, ASCE 7 -98, CLOSED bldg, Located anywhere In roof, CAT II, EXP C, wind TC DL =5.0 psf, wind BC DL =5.0 psf. Components and cladding wind pressures considered for uplift callouts. LEFT RAKE = 4 "5 LEFT JIG =1'3" TAG = T28 PLT. TYP: WAVE/R 4° FBC/TPI2002(STO) Cq/RT =1.00(1.25)/10(0) QTY= 5 TOTAL= 5 &wami *st4 ned Time Co. 7776.w. 12th Avenue t Pompano Beach, FL 38068 Phone: 064- 788 -8800 Fax 954-786-8804 EFER IN « TRUSSES-REQUIRE EXTREME CARE IN FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO B CSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 8300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT C., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALUNG & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/S/K) ASTM A653 GRADE 40/60 (W,K/H,S) GALV. STEEL APPLY PLATES TO NSPECTION OF PLATES EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 180A-Z. ANY �(CE A. SHAS {QNA. P.E. INC/ DRAWING INDICATES ACCEPTANCE OF PROFESS PROFESSIONAL ENGINEERING RESPONNSIBILLI TY SOLELY FORT THE TRUSS COMPONENTI 295 Lakeview Drive DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE tea( Springs, FL 33071 Rv=13# U =18 Rv=19# U =180# NAI ED +tt``s po Wllttglk„,,r` 10'5 "4 10'0 "15 10' y0 NO.19554 ; g REV. 7.02.0527.11 ° ; STATE OF 5 G: g S me of Florida Registered Engin TC LL TC DL BC DL BC LL seTOT.LD. BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. • (JUD) I — 1'911$ RIGHT JIG = 1'1"8 SEQ = 11479 SCALE = 3.9918 30.Opsf 15.0psf 10.Opsf 0.0psf 55.0psf REF DATE 08-02 -2004 DRWG O/A LEN. 1 . DUR.FAC. 1.33 SPACING 24.0" TYPE jack Job:(40558) ALL PRO - OMENACA RES / J1 C THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRS LAYOUT Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Shim all supports to solid bearing. 0, LEFT JIG =1'3" TAG = T42 PLT. TYP: WAVE/ 12 6 r/• 146 mph wind, 10.55 ft mean hgt, ASCE 7 -98, CLOSED bldg, Located anywhere in roof, CAT 11, EXP C, wind TC DL =5.0 psf, wind BC DL =5.0 psf. Components and cladding wind pressures considered for uplift callouts. Rv=86# U =180# Wre .600 °MIN 178 U =180# NAILED U =180# NAILED Cam Trots Co. 777 S.W.12th Avenue Phote.954- 77888800 0S9 Fax 954 - 7868804 FBC/TPI2002(STD) Cq/RT =1.00(126y10( 0) QTY= 1 TOTAL= 1 NyypRN hav TRUSSES REQUIRE EXPi ME CARE IN FABRICATING, -IANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 8300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORM NG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTL RAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. C OT FURNISH NS DESIGN INSTALLATION N S TED TS, I**IMPORTANT** , SH LL E RESPO BLE FOR ANY DEVIATIIONFROM THIS DESIGN; ANY FAIWRE ALPINE BUILD THE TRUSS N CONFORMS WITH APPLICABLE PROVISIONS OFNDS (NATIONAL DESIGN SPEC, Y AF&PA) AND TPI. ALPINE CONNECTOR 5 :ate of Florida Registered Engineer BC LL CONFORMANCE WITH PLATES ARE MADE OF 20/18N6GA (W,H/S/K) ASTM A653 GRADE 40/60 (W,K/H,S) GALV. STEEL APPLY PLATES TO TOT.LD. INSPECTION OF PLATES EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY t,{qt C� A. SHAS'FIOUA, P.E, INC DRAWING INDICATES CCEPTANCE OF PROFESS PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT/' 295 Lakeview Drive .. DUR.FAC. DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE C gal Springs, FL 33071 BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. ttt SysP. g.... -TATS 0:;11 i- ; . ff NO.19554 ; "a �IJf:rOrRRIA7t63Y14tt�'` 10'5 "4 10'0 "14 10' REV. 7.02.0527.11 RIGHT JIG = 8 "15 SEQ = 11495 SCALE = 4.6171 TC LL TC DL BC DL (305) 753 -1988 30.Opsf 15.Opsf 10.Opsf O.Opsf 55.Opsf REF DATE 08-02 -2004 DRWG O/A LEN. 1.33 SPACING 24.0" TYPE jack Custom Designed Truss Co. 777 S.W. 12th Avenue, Pompano Beach, FL 33069 (954) 786 -8800 (954) 786 -8804 CUSTOMER: MODEL /TYPE: LOCATION: JOB #: HANDLING AND FNSTALLATION NOTES 1. Please read copy of "BRACING WOOD TRUSSES" attached 2. These trusses must be lifted with care useing a stongback or spreader bar to avoid damage to trusses and /or personnel. Custom Designed Truss Co. is not reponsible for incorrectly handled and /or installed trusses. Extra care must be taken with spans over 40' -0" and with scissor /vaulted trusses. We highly recommend that a crane and experienced personnel be used during installation. 3. Please review layout carefully to assure that components are installed as plan shows, are in their proper location, are positioned right side up, are turned in the right direction to preform as engineered. Should you have difficulties, please call us, and we will answer your questions and, if necessary, send a person to check the problem. We will not permit backcharges if this procedure is not followed. 4. Unless otherwise noted on this, DO NOT CUT ANY CHORDS OR WEBS IN ANY TRUSSES!!! It is the resposibility of the General Contractor or Owner to advise all trades. We are not responsible for field modifications unless athorized by signed agreement by our agent. 5. These trusses are to be spaced 24 inches on center unless noted otherwise. 6. When installing Scissor Trusses, Vaulted Trusses, or Cathedral Trusses, allowance must be made for horizontal displacement at one support. 7. If floor trusses must support concrete sub —floor, the plywood must ' ry T- �t I s ing the pouring operation and throughout the drying period. consult Archit record for shoring instructions. TEMPORARY BRACING NOTES 1. Please read copy of "BRACING WOOD TRUSSES" attached 2. These trusses must be substantially braced during installation a (plywood, roofing, etc.) is applied. Under no circumstances place e plywood, roofing, or other building materials on roof or floor syste is verly overload the trusses beyond their structural limits and cause failure resulting in serious injury or death. 3. Temporary bracing specified on truss drawings is required to prevent buckling of the member shown . The bracing used may be a 2x4 No. 3 SPKD or equal lumber, connected w/ (2) 16d nails minimum. This continuous bracing should be connected to a solid point at both ends. If it is possible to provide a continuous brace, this can be accomplished by "T" bracing the member by applying the same size and grade of lumber as the member on a 90 degree angle w/ 8d nails © '12 inch centers. Custom Designed Truss co. will not be responsible in any way for an improperly braced roof /floor truss system. 4. Permanent bracing is always required. Special desighn requirements, such as wind bracing, portal bracing, seismic bracing, shear walls, diaphragms, and other load transfer elements and their connections to these trusses must be designed by the project Architect or Engineer. 5. It is the responsibility of the General Contractor or Owner to advise all trades. If any questions arise please call this office for instructions at (954)- 786 -8800 STANDARD ROOF VALLEY DETAIL SUPPORTING TRUSSES II II 11 II II I w II II II II II II II AL it II 4isinkit VALLEY RUSSES 1. TRUSS INSTALLER IS RESPONSIBLE FOR FURNISHING AND INSTALLING BRACE MATERIAL 2. FOR VALLEY VERTICALS OVER 7' -6" IN LENGTH, BUILDER TO ADD 2x4 "T" BRACE TO SIDE OF VERTICAL FOR INTIRE LENGTH. FASTEN W/ 16d NAILS 6" 0.C. 3. THIS DESIGN IS VALID FOR WIND SPEEDS UP TO 146 MPH, A SHAPE FACTOR UP TO 1.1, AND A MEAN HEIGHT UP TO 30' —O" 4. THIS DETAIL IS FOR BRACING INFORMATION ONLY. SEE ENGINEERING DRAWINGS FOR ACTUAL SHAPE, PITCHES, OVERHANGS, HEEL CONDITIONS, AND PLATE INFORMATION. 5. TOP CHORDS OF SUPPORTING TRUSSES MEST BE SHEATHED WITH 1/2" MINIMUM PLY- WOOD, FASTEND AS REQUIRED BY GOVERNING CODES, OR SCABBED TO 1 FACE WITH 2x4 THROUGHOUT VALLEY AREA, FASTENED WITH 10d NAILS AT 6" 0.C. OR LATERALLY BRACED WITH 1x4 ATTACHED WITH (2) 8d NAILS AT EACH INTERSECTION IF TOP CHORD OF SUPPORTING TRUSSES ARE 2x6 OR LARGER. 6. THIS DESIGN SHOWS ONLY REQUIRED BRACING FOR INDIVIDUAL VALLEY SET. FOR PERMANENT AND TEMPORARY BRACING, WHICH IS ALWAYS REQUIRED, CONSULT THE BUILDING ENGINEER OR ARCHITECT. REFER TRUSS PLATE INSTITUTE PUBLICATION "HIB -91 SUMMARY SHEET" FOR OTHER IMPORTANT INSTALLATION AND BRACING NOTES. 7. BUILDER TO BEVEL BOTTOM CHORD OF VALLEY MEMBER OR ATTACH 6" WEDGE TO TOP CHORD OF SUPPORTING TRUSSES TO PROVIDE SOLID BEARING. 8. STRAP OR CLIP EACH VALLEY MEMBER TO TOP CHORD OF EACH SUPPORTING TRUSS. Custom Designed Truss Co. 777 S.W. 12th Avenue, Pompano Beach, FL 33069 (954) 786 -8800 (954) 786 -8804 DESIGN CRITERIA TOP CHORD: 2x4 No. 2D 19SP BOT CHORD: 2x4 No. 2D 19SP VERTICALS : 2x4 No. 3 19SP ALLOWED STRESS INCREASE. : 1.33 TOP CHORD LIVE LOAD TOP CHORD DEAD LOAD BOTTOM CHORD DEAD LOAD TOTAL LOAD 30 PSF 15 PSF 10 PSF 55 PSF STANDARD GABLE END DETAIL 2x4 GABLE VERTICAL 2x4, 6, OR 8 "L" BRACE SECTION "A" MATCH COMMON 12 '1x4 "L" BRACES NAIL 8" ON CENTER WITH 8d NAILS. 2x4 "L" BRACES NAIL 6" ON CENTER WITH 16d NAILS. SEE CHART BELOW FOR MAXIMUM LENGTHS OF BRACES. / /// /// CONTINUOUS BEARING SPACING OF VERTICALS MAX LENGTH W/O BRACE MAX LENGTH WITH BRACE MAX LENGTH 1x4 L —BRACE MAX LENGTH 2x4 L —BRACE MAX LENGTH 2x6 L —BRACE MAX LENGTH 2x8 L —BRACE 12" 5-2" 10'-4" 8' -0" 9' -8" 12' -9" 15' -10" 16" 4'-g" 9'-6" 7-3" 8' -9" 11' -10" 14' -11" 24" 4' -1" 8'-2" 6, -4" 7' -8" 10, -9" 13' -10" DIAGONALLY BRACE VERTICALS LONGER THAN SHOO IN CHART 2 -16d N LS PLYWOOD DONT PAST FIRST TRUSS 2 -16d NAILS 2x4 DIAGONAL BRACE 1. TRUSS ERECTOR IS RESPONSIBLE FOR FURNISHING AND INSTALLING BRACE MATERIAL. 2. BUILDER TO ADD A CONTINUOUS P.T. 2x4 LEDGER FLATWISE ON TOP OF BEARING SUPPORT, UP AGAINST GABLE BOTTOM CHORD. PROVIDE CONNECTION TO WALL TO RESIST 100 PLF UPLIFT AND 265 PLF HORIZONTAL LOAD INWARD OR OUTWARD. 3. THIS DESIGN IS VALID FOR WIND SPEEDS UP TO 146 MPH, A SHAPE FACTOR UP TO 1.1, AND A MEAN HEIGHT UP TO 30' -0" 4. THIS DETAIL IS FOR BRACING INFORMATION ONLY. SEE ENGINEERING DRAWING FOR ACTUAL SHAPES, PITCHES, OVERHANGS, HEEL CONDITIONS, AND PLATING INFORMATION. 5. WHEN ADJACENT TRUSS HAS A VAULTED BOTTOM CHORD, STABILITY OF WALL SUPPOR- TING .GABLE MUST BE CHECKED BY BUILDING DESIGNER. ADDITIONALLY, A 2x4 LEDGER MUST BE ATTACHED TO THE INSIDE FACE OF GABLE, FOLLOWING PROFILE OF ADJACENT TRUSS BOTTOM CHORD. FASTEN LEDGER TO EACH VERTICAL WITH 3 -1Od NAILS. 6. THIS DESIGN SHOWS ONLY REQUIRED BRACING FOR INDIVIDUAL GABLE TRUSS. FOR PERMANENT AND TEMPORARY BRACING, WHICH IS ALWAYS REQUIRED, CONSULT THE BUILDING ENGINEER OR ARCHITECT. REFER TO TRUSS PLATE INSTITUTE PUBLICATION "HIB -91 SUMMARY SHEET" FOR OTHER IMPORTANT INSTALLATION AND BRACING NOTES. 7. BOTTOM CHORD OF GABLE MUST BE PROTECTED FROM CONCRETE AND MOISTURE. 8. TEMPORARY GROUND BRACING IS REQUIRED FOR ALL GABLE END INSTALLATIONS. 9. THIS TRUSS MAY HAVE A MAXIMUM 7' -0" CANTILEVER WITH NO ADDITIONAL WEBBING. Custom Designed Truss Co. 777 S.W. 12th Avenue, Pompano Beach, FL 33069 (954) 786 -8800 (954) 786 -8804 DESIGN CRITERIA TOP CHORD: 2x4 No. 2D 19SP BOT CHORD: 2x4 No. 2D 19SP VERTICALS : 2x4 No. 3 19SP ALLOWED STRESS INCREASE.: 1.33 TOP CHORD UVE LOAD TOP CHORD DEAD LOAD BOTTOM CHORD DEAD LOAD TOTAL LOAD 30 PSF 15 PSF 10 PSF 55 PSF STANDARD DROP GABLE END DETAIL /— 2x4 GABLE VERTICAL 1><X 2x4, 6, OR 8 "L" BRACE SECTION "A" MATCH COMMON 3' -0" MAX 2x4 OUTLOOKER 4' -6" MAX 2x6 OUTLOOKER 12 "1x4 "L" BRACES NAIL 8" ON CENTER WITH 8d NAILS. 2x4 "L" BRACES NAIL 6" ON CENTER WITH 16d NAILS. SEE CHART BELOW FOR MAXIMUM LENGTHS OF BRACES. CONTINUOUS BEARING SPACING OF VERTICALS MAX LENGTH W/O BRACE MAX LENGTH WITH BRACE MAX LENGTH 1x4 L —BRACE MAX LENGTH 2x4 L —BRACE MAX LENGTH 2x6 L —BRACE MAX LENGTH 2x8 L —BRACE 12" 5' -2" 10' -4" 8' -O" 9' -8" 12' -9" 15-10" 16" 4' -9„ 9' -6" 7, -3', 8' -9" 11' -10" 14' -11" 24" 4' -1" 8' -2" 6' -4" 7' -8" 10' -9" 13' -10" DIAGONAILY BRACE VERTICALS LONGER THAN SHOWN IN (MART 2 -16d N ILS PLYWOOD CONT. PAST FIRST TRUSS HURRICANE CUP 1/2" MIN. PLYWOOD 2 -16d NAILS 2x4 DIAGONAL BRACE 1. TRUSS ERECTOR IS RESPONSIBLE FOR FURNISHING AND INSTALLING BRACE MATERIAL. 2. BUILDER TO ADD A CONTINUOUS P.T. 2x4 LEDGER FLATWISE ON TOP OF BEARING SUPPORT, UP AGAINST GABLE BOTTOM CHORD. PROVIDE CONNECTION TO WALL TO RESIST 100 PLF UPLIFT AND 265 PLF HORIZONTAL LOAD INWARD OR OUTWARD. 3. THIS DESIGN IS VALID FOR WIND SPEEDS UP TO 146 MPH, A SHAPE FACTOR UP TO 1.1, AND A MEAN HEIGHT UP TO 30' -0" 4. THIS DETAIL IS FOR BRACING INFORMATION ONLY. SEE ENGINEERING DRAWING FOR ACTUAL SHAPES, PITCHES, OVERHANGS, HEEL CONDITIONS, AND PLATING INFORMATION. 5. WHEN ADJACENT TRUSS HAS A VAULTED BOTTOM CHORD, STABILITY OF WALL SUPPOR- TING GABLE MUST BE CHECKED BY BUILDING DESIGNER. ADDITIONALLY, A 2x4 LEDGER MUST BE ATTACHED TO THE INSIDE FACE OF GABLE, FOLLOWING PROFILE OF ADJACENT TRUSS BOTTOM CHORD. FASTEN LEDGER TO EACH VERTICAL WITH 3 -10d NAILS. 6. THIS DESIGN SHOWS ONLY REQUIRED BRACING FOR INDIVIDUAL GABLE TRUSS. FOR PERMANENT AND TEMPORARY BRACING, WHICH IS ALWAYS REQUIRED, CONSULT THE BUILDING ENGINEER OR ARCHITECT. REFER TO TRUSS PLATE INSTITUTE PUBLICATION "HIB -91 SUMMARY SHEET" FOR OTHER IMPORTANT INSTALLATION AND BRACING NOTES. 7. BOTTOM CHORD OF GABLE MUST BE PROTECTED FROM CONCRETE AND MOISTURE. 8. TEMPORARY GROUND BRACING IS REQUIRED FOR ALL GABLE END INSTALLATIONS. 9. THIS TRUSS MAY HAVE A MAXIMUM 7-0" CANTILEVER WITH NO ADDITIONAL WEBBING. Custom Designed Truss Co, 777 S.W. 12th Avenue, Pompano Beach, FL 33069 (954) 786 -8800 (954) 786 -8804 DESIGN CRITERIA TOP CHORD: 2x4 No. 2D 19SP BOT CHORD: 2x4 No. 2D 19SP VERTICALS : 2x4 No. 3 19SP ALLOWED STRESS INCREASE.: 1.33 TOP CHORD UVE LOAD TOP CHORD DEAD LOAD BOTTOM CHORD DEAD LOAD 30 PSF 15 PSF 10 PSF TOTAL LOAD 55 PSF STANDARD FALSE BOTTOM DETAIL 'CONSULT TRUSS ENGINEERING FOR SHAPE, LUMBER, PLATE, AND OTHER INFORMATION —NOT SHOWN BY THIS DETAIL. SEE NOTE #3 MATCH COMMON 12 JSE BLOCK TO AVOID PLATE OVERLAP 4' -0" MAXIMUM SEE NOTE 42 BOTTOM CHORD MAY BE FLAT OR SLOPED WITHOU SUPPORT 1. TRUSS INSTALLER IS REPONSIBLE FOR FURNISHING AND INSTALLING BRACE MATERIAL. 2. SPLICE PLATE TO BE 5x6 AT VERTICALS; 3x6 PLATE BETWEEN VERTICALS. 3. 1x4 CONTINUOUS LATERAL BRACING AT 6' —O" ON CENTER AND AT JOINTS. FASTEN TO EITHER EDGE OF TRUSS BOTTOM CHORD WITH (2) 8d COMMON NAILS. 4. THIS DETAIL IS FOR BRACING INFORMATION ONLY. SEE ENGINEERING DRAWINGS FOR ACTUAL SHAPE, PITCHES, OVERHANGS, HEEL C0NDITIONS, AND PLATING INFORMATION. 5. DIAGONAL BRACING IS REQUIRED AT EACH END OF LATERAL BRACING AND 20' -0" INTERVALS IN FALSE BOTTOM CHORD AREA. DIAGONAL BRACING MAY BE ELIMINATED AT ENDS IF LATERAL BRACING IS ATTACHED TO THE STRUCTURAL BOTTOM CHORD OF AN ADJACENT TRUSS THAT HAS A PROPERLY ATTACHED RIGID CEILING. 6. THIS DESIGN SHOWS ONLY REQUIRED BRACING FOR INDIVIDUAL FILLER. FOR OTHER PERMANENT AND TEMPORARY BRACING, WHICH IS ALWAYS REQUIRED, CONSULT THE BUILDING ENGINEER OR ARCHITECT. REFER TRUSS PLATE INSTITUTE PUBLICATION "HIB -91 SUMMARY SHEET" FOR OTHER IMPORTANT INSTALLATION AND BRACING NOTES. 7. ADD STUD AT CANTILEVER CONDITIONS AND ATTACH WITH 3x4 MINIMUM PLATES. 8. FALSE BOTTOMS MAY BE SHIPPED LOOSE AND ATTACHED IN FEILD BY TRUSS INSTALLER. ATTACH FILLLER WITH 3x6 "NAIL PLATES" ON BOTH FACES OF FILLER AT EACH OCCURANCE OF A VERTICAL. FASTEN 4 "TRUSS NAILS" (.131 DIA. x 1 -3/8 ") IN STRUCTURAL BOTTOM CHORD AND 4 "TRUSS NAILS" IN FILLER. Custom Designed Truss Co. 777 S.W. 12th Avenue, Pompano Beach, FL 33069 (954) 786 -8800 (954) 786 -8804 DESIGN CRITERIA TOP CHORD: 2x4 No. 2D 19SP BOT CHORD: 2x4 No. 2D 19SP VERTICALS : 2x4 No. 3 19SP ALLOWED STRESS INCREASE.: 1.33 TOP CHORD LIVE LOAD TOP CHORD DEAD LOAD BOTTOM CHORD DEAD LOAD 30 PSF 15 PSF 10 PSF TOTAL LOAD 55 PSF 140.19554 13 STATE OF % /1011113! M81100 7' -O" CORNER SET TOP CHORD CONNECTION 7' -0" JACKS — 2 16d NAILS 5' -0" JACKS — 2 16d NAILS 3' -0" & 1' -0" JACKS — 2 16d NAILS MIN P = 2.5 12 MAX P = 10 3x4 1 BOTTOM CHORD CONNECTION (2) 16d NAILS COMMON JACKS 3x4 12 2 2x3 O U 1 <C LUJ cn OPTIONAL VERT. CDMM0N JACK iYP.) PARTIAL ROOF LAYOUT 45(\ DOUBLE BEVEL CUT > AT THE END OF TOP AND BOTTOM CHORDS. 3 2x3 9 -10 -12 4 3x4 CORNER JACK NOTE: THIS DESIGN HAS BEEN CHECKED WITH 148 MPH WIND LOAD. WALL HIEGHT 18 FT MAX. PROVIDE FOR UPLIFT AT BEARING WALL CONNECTIONS, 158 LBS AT COMMON JACKS & 258 LBS AT CORNER JACKS. (4) 16d NAILS Custom Designed Truss Co. 777 S.W. 12th Avenue, Pompano Beach, FL 33069 ` (954) 786 -8800 (954) 786 -8804 DESIGN CRITERIA TOP CHORD: 2x4 No. 2D 19SP BOT CHORD: 2x4 No. 2D 19SP VERTICALS : 2x4 No. 3 19SP ALLOWED STRESS INCREASE. : 1.33 TOP CHORD LIVE LOAD TOP CHORD DEAD LOAD BOTTOM CHORD DEAD LOAD TOTAL LOAD 30 PSF 15 PSF 10 PSF 55 PSF FIELD APPLIED OVERHANG DETAIL THIS OVERHANG DETAIL IS TO BE USED IN CONJUNCTION WITH MITEK DESIGNS WITH 2x4 I SCAB(TWICE THE OVERHANG LENGTH) TO ONE FACE WITH 16d NAILS AT 8" O.C. CLUSTER OF NAILS AND GRADE OF LUMBER AS PER TABLE BELOW SCAB LUMBER S0. PINE L MAXIMUM OVERHANG 16d NAILS * ** #2 N 2 -05-06 5 3 #2 2 -08 -06 5 3 #2 DENSE 2 -11 -12 5 3 #1 N 2 -11 -12 5 3 #1 3 -02 -10 5 3 #1 DENSE 3 -05 -01 5 3 2L MINIMUM QVERNANG SEE TABLE SPAN OF STANDARD TRUSS Custom Designed Truss Co. 777 S.W. 12th Avenue, Pompano Beach, FL 33069 (954) 786 -8800 (954) 786 -8804 DESIGN CRITERIA TOP CHORD: 2x4 No. 20 19SP BOT CHORD: 2x4 No. 2D 19SP VERTICALS : 2x4 No. 3 19SP ALLOWED STRESS INCREASE. : 1.33 TOP CHORD LIVE LOAD TOP CHORD DEAD LOAD BOTTOM CHORD DEAD LOAD TOTAL LOAD 30 PSF 15 PSF 10 PSF 55 PSF STANDARD WEB BRACING TRUSSES ® 24" 0.C. TYP. END OF BRACING MEM. SHALL BE CONNECTED TO A FIXED RIGID POINT OR X— BRACING AS NOTED ON THIS DETAIL 1x4 OR 2x3 LATERAL BRACE PER TRUSS DESIGN W/ 2 -10d NAILS PER WEB FOR FORCES UP TP 4600 lbs. FORCES IN EXCESS OF 4600 Ibs. REQUIRE 2x6 #3 OR BETTER NOTE: PROVIDE X— BRACING ® 20' -0" INTERVALS FOR WEB FORCES UP TO 2509 Ibs. AND © 10' -0" FOR FORCES GREATER THAN 2509 Ibs LATERAL BRACING DETAIL TRUSSES 0 24" O.C. TYP. NOTE: BRACE MUST BE 90% THE LENGTH OF THE WEB THIS DETAIL IS TO BE USED AS AN ALTERNATE FOR CONT. LATERAL BRACING END OF BRACING MEM. SHALL BE CONNECTED TO A FIXED RIGID POINT OR X— BRACING AS NOTED ON THIS DETAIL NAILING PATTERN T —BRACE SIZE NAIL SIZE NAIL SPACING 1x4 10d 8" O.C. 2x4 16d 8' O.C. NOTE: NAIL ALONG ENTIRE LENGTH OF T —BRACE (EACH PLY) T —BRACE SIZE # OF TRUSS PLYS 2 1 ROWS OF BRACING WEB SIZE 2 2 2x4 1x4 2x4 2x4 2x4 2x6 1x6 2x6 2x6 2x6 2x8 2x8 2x8 2x8 2x8 OP110NAL T —BRACE IN CASE THAT CONTINUOUS LATERAL BRACING CANNOT BE ACHIEVED SCAB BRACING ATTACHED TO WIDE FACE SAME LENGTH AND GRADE W /16d NAILS ® 4" O.C. SCAB BRACING L —BRACE SIZE # OF TRUSS PLYS 2 1 ROWS OF BRACING tag SIZE 1 2 1 ' 2 2x4 1x4 3:4 2x4 2x4 2x8 1x8 246 2x8 2x8 2x8 2x8 2x8 2x6 2x8 NAILING PATTERN L -BRACE SIZE 1 NAIL SIZE 1x4 2x4 NOTE NAIL HAR. SPACING 1Od 8' 0.C. 18d 8' 0.C. G ENTIRE LENGTH OF L -BRAG (EACH PLY) T -BRACE DETAIL L- BRACING Custom Designed Truss Co. 777 S.W. 12th Avenue, Pompano Beach, FL 33069 (954) 786 -8800 (954) 786 -8804 DESIGN CRITERIA TOP CHORD: 2x4 No. 2D 19SP BOT CHORD: 2x4 No. 2D 19SP VERTICALS 2x4 No. 3 19SP ALLOWED STRESS INCREASE.: 1.33 TOP CHORD LIVE LOAD TOP CHORD DEAD LOAD BOTTOM CHORD DEAD LOAD TOTAL LOAD 30 PSF 15 PSF 10 PSF 55 PSF 3,`4'4 6'8/4NA►- • o �`� ....................... �f�fa MO.19554 STATE 0F W OFFSET F3EAR1N6 jOiNi 12RG JOINT OF TRUSS 15iRG WALL./ N DEPTH OF 13011011 CI-10IRP NIS I3RG CONDITI-01\1 15 STRUCTURALLY SOUND WHEN E) imiENsipN "A" POES NOT Exc'EED- T DEPTA OF THE BOTTO . COD go' 1=t 15=1 1=1 Custom Designed Truss Co. 777 S.W. 12th Avenue, Pompano iSeach, FL 3300 k (954)1E36-8800 (954)1E6-M04 CD102016 DESIGN CRITERIA TOP CNORD: 2x4 No. 2D 196P ISOT CI-10R13; 2x4 No. 2D ISSP VERTICALS ; 2x4 No.3 !SSP A1.4.011ED STRESS INCREASE. ; TOP CHORD LIVE LOAD 30 P51 to ci19RD MAP LOAD LoA I Mr 130170M CHORD DEAD LOAD 10 1=V TOTAL LOAD SS PSF .1 .. .. .............. . !'4�;\ . F1 . '••..÷0% z 10 NS:TA T17 E975. F4 ) ... 4."4,4870NAL .. ,,••• PIGGYBACK CONNECTION DETAIL THIS DESIGN IS NOT REQUIRED TO ME UP WITH 1RUSS BELOW. CODE APPROVED STRAP lir 111S DESIGN MUST UNE UP MTh 1RUSS BELOW ' 1 2x4,2x6,2x8,2x10,2x12— #2 SPRUCE—PINE—FUR,#2 OR #2 PT. S.Y.P. OR ONE FACE W/ 16d (0.128x3.0" 0 4" O.C. THROUGHOUT 2*-0* P r NI. 8"x8"x1/2" EXTERIOR TYPE PLYWOOD ATTACHED TO TRUSSES 4Th 8- Bd NAI P 2 r/A 1 r i k SEE CHART BELOW 1,0 .. •••••• .:P bGYBACK 1RUSS 1411111 1 1 s 1 AS NEEDED, HEM—FUR,#2 BE I ILK. WEBS S.Y.P., ATTACH TO ) GUN NAILS AND CHORDS . • 0 ..... c� =1.3cRa 2x4 STRUCTURAL PURUNS AT 2e OC TRUSS BELOW 5 ................ '."9.:A 1St PURLIN OFFSET CHART 7 4 ,iE 2x4 PURLINS AT Mr O.C. PITCH 3 4 5 6 7 8 OFFSET 1-9-7 1-4-5 1-1-5 11-5 9-15 8-15 PITCH 3.5 4.5 5.5 6.5 7.5 8.5 STRUCTURAL TRUSS BELOW OFFSET 1-8-8 1-2-10 1-0-3 10-10 9-7 8-9 ELEVATED DESIGN FLUSH DESIGN PEAK SCAB DETAIL 14G PIGGYBACK TRUSS PIGGYBACK TRUSS OVERLAP TRUSSES ATTACH W/ 16d NAILS 11 a> 4° STAGGERED STRUCTURAL TRUSS BELOW . . _.■IM'llr/AIP%//VAII.4rAPr 2x4 PURUNS AT 48" O.C. STRUCTURAL TRUSS BELOW OVERLAPING DESIGN 1. TRUSS ERECTOR IS RESPONSIBLE FOR FURNISHING AND INSTALLING BRACE MATERIAL. 2. BUILDER MUST PROVIDE TOP CHORD PURLINS AT 24" ON CENTER TO REPLACE PLYWOOD SHEATHING DIAPHRAM MISSING BETWEEN PIGGYBACK AND SUPPORTING TRUSS. 3. THIS DESIGN IS VALID FOR WIND SPEEDS UP TO 146 MPH, A SHAPE FACTOR UP TO 1.1, AND A MEAN HEIGHT UP TO 30'-0" 4. THIS DETAIL IS FOR BRACING INFORMATION ONLY. SEE ENGINEERING DRAWING FOR ACTUAL SHAPES, PITCHES, OVERHANGS, HEEL CONDITIONS, AND PLATING INFORMATION. 5. ATTACH PURLINS TO STRUCTURAL TRUSS WITH 2 16d NAILS AT EACH INTERSECTION. BRACE VERTICALS LONGER THAN 48" WITH 1x4's AT HALF POINTS CONNECTED WITH 2 10d NAILS AT EACH INTERSECTION. LATERAL BRACING MUST BE ANCHORED AT ENDS. 6. THIS DESIGN SHOWS ONLY REQUIRED BRACING FOR INDIVIDUAL PIGGYBACK. FOR PERMANENT AND TEMPORARY BRACING, WHICH IS ALWAYS REQUIRED, CONSULT THE BUILDING ENGINEER OR ARCHITECT. REFER TO TRUSS PLATE INSTITUTE PUBLICATION "HIB-91 SUMMARY SHEET" FOR OTHER IMPORTANT INSTALLATION AND BRACING NOTES. -----------__, DESIGN CRITERIA ..0000.1i111114444, e s pk,.. SH. 40 41, ''' 's...* i 4"- • 01. •C4),.. co, fs. •If 0 •S(I, 'IF Z :CI elt 7 '11 3 i NO. j9564 1 i ....0 ... STATE OF .: g f 5. ..$) ... 11 • e" 111110.$it .sif TOP CHORD: 2x4 No. 2D 19SP BOT CHORD: 2x4 No. 2D 19SP VERTICALS : 2x4 No. 3 19SP MOWED STRESS INCREASE.: 1.33 TOP CHORD LIVE LOAD 30 PSF TOP CHORD DEAD LOAD 15 PSF BOTTOM CHORD DEAD LOAD 10 Custom Designed Truss Co. 777 S.W. 12th Avenue, Pompano Beach, FL 33069 (954) 786-8800 (954) 786-8804 TOTAL LOAD , 55 PSF WEB BRACING RECOMMENDATIONS 1 X —BRACE BY SIZE MAXIMUM WEB FORCE (Ibs) 24" 0.C. 48" 0.C. 72" 0.C. BRACING AB MATERIAL TYPE C D BRACING A MATERIAL B TYPE CD C D 10' -0" 4600* 4600* 4600* 6900* 1344 4600* 4600* 6900* 4034 6382 12' -0" 3942* 3942* 3942* 5914* 1344 3942* 3942* 5914* 3942* 5914* 14' -0" 450* 3450* 3450* 5175* 1344 3450* 3450* 5175* 3450* 5175* 16' -0" 3066* 3066* 3066* 4600* 1344 3066* 3066* 4600* 3066* 4600* 18' -0" 2760* 2760* 2760* 4140* 1344 2760* 2760* 4140* 2760* 4140* 20' -0" 2509* 2509* 2509* 3763* 1344 2509* 2509* 3763* 2509* 3763* *= CONTROLLED BY CONNECTION TYPE BRACING MATERIALS A 1 x4 1ND. 45 SYP —OR- 1x4 #2 STD. (DF, HF, SPF) B 2x3 #3 STD. CONST. (SPF, DF, HF, OR SYP) C 2x4 #3 STD. CONST. (SPF, DF, HF, OR SYP) D 2x6 #3 OR BETTER (SPF, DF, HF, OR SYP) �`'• ''� `� \44 X— BRACING MATERIAL >,....4,411.0,44,,,, �'�' `,�7,.`�' Iiiii .. diiiir;. �1/ "� �' irp 1,dr LATERAL BRACING II i MATERIAL ` 16d NAILS ,�� SEE NOTES 4 & 8) ��► -��, 16d NAILS ------` (SEE NOTES 4 & 8) DESIGN CRITERIA 00", Nd. siiilj`°`' °" r °` 'Q°� '' ".. 'i NOVEMBER 6, 2003 To whom it may concern: Re: TRUSS WEB BRACING CUSTOM DESIGNED TRUSS CO Dear sir or madam: For any of the trusses designed by this office, where lx4 lateral bracing is called for on our engineering sheets, the following may be substituted: Hone brace is called for, 1x4 "T" or "j," , Hem Fir or southern yellow pine may be used With 8d nails at 8 inches o.c. If two brace are called for, 2x4 "T" or ' or te. Hem Fir or Southern Yellow Pine mat be used With 12d nails at 8 inches o.c. In all cases, the "T" or ".L" brace must be installed and centered along at least 90% of the Length of the web. Please let us know if you have questions reguarding the above. Sincerely; Morris A. Shashoua, P.E., Inc Cc: CDT MORRIS A. SHASHOUA, P.E. MAURICE A. SHASHOUA, P.E. , INC. 1908 NW 112 AVE. CORAL SPRINGS, FL. 33071 (954) 753 -1988 FL. REG. NOS. EB5251 &19554 .L el °ffft Detail r.ar;: l e5.25/1 and Sreater L- uriber /o he 5pe-ciftec/ on fru55 tle.igrn. Trusses shQl1 be fa *erred ho bearing avail. w9Ih fraring anchor or equivalent. In arias *u5j ct to hurricane winds, trusses shall k fastened with I,•;8" r P' *eel strap gnciior enhedded In Ite bear' and berg over•rop•Chdrd •(l oft Cfrord on caiilllevered Iasi and secured with nail . Other equivalent methods may he u d..Soffit r;iernbers over: C" !dog. shelf be•fa: tat& to a 244 Treated hedger with framing anchor; ledger to be bolted to wall &cry P" (every 24" for /ovediar errea er than. #1") 74" . 12" ilk 1i {'" e'le'aca -ca shim e'c1•!:d ftYP.1da1T'. • 2x:1 of 13" to: 24 2114 •• •. • • Vert'i'cal with 1'10.! a• 1-x3 °r •:'^! :§Ago it ;lth T3t6 4.s'° -. •.1•:x3: ;shun. ao1.fd: oir far •••Z•:{ :'" .t 6-36", `. •. • g6NTI.L V-Efl WITtf VEti1111NG` AND ••LEVE7� :'• ,FS' :E;,E.'•• ;. 11 1TIi :;fir:,11En :;T11USS : :DESIOt1,1 r` • 5 tai in; -- ! I]yertiai :' engtj�" r .•• • • "R c uLigi3.. ?.5+i•tH, :.Zip •Le'ye1. :Return • "1'1 ca • • optirial 2s • {...5 :till- fa-ac1a ' • .. .. . i . j'a ` ,11A.N I,':1-.1t(11 ': M1tki. 7 7" • •Mli,{ . 2; . . .... • .. • :. • ':t'•EIt.• I?11�1EL'1 • • •• ., .• • • •. •: MP,};•. • • • `'`'2'x1 iiiliya kit N *,..[il }TE7tii: PAiNEt, Po1'h1.T5• 140•b 6C F1AXT • .. +2x_l. ,9 :3 ..1l U- ..FI. � 0 - a "TTE'F{• COt1TIIIUOU.S: L1lTERA.L.•.ROT•TOM • ' CIfil:RD l3• 1thEF: NfC.-``'11• AL 1IJLRE,p ::•0- .-- TI:, "..iic:••4X • AT'!t'C11 WI•Ti •. -T °1,ick.°1 i :.: :; ,.1]IIICC.I'HIG; 1.1or RREt7UIiiE"R : :•IE' •11310 :CEILING - - -I4. :� 1' -T'- 1 C-1I0..:. ;d:T:1l -? .'TIJ 0 1TOM. 0.148•tip•:. = A•It:] C T 1G ~..' _:.. • • MATERRY1t1,': 0. 012,.5CIPP17: :4n'41110 ,$'f:Tacit'EI7•'l'A1 % lI'1(iI ,,E 1D5'. : O.S. .111TicAaZE :S.dTPPOR•T.-11Y•fit ;tibia- *cOky, T * 1,,r. /gy m �' \TATS` Custom Designed Trus~"� :• 9.:-..1:.. •:.. ., = 777 S.W. 12th Averifi S • _ ' • CVS- Pompano Beach, FL 33069' "!r» ,,a:,!,'_+ °'' . - (954) 786 -8800 - (954) 786 -8804 shim 3011d '*Fi Vaal; l his safety, alert 'symbol is used to " attract:.youur attenfiont PERSONAL SAFETY IS INVOLVED' When you see this symbol - BECOME ALEFi7" - HEED ITS MESSAGE CAI.ITICI C Ait- ION Identifies ®perati " prat- tices or indicates unsafe conditions that cofiIdresult in personal-,Injury ardamage to structures HI -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES © Itis the resoonsibilityof the installer (builder, building contractor licensed contractor, erector or erection contractor) to properly receive; unload. store: handle, install and brace metal plate connected wood trusses to protect life and property. The installer DANGER A; DANGER fdeSignafeee condition where fatl pie to follow instructions or heed warn- ring�,,Y'c will rnoef likely resit in serious personal injury or deatllt c Ott image t€ jructur 7� '+lilARNING WARNING desctit%s a coriclitlon, • vii i&e failure to follow instructions could result "i severe persarial injurji or damage to structures must exercise the same high degree of safety awareness as with any other structural, material: TPI does not intend these recommendations to be interpreted as superiorto the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof orfloor These recommendations are based upon the collective experience of leading technical personnel in the wood truss C �1UTICi�t The brander; i ildingreontrect c licensee - contractor, erector or erection contractor iS ad - vised to obtain and read the entire booklet "Com- mentary and Recoi7nmendations for Handling, In- lling & Brag! stang Metal Plate= Con d; nected Woo, cusses;. Hll3 g j,' tom tt a Tit iss Plate Institute TRUSS PLATE INSTITUTE 583 D'Onof rio Dr., Suite 200 Madison, Wisconsin 53718 ...:.....:. (608)833 -5900 . industry, but must, due to the nature of responsibilities involved, be presented as a guide for the use of a qualified building designer or installer. Thus, the Truss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use application or reliance on the recommendations and information contained • herein by building designers, installers, and others. Copyright © by Truss Plate Institute, Inc:. All rights reserved. This document or any part thereof must not be .. reproduced in any forrnwithout written permission of the publisher. Printed in the United States of America. -"CAtitit7N- 4iltemrAP. ngsFioitilcJtiiynofess: than 2x4 grade marked lumber. All connections,: should be made with minimum of 2 -16d nails Ali; trusses assumed 2' on- center ar less All multi rely_ trusses should "be connected i;ogether, in at cor. -: dance with tfestgnldra rin0s fsriorto iVnatallation, ;; -AIlTIO "Trits44 sFtouldnot unloaded on rough terrain or un even surfaces which could cause damage to thetru CAUTION Trusses Stored hotizantally should- be supported on Mocking to prevent excessive lateral ei cilnj Old lessen mnoisturegstfr `Y •,� WARNING Do not break banding until installation- begins. Care should beexercised in banding remov 0a1 to avoid shiftin • of.lrlit ividual trusses V ABNING. uuiwtli'iuu diauiivaauauy aitu5. Dc$ not use damaged trusses.- =r � CAUTION;; Trusses :stored vertically should be`;: braced to prevent toppling 9r�tipping DANG* Do not store bandies upright 'unless properiybraced. Do not break bands until bundles_:; WO! __aced in a stapt ter rizontai,pOsitioll. - DANGER WNalkina art trusses which are lyingflate is extremely d angerous and should be strictly rohibited t Frame 1 1NARNiNd Donot attach cables, chains, or hoo x, to the web members':" r. WARNING: Do not (Ift single trusses with spans greater than 3O',by the peak; or less MECHANICAL INSTALLATION i I i Approximately ? Approximately truss length %truss length Tag.. Truss spans less than 30' Line. Spreader Bar. Tag Line - Toe In Toeln:.. Approximately 1/2 to 2/3 truss length Lifting devices should be connected to the truss top chord with a closed -loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Spreader Bar Strongback/ Spreader Bar 'MakIPAIWIti .Approximately :- 2/3 to � truss length Spreader Bar 10' 10' • Toe' In • Toe tn. ...:.:.. At or Approximately ?h to 2/3 truss length above //ee ". mid-height ..01Z-110110111 %Ie l ..' Approximately .:' ... . . 2/3 to 3a truss length Less than or equal to 60'.,... Tag Line Tag Line Greater than 60' L CAtJTIO Temporary bracing shown in this Su ary eet` IS - adequate for thb Instal aftan of trusses uirithsimilarcorifigurations. Consult a registered professionalengineer if a differentbracing arran g ement is desired. The engineer may :ra.ing in accordance with TPI's Recommended DesignSpecification for Temporary Bracing ofMatafFiafe Connected Wood Trusses, DSB -89, and in same cases eterp ne hata-fi► 0:EspaclrIO is ptxssible. GROUND BR 4CING :BUILDING INTERIOR:.: GROUND BRACING BUILDING EXTERIOR . - Typical vertical attachme End Wall Sick Blocking Ground brace vertical (GB,) TopChord 1 ' truss of brac_1 g oup oftruss_s End:b(ece (E8) Ground brace diagonals (GBH) Ground brace. vertical (GBv) Ground Front brace verticals (GB ) Ground brat diagonals (GE ) Note: 2n° -floor syste shall have adequate m capacity to support ground braces 2ntl floor , 1st. rriss of.br: gyp of trusse ce (EB) Strut (sT). 1°' floor Driven ground: Typical horizontal tie member with stakes - multi le stakes HT). CAUTION: Ground brae ng required for all installations. Frarrm 2 PITCHED TRUSS TOP CHORD TEMPORARY BRACING 12 -^ 4 or greater SPAN Up to 32' Over 32' - 48' Over 48' - 60' Over 60' MINIMUM PITCH 4/12 4/12 4/12 TOP CHORD LATERALBRACE SPACING(LBs) 8' 6' 5' TOP CHORD DIAGONAL BRACE SPACING (DBS) [ #trusses] SP /DF 20 10 6 SPF /HF:' 15 7 4 See a registered professional engineer Note: Bottom chord & web member temporary bracing also required - refer to Frame 4.i DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce- Pine -Fir All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace Required 10" or Greater Attachment Required Top chords that are laterally braced can buckle together and cause collapse if there is no diagonal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are at- tached to the topside of the top chord. tons. -Oil ;SCISSQRS TRUSS. TOPCHORD TEMPOR- ARY'BRACING MINIMUM . `. PITCH DIFFERENCE TOP'CHORD LATERALBRACE. SPACING(LBS) T.OPCHORD DIAGCNALBRACE SPACING,QDBS) [# trusses] SP/DF. Up to 28' Over 28' - 42' Over 42' - 60' Over 60' 2.5 3.0 3.0 7' 6' 5' 17 9 5 SPF/HF See a registered professional engineer 12 6 3 Note Bottom chord & web member temporary bracing also required refer to Frame 4: OF = Douglas Fir Larch SP = Southern Pine: HF = Hem -Fir , SPF = Spruce-Pine-Fir Continuous Top Chord Lateral Brace Required 10" or Greater Attachment Required Ali lateral braces'; lapped, at least2 trusses. , Top chords that are laterally braced can buckle together and cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. FrarilP_,' 0 4 12 —j 4 or greater t �.\_ \\ .,r -_ti .......... Bottom chord diagonal bracing repeated at each end of the building and at same . spacing as top chord diagonal bracing. ,1„ win .r I BOTTOM CHORD TEMPORARY BP4CIi'IO SPAN MINIMUM PITCH BOTTOM CHORD BOTTOM CHORD DIAGONAL BRACE LATERALBRACE SPACING(DBa). SPACING (LB S) [ #trusses] SP /DF SPF /HF Up to 32' 4/12 15' 20 15 Over 32' - 48' 4/12 15' 10 7 Over 48' - 60' 4/12 15' 6 4 0 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine. HF - Hem -Fir SPF - Spruce - Pine -Fir i5 Alt lateral '••braces lapped • at least 2 trusses. BOTTOM CHORD PLANE 1(6)14100,4 these recc hi dat�on eo l mere personal, injury or damage to trusses or buildlncy Temporary cross bracing at _. each end of the building �.. and repeated at 20' intervals:. s .: sss. Permanent continuous ......... : lateral bracing as specified by the truss engineering. Frame 4 I2x4 /2x6 PARALLEL CHORD TRUSS : TOP CHORD TEMPORARY BRACING SPAN MINIMUM DEPTH TOP CHORD LATERAL BRACE SPACtNG(LB5) TOP CHORD. DIAGONAL BRACE SPACING.(DB5) [trusses] SP/DF. SPF /HF . Up to 32' 30" 8' 16 10 Over 32' - 48' 42" 6' 6 4 Over 48' - 60' 48" 5' 4 2 Over 60' See a registered professional engineer DF - Doualas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce - Pine -Fir Top chords that are laterally braced can buckle together and cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. Continuous Top Chord Lateral Brace Required 10" or Greater Attachment Required 11 2o'(De) .. . Trusses SppitiF /0,004 The end diagonal brace for cantilevered trusses must be placed on vertical .'..: webs in line with the support All. 'braces lapped, at least twotrusses End diagonals are essential for stability and must be duplicated on . both ends of the trusssystem, 4 NG: Failure ofcflloinirthese'rec6 '-',.'11'-d'''' ndationscouk(reultin evere persoinal injury or damage to trusses or buildings _A/P. 7. ��•• -mot 4x2. PARALLEL CHORD TRUSS TOP. CHORD TEMPORARY:B;RACING; Top chords that are laterally braced can buckle together and cause collapse if there Is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. lass V 9 ht, ■ 44161 .... 15 30" or greater Toptinuods Top Chord Lateral Brace Required 10" or Greater Attachment Required 116 l �. .rf . INN All lateral b rac e's �1► a peed at.; least '.: • two trusses, End diagonals are essential for stability and must be duplicated on both ends of the truss system.... Frame 5 X x - 3 1/211 Trusses must have lum= ber oriented in the hori- zontal direction to use this brace spacing. MONO TRUSS TOP CHORD TEMPORARY BRACING 1UIINIMUM PITCH .. TOP CHORD LATERALBRACE SPACING(LBS) Up to 24' Over 24' - 42' Over 42' - 54' Over 54' 3/12 3/12 3/12 8' TOPCHORD DIAGONALBRACE SPACING (DBE #trusses SP /DF 17 7' 1 10 6' 1 6 :SPF /HP 12 6 or grease 4 See a registered professional engineer Note Bottom chord & web member temporary bracing also required - refer to Frame 4 • DF'- Douglas Fir Larch ' -SP Southern Pme HF- Hem'Fir; SPF Spruce- Pine -Fir Diagonal brace slab regtalred ore encf verticals All lateral braces lapped._: at least 2 . trusses Continuous Top Chord Lateral Brace —� Required e� 10" or Greater Top chords that are laterally braced can buckle together and cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed tothe underside of the top chord when purlins are attached to the topside of the top chord. Attachment Required - ,--t %°°sue' x 01 r k. e '� 1 a ; sue II a 4: & e aft STALL tiONtTOLEl ANC PLUMB' D(in) D /50 ,,'D(ft) 12" 1/4" 1' 24" 1/2" 2' 36" 3/4" 3' 48" 1" 4' 60" 1 -1/4" 5' 72" 1 -1/2" 6' 84" 1 -3/4" 7' 96" 2" 8' 108" 2" 9' Maximum Misplacemen i = Plumb Line GUr OF PLUMB INSTALLATIONTOLERANCES 100" 150" 1/4" 1/2" 3/4" 12.5' 250" 1 -1/4" 300" 1 1 -1/2" OUT OF -PLANEINs- ALLATIONTOLERANCES Flip - a'h[ e r V� ,- �/++ 16.7' 20.8' 25.0' Frame 6 ' • • • • • • • • August 23, 2005 City of Miami Shores Building Department 10050 NE 2n' Ave. Miami Shores, FL 33138 i.� SEP 1 5 205 C /o: All Pro Construction & Design, Inc. 11864 NW 2'' St. Coral Springs, FL RE: Special Inspection Certification Proposed Addition (North West wall) 9300 N Bayshore Dr. Miami Shores, FL Permit: BP 04 -744 5450 Griffin Road Davie, Fl. 33314 Tel: 954-584-6115 & 584 -6880 Fax: 954 -584 -2862 E -mail: soilprobe@arch- engr.com This letter is to advise City of Miami Shores, Building Department that we hereby certify that a representative of this office has visited the referenced site and have inspected the "Engineered Unit Masonry" system for the proposed addition. The inspection was conducted from approved permit drawings provided by the contractor and certifies the following items: 1. Masonry units, mortar, and reinforcing steel meet specifications. 2. Dowels properly place, with adequate lapping. 3. Masonry fieldwork: head and bed joints, cells free of excessive mortar fins, walls level and plumb within tolerances. 4. Compliance with ACI 530 and commentaries; approved plans, and FBC. Should you have any questions regarding the above please contact this office. Sincerely, SOILPROBE ENGINEERING & TESTING, INC. A, P.E a fl DATE OF TREATMENT: PEST CONTROL, INC.- 0 NOTICE OF TERMITE PROTECTIVE TREATMENT As REQUIRED BY FLORIDA BUILDING CODE (FBC) 104.2.6 TIME OF TREATMENT: 9;R`o APPLICATOR: BUILDER NAME: A4 4. Tg> 4.0' 0e o'O-Z TREATMENT ADDRESS: 93-m) jiJ, 4 y f o € 5�✓ U *z4'/0 s 1 --2zs,oliff 10B #: LOT: BLOCK: UNIT: SPRAY & TAMP CHEMICAL: c) /74*. :'e, SPRAY # SI®EN1 COMMERCIAL (DDST .v3S� % .,81) GALLONS MONOLITHIC 80t) S/F STEMWALL SF L/F L/F PERIMETER TREATMENT CHEMICAL: GALLONS DATE OF TREA NT: TIME OF TREATMENT: APPLICATOR: Aft,' 300 S. S OAD 7 PLANTATION, FLORIDA 33317 954584 -8588 1400- 749 -8588 FAX: 954 - 584.6117 Or ir:=7- 1777/7; PEST CONTROL,,INC. DATE OF TREATMENT: NOTICE OF TERMITE PROTECTIVE TREATMENT As REQUIRED BY FLORIDA BUILDING CODE (FBC) 104.2.6 TIME OF TREATMENT : /A ; APPLICATOR: ° L y BUILDER NAME: A C L A72). TREATMENT ADDRESS: c 34=> t /%2®A. / 10B #: LOT: BLOCK: UNIT: SPRAY & TAMP CipitAY ONL3 SPRAY # ( 11---7? �caCB A93� a S gs s % 7,5 GALLONS CHEMICAL: a . MONOLITHIC / 5-0-c> S/F STEMWALL SF LJF PERIMETER TREATMENT L/F 300 S. STATE ROAD 7 PLANTATION, FLORIDA 33317 954 - 584.8588 1400- 749 -8588 FAX: 954- 5844117 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 9/15/2005 Building Permit Permit Number: BP2004 -744 Applicant: Owner: JOB ADDRESS: 9300 N BAYSHORE DR Page 1 of 2 Contractor ALL PRO CONSTRUCTION & DESIGN INC Contractor's Address: 11864 NW SECOND STREET Local Phone: 954 -439 -0359 Parcel # 1132050270130 SEP 1 5 PAID Legal Description: BAY LURE PB 44-63 LOTS 11 & 12 BLK 1 LOT SIZE IRREGULAR OR 19425 -4359 12 Fees: FEE2004 -9945 FEE2004 -10375 FEE2004 -10377 FEE2004 -10378 FEE2004 -10379 FEE2004 -10380 FEE2004 -10381 FEE2004 -10382 FEE2004 -10384 FEE2004 -10385 FEE2004 -10386 FEE2005 -4402 FEE2005 -8533 FEE2005 -10811 Description Structural Fee Building Fee CCF Training and Education Fee Technology Fee Scanning Fee Zoning Review Radon Builders Bond Structural Fee Structural Fee Structural Fee Structural Fee Building Fee Amount $50.00 $6,000.00 $120.00 $40.00 $150.00 $90.00 $100.00 $10.26 $300.00 $50.00 $50.00 $50.00 $50.00 $75.00 Total Fee47,224.26 Total Receiptf7,189.26 SEP 2 1 PAID 7S Signed: .)L.SLOr.( (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit 1 assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: FEE2005 -10839 Scanning Fee $54.00 f EE2005 -12439 Building Fee $35.00 Total Fees: $7,224.26 Permit Status: APPROVED Permit Expiration: 5/31/2006 Construction Value$200,000.00 Work: NEW 3 CAR GARAGE AND FAMILY ROOM RELOCATE THE EXISTING KITCHEN Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 03/16/2006 Inspector: None, None Owner: OMENACA, CARLOS Job Address: 9300 BAYSHORE Drive N Miami Shores Village, FL 33138- Project: <NONE> Block: Contractor: ALL PRO CONSTRUCTION & DESIGN INC Permit Type: Imported Permit Inspection Type: Zoning Final Work Classification: Addition Phone Number 305/756 -0839 Parcel Number 1132050270130 Lot: Phone: 954 -439 -0359 Buildinca Department Comments Thursday, March 16, 2006 Page 1 of 2 Passed Inspector Comments CI Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Thursday, March 16, 2006 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phon,;,: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 03/16/2006 Inspector: Grande, Claudio Owner: OMENACA, CARLOS Job Address: 9300 BAYSHORE Drive N Miami Shores Village, FL 33138- Project: <NONE> Contractor: ALL PRO CONSTRUCTION & DESIGN INC Block: Permit Type: Imported Permit Inspection Type: Final Building Work Classification: Addition Phone Number 305/756 -0839 Parcel Number 1132050270130 Lot: Phone: 954 -439 -0359 Building Department Comments Passed /A; N k dzotoIL` e7 r ee hs 4-he �o Failed c -7t 4) 6 ?fa/L- Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. 7-.- -m 5 3, 6 7 Wednesday, March 15, 2006 Page 1 of 2 OK TO TAPE DRYWALL IN GARAGE, KITCHEN AREA AND BATHROOMS INSIDE DO NOT DO ANY 1 DRYWALL ON EXTERIOR ROOFED AREA UNTIL REVISION HAS BEEN APPROVED 09/01/2005 INSP2005 -3692 WINDOWS APPROVED WINDOW BUCK/ REMAINDER OF BUCKS 09/08/2005 INSP2005 -3799 Wire Lathe Lathe at exterior of patio roof 09/13/2005 INSP2005 -3860 Framing REVISED AREA WEST SIDE 09/13/2005 INSP2005 -3859 Insulation APPROVED APPROVED APPROVED INSULATION AT EXTERIOR WALL IN REVISED AREA WEST 09/16/2005 INSP2005 -3928 Drywall APPROVED None None 9/16/2005 INSULATION WALL ON KITCHEN AREA ONLY. NO DRYWALL ON PATION SIDE ON WEST END. PENDING APPROVED REMISION None None None None None None None None 9/1/2005 9/8/2005 9/13/2005 9/13/2005 09/27/2005 INSP2005 -4069 Insulation APPROVED None None CEILING INSULATION 03/16/2006 INSP - 12373 Final Building Pending Inspection Claudio Grande 9/27/2005 Not Complete Wednesday, March 15, 2006 Page 2 of 2 • • • August 23, 2005 City of Miami Shores Building Department 10050 NE 2°d Ave. Miami Shores, FL 33138 C /o: All Pro Construction & Design, Inc. 11864 NW 2'' St. Coral Springs, FL RE: Special Inspection Certification tPro o „Aes a! �,'iri -'hest 93» N $ shorenpr. egJA 5450 Griffin Road Davie, Fl. 33314 Tel: 954 -584 -6115 & 584 -6880 Fax: 954 -584 -2862 E -mail: soilprobe@arch- engr.com CITY OPI� This letter is to advise City of Miami Shores, Building Department that we hereby certify that a representative of this office has visited the referenced site and have inspected the "Engineered Unit Masonry" system for the proposed addition. The inspection was conducted from approved permit drawings provided by the contractor and certifies the following items: 1. Masonry units, mortar, and reinforcing steel meet specifications. 2. Dowels properly place, with adequate lapping. 3. Masonry fieldwork: head and bed joints, cells free of excessive mortar fins, walls level and plumb within tolerances. 4. Compliance with ACI 530 and commentaries; approved plans, and FBC. Should you have any questions regarding the above please contact this office. Sincerely, SOILPROBE E GINEERING & TING, INC. • • ... • • • •• •• ' • • :• • •' '•' • ... • . ; . • • . • • 0 • • . • • • MOMPLETI •• ;.•UJ SUBTERRANEAN ..' : ::: ••••• ••' ••• • •• •• .•. • • • • • • • • ••• • • • • • • • • • • • • • • ••• • • • • •1. •'• ••� • •• • • GALE il SATIV1 •. • :::, • J , • .. CERTIFICATE OF INSULATION- INSTALLATION JOB ADD 4).0.41 40Q /11.§.H0.1ZE.. CITY STATEMENT OF COMPLIANCE: We the undersigned hereby certify that the thermal insulation has been installed in the referenced building in compliance with the South Florida Building Code, Chapter 52 and the approved plans and specifications, and in accordance with good construction practice. The insulation furnished is of the type, thickness and R value as set forth below: AREA TYPE THICKNESS R -VALUE MANUFACTURER BATHROOM CEILINGS FIBERGLASS BATTS 6.25" R -19 OWENS CORNING WINE ROOM FIBERGLASS BATTS 3.50" R -11 OWENS CORNING EXT BLK WALLS HI -PERM FOIL 3/4" R-4.1 FIFOIL MULTIFAMILY RESIDENTIAL CONSTRUCTION: The COMMON (PARTY) walls separating different tenants shall be insulated as follows: Frame/Metal Stud Walls R -11 (min.); CBS or Concrete Walls R -3 (Min.) by Energy Code requirements. See Energy Code, Rev. 1/87, paragraph 903.2(b), on page 0 -17, latest edition. These "minimum levels of insulation ", are not included in the Energy Calculations, but shall be installed in the field INSULATION CC# CG009238 CERTIFICATION DATE: December 26, 2005 INSULATION CONTRACTORS SIGNATURE: BUILDER: ALL PRO CONSTRUCTION BUILDERS SIGNATURE: THE AFFIANT, DAVE FIENE IS PERS Sworn to and subscribed before me this Notary Public, State of Florida OW TO ME ecember, 2005 o a Mtda Vatem g My Commission DD118934 %tiros? Expires June 13, 2006 • 0 •• •• • • • • • ... FEDERAL EMERGENCY MANAGEMENT AGENCY • • . •. NPR- FLOOD BISURANCE PROGRAM • • •"' ' ' ATION CERTIFICATE • • • Impoi Read ilhe In� on pates 1.7. • r �� rr. r� ■ i i • • • • • • • • SECnol44 • PROPERTY OWNER INFORMATION BUILDING OWNER' NLV E ° • ' ' • • • • • i • - TANYA DE LA R'O A'AND t^, L OM ►( : BUILDING STREET ADDRESS (Inc Apt., Uri, Sine, ai&cr Bldg. No.) OR P.O. ROUTE AND BOX NO. 9300 NORTH BAYSHORE DRIVE CITY .rr ; ; ••e :•• :•• ••• STATE s • VILLAGE OF MIAMI SHOW: • . . . • . • • • • FL PROPERTY DESCRIPTION (Cot irnd' , Tarr PInoel Number, Legal. Description, etc.) LOTS 11$12 BLOCK 1 PLAT BOOK 44 P E` 89" • • BUILDING USE (e.g., Residential, Non- residential, Addition, Accessary, ebc. Use a Cornrnents sea, U necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: ( #s" -eft - t!#.#iK' or *. °) 0 NAD 1927 0 NAD 1983 O.M.B. No. 3067 -0077 res December 31, 2006 SOURCE: 0 G • CTION B • FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 61. NFIP COMMUNITY NAME 8 COMMUNUY Nam MIAMI SHORES 1208n 62. COUN4TYNAME M IAM -DADE B3. STATE FL 84. MAP AND PANEL Br. FIRM PANEL 139. BASE FLOOD ELEVATION(S) NUMBER 85. SUFFIX 60. FIRM INDEX DATE EFFECTIVEtEVISED DATE 8B. FL000 ZONES) (Zoe AO, use depth of flooding) 1202500093 J 344994 1171995 AE 9.0 B10. hxlteate the sane of the Base Flood Elevation (BFE) data or base Road depth entered kt B9. ❑ RS Proti a 014 FlRM ❑ CcnmX* DetanNned 0 Other ( ) B11. pirate the elevation datum used for the BFE In 139: 0...1 NGVD 1929 0 NAVD 1988 0 Other (fi); B12. Is the buildkeg bcated In a Coastal Bader Resotuces System (MRS) a>ea or Otherwise Protected Area (OPA)?0 Yes ® No Designation Date SECTION C • BUILDING ELEVATION SIIFOtMMATION (SURVEY REQUIRED) C1. Bulchg eleva lens are based on: ❑ Con dial Dcawi gs* ❑ BM; Under Construction* ►:+ Finished Construction *A new Elevation Certiflcatsw8 be ached when corsbnation tithe bulking b canplete. C2. Be tg Diagram Numbed (Select the budding diagam most similar to the budding for which thls catdicate is bekg conq leted - see pages 8 and 7. If no diagam masately represents the budding, provide a sketch or photogaph.) C3. Semitone —Zones A1-A30, AE, AH, A (with BFE),VE, V1 -V30, V (watt BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, AR/AO . Complete Items C3.-al bebw according to the buideg dtagan spedllled kn Item C2. State the datum used, If the dalm is different frail the datum used for the BFE in Sedion B, carved the datum to that used for the BFE. Show field measuremeds and datum convention calculation. Use the space provided or to Continents area of Section D or Section G, as appropdate, to doaanent the datum nor ersion. Datum Man Conversion/Co Elevation reference mark used Dais the ekwvation reference mark used appear on the FIRM? ❑ Yes 181,.No o a) Top of bottom floor(I ncuc8g basement or endwise) $. Q .ft(m) o b) Top of next higierfloor 1$,. flit(m) o c) Bottom of boast horizontal structural member (V zones may) NIA• ft(m) o d) Attached garage (mph ) i• IlftOi ) o e) Lowest elevation of machkeeiy adlaegdpmen t seMcb gthe hiking (Desert* in a Cannata area) o f) Lowest adjacent ( 9 (LAG) Llift(m) o 9) rat MAP $• 12.1t-(m) o h) No. of pemnanent openi gs (flood vents) within 1 ft above *cord grade Q o i) Total area of ad pamment °palings (flood nerds) In CU isq. In. (sq. din) SECT ICT D r SURVEYOR, Ems, OR ARCHITECT CERTIFICATION The codification is to be signed and sealed by a laid surveyor, engkneer, or addtect adharized by law to certify elevation Information. I cwUfy that the Intonation In Sections A, B, and Con this certificate represents my best efforts to into:sprat the data available. 1 under They false statemsat may be punishable by tine orfngrris nment under 18 U.S Code, Section 1001. CERTIFIER'S NAME ESTEBAN ORTIZ UCENSE NUMBER 5927 TITLEPROFESSIONAL SURVEYOR & MAPPER COMPANY NAME FEMA Form 8141, January 2003 CM/ MIAMI STATE FL ZIP CODE 33184 DATE 12.10 -M TELEPHONE m5)554-9192 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the connsportling Information from Section A. BUILDING STREET ADDRESS prickling Apt., Unt, &its, ard(ar Bldg. No.) OR P.O. ROUTE AND BOX NO. ' 9300 NORTH BAYSHORE DRIVE' $ ; CiTY . 1 , , ' STATE VILLAGE OF MIAMI SHORES FL -• • • _ • • Fad ComParlY Use: • • •i• ZIP CODL • "orpay NAIC Nnber 33168 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERRIcATION �COMTINU DJ ; • • • • • Copy both sides d this Elevation Certificate for (1) oom amity official, insurance agentkompany, and (3) itultifiwite • • : • • • • COMMENTS • • ••• ELEVATIONS SHOWN HEREON ARE BASED ON NGVD 1929 AND ARE REFERENCED TO MIAMI -DADE COUNTY BM # .B-62 ELEVATION=6.74 FEET • • • • • • . ticiecit bare If attedunerds • SECTION E - BOOING ELBVATKIN BOOING INFORMATION (SURVEY NOT REQUIRED) FOR Zak AO AND ZONE A (WITHOUT BFE) For Zone AO and ZoneA (wilt)Out BFE), conp(eta items El though E4. if the Elevation Certtkee is Wended for use as importing Mention for a LOMA or LOMR -F, Section C trust bed. El. BufidkhgDiagrac'rNren6er ( Ctthebupd6hgc agran most *tart° the bitting forwlddrtdsce cateisbeingcompleted— seepages6and7. fnocliagramaccui ely represents the bUilding, provide asketch orphotograph.) . E2. The top of the boffiom floor *kaki basanent orendoare) of the buldi g is It(m) in.(cm) 0 above or 0 be (check one) the highest alacent grade. (Use natural grade, If available). E3. For Baling Diagrams 6.8 wth aperhirgs (see page 7), the next higher floor or elevated floor (elevation b) of the building is _• ft.(m) _kh.(cm) atom the hI jhest adja ant grade. Caimlete items C3.h aid Cal on front of fam. E4. The top of the platform d=Way a dorequpment servicing the building Is ft(m) in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. Ise natoal grade, if available). E5. For Zane AO only If no flood depth number is available, is the top of the bottom 800reloaded in a co da ce with the community's floodptain management on narnoe? ❑ Yes ❑ No ❑ Unknown The local atlidel must catty this kionnaton in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The p opertyownerorowner'sauthorized representative whocompletes Sections A, B, C (Items C3.h and Cal only), and E foram A (sfihouts FEMA-Issued oreamans sty- issuedBFE)orZoneAOmustsignhere. The statements # n Sedans A, B, Q end E ere coned tottie best ofmyknxdedge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here If attachments SECTION G - COMMUNITY tNFOR$ATION (OPTIONAL) The local official who is authoizedby law or ordinance to admkdster thecomrrurhfly'sfloodpiakh management o dinahce can complete Sections A, B, C (orE), and Gofth is Elevation Certfficate. Come the applicable ftemm (s) and sign belay. G1.❑ The khfomnatoninSs lonCses taken from otherdccurnentation thath asbeensignedandembossedbyalik edsurveyor, engineer, cr adtbactwhoIsauthorizedbysteie oriocd la rs calikalendon ktortndon. (Indicate the source and date d the elevation data fn the Comments area below) - G2. ❑ A anion* official-completed Section E fora bulling located in Zone A (without a FEMA-issued err co enhrltyalssued BFE) or Zone AO. G3. ❑ The folowi g frdanmiation (ens 6449) is Rc lded for community toodpI management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G8. DATE CERTIFICATE OF COMPUANCEIOCCUPANCY ISSUED G7. This pent has been issued for:❑ New Conduction ❑ Substantial imp mead G8. Elevation of as -bulit lowest floor (fig basement) d the bating t R(m) Datum: G9. BFE or (In Zone AO) depth dtooding at the baiting site is: _ ft(m) Datum: LOCAL OFFICIAL'S NAME TITLE (JNITY NAME SIGNATURE COMt4ENTS DATE �] Chedchere FEMA Form 81-31, January 2003 Replaces all previous editions LOCATION SKETCH SCALE: N.T.S. Mt AM/ Nof tr Yt6•w par QQ 8• of ewe .sat• ,lots !AGE '1.O 2 NOT VALID WITHOUT`PAGEE2 OF2 • •• • • 4 N. e. 95PD. STREET. 4 '!t q% i• rws. R ...e 4: /t�4i. r / $. .._ �s 2 9 4 .5 6 7 6 9 to -, _ // b ,C o. o 27 4 "1'1.85„' • 91 26 Tae• 25 - 24 - 2,3 22 C 2/ . �y 20 /9 /8 - /7 ., /6 r . /5 `� 7.9.ot /4 Mot lif el J 2 75o N. E. 92ND. STREET. 4 3 4 S 7 AbrmUne tot Q•%'d6p9ornbnitoar aM 4q, 6 3 io Atom dr -h 1407 m, Noi. e A r C rH o 0 8 � !d" PQ // /2 /3 /4 GS 8.e 9- I pia /6 a •• •• I vJ a m • • • •• • • 000000 8 PROPERTY ADDRESS: 9300 North Bayshore Drive, Miami Shores, Florida, 33168 LEGAL DESCRIPTION: Lots 11 and 12 in Block 1, according to the Plat of "BAY LURE" as recorded in Plat Book 44 at Page 63 of the Public Records of Miami -Dade County, Florida; said lands situate, lying and being in Miami -Dade County, Florida CERTIFY TO: Tanya de la Rosa and Carlos Omenaca SURVEYOR'S NOTES 1.- The above captioned property was surveyed and described based on the above Legal Description: Provided by client. 2. This Certification is only for the lands as described. It is not a Certification of Title, Zoning, Easement or Freedom of Encumbrances. 3.- There may be additional restrictions not shown on this survey that may be found in the Public Records of this County. 4.- Accuracy: The expected use of the land, as classified in the Minimum Technical Standards (61G17-6FAC),Is "Residential/High Risk". The minimum relative distance accuracy for this type of boundary survey is 1 foot in 10,000 feet. The accuracy obtained by measurements and calculations of a closed geometric figure was found not to exceed this requirement. 5.- Foundations and/or footings that may cross beyond the boundary lines of the herein described are not shown hereon. 6.- Contact the appropriate authority prior to any design workon the herein described parcel for Building and Zoning information. 7.- Underground Utilities are not depicted hereon, contact the appropriate authority prior to any design work or construction on the property herein described. 8.- Ownership subject to Opinion of Title. 9.- Type of Survey: Boundary Survey. 10. -Not valid without the signature and the original raised seal of a Florida Licensed Surveyor and Mapper. Additions or deletions to survey maps or records by others than the signing party or parties is prohibited without the written consent o the signing party or partles. 11.-Flood Zone: AE Base Flood Ekvation :10.0 FEMA Community Number. 120652 FEMA Panel Number 12025C0093 Suffix: J Date: July 17,1995 12. -This Plat of Survey has been prepared for the exclusive use of the entities named hereon. This Certification does not extendto any unnamed party. 13. -All iron bars or pipes found at property corners have no caps unless otherwise noted. 14.- Ownership of fences are unknown. 15.- Distance shown along property lines are record and measured, unless otherwise noted. 16. -The Street Right of Way abutting this property are physically open unless otherwise noted. 17.- Bearings are based on the centerline of NE 93 Street (N89 22'45"W) per Record Plat (44-63) 18.-Lowest Floor Ekvation represent Finished Floor Elevation at the front door unless otherwise noted 19.-Elevation shown hereon are based on a closed level loop using third order procedure and are relative to the National Geodetic Vertical Datum of 1929 - Miami Dade County Bench Mark Used: B-62 Elevation: 8.74' 20. -X.XX denotes actual elevations I Hereby Certify to the best of my knowledge and belief that this drawing is a true and correct representation of the BOUNDARY SURVEY of the property described hereon. I further certify that this survey was prepared in accordance with the applicable provisions of Chapter 61G17 -6, Florida Administrative Code. Survey Date: December 10, 2005 ESTEBA►N ORTLZ Job No: PROFES ` ONAL SURVEYOR AND MA_ PPER No. 5927 05 -12128 STATE OF FLORIDA 13800 SW 8"' Street., # 366 Miami, Florida, 33184 Phone: (305) 554 -9192 Fax: (305) 554 -4485 • • • • • *vs, • • •• r t , ESTEBAN ORTIZ ,.. I AM'? S4)1241/ i 4t-\� ' PROFESSIONAL SURVEYOR AND MAPPER No: 5927 PAGE 2 of 2 6 /.1.4 13800 SW 3 # 366 Not Validwithont Page 1 of 2 Q l,- `z hone: (305) 554 -9192 Y • •• Pali: (305) 554 -4485 • o • •• -M • • • • •••• - • • w• .,a •• •• • • •• • Cr) ••••• • • • • • Pr/410,_ • BOUNDARY SURVEY • • • • • •••• yZ 11Yrca • • • • • '��' bresr46644a .4416%5 JOB No. c /2/2 Ty • • • Lim x 4'cft ,R97 zw /AV A /GL A2� • . r 77-02 4sgMaucssc ,/o. 93ao 9 z /e)w, �'..p ts /25.0' s. GRAPHIC SCALE tIN FEET) 1 inch - 20 ft. MIAMI SHORES VILLAGE Building Department 10050 NE 2 Ave, Miami Shores Fl, 33138 Tel: 305- 795 -2204- Fax: 305 -756 -8972 Permit No. BP 2004 -744 Date: 3/17/2006 Certificate of Occupancy The following address is issued a Certificate of Occupancy Name: Omenaca Address: 9300 N. BAYSHORES DRIVE City Miami Shores State Florida Zip 33138 This Certificate of Occupancy is issued for the above address. This certificate verifies that the building or structure has met the requirements of Florida Building Code 106.1.2. However, this certificate does not constitute any representation or warranty. Building Officials Approval: (Rev.9/29/2005) Cla 'o Grande CBO Permit Invoice Report Bill To CARLOS OMENACA 9300 BAYSHORE Drive N Miami Shores Village, FL 33138- Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Invoice Number: imp -3 -06 -24172 Invoice Date: March 20, 2006 Permit Number: BP2004 -744 Permit Type: Imported Permit Date Fee Name 03/20/2006 CO /CC Fee Type Calculated Fee Amount $175.00 Total Fees Due: $175.00 Payments Date Pay Type Check Number Amount Paid Change 03/20/2006 Check 5833 $175.00 $0.00 Total Paid: $175.00 Monday, March 20, 2006 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle Owner's Name (Fee Simple Titleholder) Owner's Address City Permit No. eir ke) Ct.-7 titf Master Permit No. Electrical Plumbing Mechanical Roofing CAN aca Phone # State Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) 6 300 S 4646-e- City .Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name Contractor's Address M Pry CeAr,IL 959- !;3L -63S City State Qualifier Zip State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Square Footage Of Work: Type of Work: ❑Addition Describe Work: ['Alteration ['New El Repair/Replace ❑ Demolition Phone # Submittal Fee $ Permit Fee $ 5 CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ 36 ' Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ 5 Total Fee Now Due $ l / (Continued on opposite side) 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 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: ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 05/13/03 My Commission Expires: ************************************* * * * * *11* * * * * * * * * * * * * * * * * * * * * * * ** m4-43b1/65- a� ir7'i Plans Examiner Engineer Zoning Miami Shores Village Building Department SEP15o 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No e44- 7444 Job Name ein e ca.- !! 7r “s5 �. STRUCTURAL CRITIQUE SHEET im4 U Tr-Li chop ' V Aius11 vie we.d, 4o ire-vv ee.e' s Lc 7 1/ a nel dds ti in /en /- gr‘-h; a eer -0 - re Gc7rdd // 1 IT, 431d1, 2p 71s - `jeMrt r o- Pict cW X4/'4..5 9 ° / 1/ (:)/ 1 6 ENTV e Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit No. 6ezoo4---744 Master Permit No. Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) 0,44 bqS 0 MZ-t' ' G Phone # 2 or- 156-0830/ Owner's Address 11300 1si BAYI)1O 211.1 City M /AM 1 Xi -WI::S State 1„-- Zip 3'31 3 S Tenant/Lessee Name . Phone # JOBAd"dress'(w3iere the work is being done) Q300 14 -SA ys PLZ. Ili vt City Miami Shores Villaie County Miami -Dade Zip 13-1-a 1? Is Building Historically Designated YES NO Contractor's Company Name AL L - ea..* CO A431 12.v r.-71 a N Phone # ei V/ 43'1- 03 S-5 Contractor's Address I l e & C( Ai t/ 5-'t Cityii1. 5199-40-4 5 State F Zip 33 0-7 Qualifier M 1 C k1tt 1...140 (z Architect/Engineer's Name (if applicable) MA 1tie CAMP ht-L, Phone # 3 oS ) .7v f 4 _ 2S 1 g (3 ) �iS8 1,6 ,1,6 $ Value of Work For this Permit 4 QDO, 0.0 Square Footage Of Work: ,h 024 ,5F Type of Work: ddition ❑Alteration Ild Describe Work: VC U,-) (3) C - 4 -et MA Arm* F FA--1) (k >i c A r ¶ 11.41 ST )G tre4t',0 moo: ❑New ❑ Repair/Replace ❑ Demolition * * * * * * * * * * * * *;- * * * ** r eL%� ie ** ************ ******* Submittal Fee $ 200 •00 Permit Fee $ / ,� f�(� °'� CCF $ / COICC Notary $ Training/EducationaayyFee $ ® Technology Fee $ / SO "'� Scanning $ 90 -" 0/` Radon $ in a 6 'Wing it --- 1°-` and $ 300 Code Enforcement $ Structural Plan Review. $ - 00 ' q. d' ' ' '" / (' d e Total Fee Now Due $ 0, 7 /O. 4 (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) SA Kt 4 A mr'u e 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 r pection fee will be charged. Signature cc 0 e or Agent The foregoing instrument was ackn %�wledged before me this 2 1 day of ,x'101 , 20 b -f , by 1� JO S ()me A ac,O ( P !) who is personally known to me _pr who has produced identification and who did take an oath. NOTARY Sign: Print: 'b +,e .s S My Commission Expires: * * * * * * * * * * * * * * * * * * * * ** Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 __, by who is personally known to me or who has produced as identification and who did take an oath. 441,1,', Doris Caroline ' ' Y PUBLIC: `;= Commission#DD287189 Sign: �� Expires: Mar 17, 2008 'gip' p ��` Bounded Thru Print: �I 111 ` ♦ tl__tii Sending Co., Inc. My Commission Expires: (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. ****************************************************************+************ * * * * * * * * * ** * * * * *** * * * * * * * ** * * ** APPLICATION APPROVED BY: Chc 12/15/03 Plans Examiner Engineer Zoning Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATI� FBC 2001 Permit Type (circle): ° Building Owner's Name (Fee Simple Titleholder) Owner's Address Thb City t t-k1 exAmi state ECEOVED JUL 2 8 2004 Mechanical (?lrYtRAr\Ot. Phone # Permit No. Master Permit No. B P - 144 Roofmg Zip '� 3 Tenant/Lessee Name Phone # Job Address (where the work is being done) Miami Shores Village County Miami -Dade Is Building Historically Designated YES Contractor's Company Name CA /1 U niracto °s Address IIt . 1,7 City Qualifier NO Zip s� 4:✓ � a Zip State Certificate or Registration No. tiM" Certificate of Competency No. Architect /Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Type of Work: escribe Work• teratioi, QNew 'U 64444 (( Square Footage Of Work: D Repair/Replace 1 *fir= ❑ Demolition Submittal Fee $ Permit Fee $ CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address ` City State Zip s. 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 FT ECTRICAL 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 t a ND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RE RDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated val promise in good faith that a copy of the notice of commencement and construction lien law br whose property is subject to attachment. Also a certified copy of the recorded noti • of co m for the first inspection which occurs seven (7) days after the building permit is i.', ed inspection will not be approved and a reinspection fee will be charged. • 11 of such posted notice, the exceeding $2500, the applicant must ure will be delivered to the person ement must be posted at the job site absence ,‘ Signature Owner or Agent The foregoing instrument was acknowledged before me this day of ,20,by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Signature The foregoing day of wh is perso ntractor ent was acknowledged before me this , 200q, by Jfl /Q e own to me or w o has produced NOTARY PUBLIC: Sign: Print: My Co as identification and who did take an oath. 'moo t.`7.1 vT i,,„, Rosalyn Waldman if au �''tMMISSION# DDD75741 EXPIRES i:foat •... *** ie+ l;'1rt1S'346k7F'it * * * * * * * * * * * ** BONDED THRU TROY FAIN INSURANCE, INC ************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ** * * * * * ** ** * ** *fie * * * * * * ** **** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Plans Examiner Engineer Zoning Cho 05/13/03 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 10121 /2004 Building Permit Permit Number: BP2004 -744 Applicant: Owner: JOB ADDRESS: 9300 N BAYSHORE DR Page 1 of 2 Contractor ALL PRO CONSTRUCTION & DESIGN INC Contractor's Address: 11864 NW SECOND STREET Local Phone: 954 -439 -0359 Parcel # 1132050270130 Legal Description: BAY LURE PB 44-63 LOTS 11 & 12 BLK 1 LOT SIZE IRREGULAR OR 19425 -4359 12 Fees: FEE2004 -9945 FEE2004 -10375 FEE2004 -10377 FEE2004 -10378 FEE2004 -10379 FEE2004 -10380 FEE2004 -10381 FEE2004 -10382 FEE2004 -10384 FEE2004 -10385 FEE2004 -10386 Description Structural Fee Building Fee CCF Training and Education Fee Technology Fee Scanning Fee Zoning Review Radon >Builders Bond Structural Fee Structural Fee Total Fees: Amount $50.00 $6,000.00 $120.00 $40.00 $150.00 $90.00 $100.00 $10.26 $300.00 $50.00 $50.00 $6,960.26 Total Feed/6,960.26 Total Receipts: $0.00 47, 7 /O. '?-b Nov '7 PAID 0.3)21" Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: TANYA J. DE LA ROSA CARLOS OMENACA 9300 N. BA HORE DR. 8 MIAMI SHOES, FL 33138-2951 11 1 • lavt8ent cuwo avhiA oviaccAA BANK OF AMERICA For P-ehMetit -FLq 1:06 31100 27 ?I: 0034 34507 23 63-27-631 Date 265 1- 04 Dollars 8 ra, 0 26 . .. • • - • • ..•4;',,,,••••••,•:' 63-27-631 1. TANYA J. DE IA ROSA CARLOS OMENACA 9300 N. BAYSHORE DR. MIAMI SHORES, FL 33138-2951 Pa o y ae t r hoe ILI AAA • Date F AMERICA 266 $ 50.00 Dollars PREMIER BANKING Ftw P,V111N6 I:06 31100 2 7 71: 00311 34 SO 7 23 &IP 266 • TANYA J. DE IA ROSA CARLOS OMENACA 9300 N. BAYSHORE DR. MIAMI SHORES, FL 33138-2951 c3-1 40S-Ika A 19-AALda BANK1F AMERICA For P-ev,k 63-27-631 1:0631.00 2774 0031134507 23 LIP 267 00 Dollars el PREMIER BAN NG It... \.._.._ U-\• to 0 26 7 4,CH120031.11411MITE0.• COMM CUM TO WORM, 14300•204-2244* wow.Gbacksifolmilectotat ED ° a) FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important Read Ste Instructions at pages 1.7. O.M.B. No. 3067-0077 Expires December 31, 2005 SECTION A - PROPERTY OWNER INFORMATION BUILDING OWNERS NAME Tania de . Rosa For hums= Cargany Policy Number BUILDING STREET ADDRESS (Induding Apt, Link, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 9300 North Bayshors Drive Company NAIC Number CITY Miami STATE ZIP CODE Fl 33168 PROPERTY DESCRIPTION (Lot and Block Number, Tax Parcel Number, Legal Description, etc.) Lot l l & 12 -Block 1-Plat Book 44 Page 63 BUILDING USE (e.g., Real, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) (ft ' -w- tits' or ##) HORIZONTAL DATUM: NAD 1971 ❑ NAD 1983 SOURCE: D GPS (Type): ❑ USGS Quad map ❑ Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 61. NFP COM11aJNE Y NAVE & CONWL1NEY NICER Wage of Wiwi Shores 120352 8t. COUNTY NAI E Mierr� Dade B3. STATE Florida 84. MAP AND PANEL 87. FBI PANEL B9. BASE FLOOD ELEVAT1CN(S) NUMBER 135. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FL000ZONES) (Zone AO, use depth ofliocdirg) 120 3 J 7 -17 -1995 324994 AE 10.0 B10.Ir akeUres tucedtheBasaRood1=1e+sticrh( data or awaked depth ergered6i89. ❑ ns Prone FIRM 0 Community oeterMned 0 Other (Describe): 811. laicals tie elavation dal= used forte BFE in . NGVD1929 ❑ NAVD1988 ❑ Other (L> e): B12. Is the bolding bated in a Coastal Barrier Resources SYstenh (MRS) area a Otherwise Protected Area (OPA)? 0 Yes out De igna k n Date SECTION C • BUILDING ELEVATION INFORMATION (SURVEY C1. Building elevations are based on: 0 Causbudior► Derange ❑ Bulking Under Consb dbn• Fhubhed Construction *A neNBevation Cerftficatew fl be required when conduction oft* bulking Is canplete. C2 Ming Diagram Phvi t '1(Select the bang &gran mat skrlartotra bitting for i thi certhicte is bang completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch a photograph.) C3. Elevations- Zones A1- A30,AE, AH, A(alh BFE), VE, V1 -V30, V (with BFE), AR, AR/A,ARIAE,AWA1,A3f1, AR/AH, AR/A0 Complete Items C3.-a4 below uccondng to the biking diagram specified In item C2. State the lotion used tithe Mum Is diferea tom thedatum used for ihe BFE in Section B, convert the datum to that used for the BFE. Shaw Geld measurements and datum conversion csicudation. Use the space provided or the Garments area of Sedan Dor Sedan G, as appropriate, to document thedatumcom+elsbn. Datum NGVD1929 CAnvemion/Comnents N Bevation reference mark used Does the elevation reference mak used maser on the FIRM? ❑ Yes CI No o a ) Top of bottom Goa (In rg basement orendosune) • f 1 .(m) o b) Top of neoct hkjherGocr A . it(m) o c) Bottom of lowest hodaonts1 enchant member (Vzones a A.4it(m) o d) Attached gae (top ofslab) ) o e) Lamest elevation d madinery mdlor equipmert smiting thebulotng (Describe In aComments o f) [most acllaoers (finished) grade (LAG) m) m ) o g) Highest aciacent (iirdshad)grade(HAG) NA( o h) No. etpermanentop gs(Goddvents)w ,1t o Vote! au of all permanent evenings (flood vents) inCU �..�<5`A7 17-!/ 20 SECTION D • ENGINEER, ORARCHTTECT CERTIFICATION This certification Is to be signed and sealed by a land surveyor, engineer, or architect authorized by taw to certify elevation information. I certify that the Information In Sections A, B, and C on this certificate represents my best efforts to Interpret the date Table 1 understand that any false statement may be punishable byflne or imprisonment under 18 U.S Code, Section 1001. CERTIFIERS NAMEESTEBANORTIZ UCENSE NUMBER 5927 TITLEPROFESSIONAL SURVEYOR AND MAPPER COMPANY NAME ALL. FLORIDA ENGINEERING SERVICES, INC. ADDRESS 13800 SW SIGNATURE CITY STATE ZIP CODE Miami FI 33184 DATE TELEPHONE 1211000 (306)554 -9192 IMPORTANT: In these spaces, copy the axe information from Section A. BUILDING STREET ADDRESS (Ndudn9Apt, Unit Sub, and/or Bldg. No.) OR P.O. ROUTE Alt) BOX NO. 9300 North Bayshore Drive CRY Mani STATE ZIP CODE Fl 33168 For Insurance Conlon Use Carpany NC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTFICATION (CONTINUED) Copy both sides &this Elevation Certificate for (1) canna* skid, (2) insurance agent/company, and (3) bung comer. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON NGVD 1929 AND ARE REFERENCED TO MIAMI-DADE COUNTY, BENCH MARK USED B-62 ELEVATION=48.74 FEET LOCATOR 3250 S ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (W TF IT BFE) For Zane AO and ZmeA (without BFE), complete Items El through E4. tithe Bevation Certificate is interded for use as supporting infamnetlon fora LOMA a LOMB -F, Section C must be completed. E1. Bung DI am N umber_(Seledthe bung ciagam most tinier to the bulking for which this certificate is being w misted —see pages 6 and 7. tiro dagram aoauately represents the bulking, provide a sketch or photograph.) E2. The top of the bottom floor (including basemeit or enclosure) of the bilking s _ ft(m) _in.(an) ❑ above a ❑ below ( check one) the highest adjacent gale. (Use natruai gale, if available). E3. For & kingDiagramsS8win openings (see page 7), the net t tkuorelevatedfloor(elevationb) &the bulking is _ ft( m )_in.(an) above the highest adjacent grade. Complete hems CU ad C3J on Gant &form E4. The top of the plafice n of machinery ardor equipment servidng the bulking Is _ R(m) _in.(an) ❑ above or ❑ below (check one) the highest aciaoent gads. (Use nahual grade, If available). E5. For Zone AOonly.. If no flood depth nutter is avdable, is the top d the bottom ficaeIewated lo a000rdenoe with thewmr brity'stkoodplakn msrsgenentorrlinance? ❑ Yes ❑ No ❑ Waxen. The local al6dal must cm* this irdomnation in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The p r o p e r t y owner or awne's authorized representative who completes Sed o s A, B, C (Items CU and C3i only), ad E for Zone A (without a FEMAssued or wmrrxmlty- issued BFE) a Zone AO must sign here. The statenrenlakn Salon sAQG and Earsoaroct toll* 6estofmyknahledgeu PROPERTY OWNERS OR OWNERS AUTHORIZED REPRESENTATIVES NAME ADDRESS SIGNATURE CITY STATE ZIP CODE COMMENTS DATE TELEPHONE ❑ Check here if attadvnents SECTION G - COMMUNITY INFORMATION OPTIONAL The taxi del who is whited by law or ado= to admimnisterthe calamity's management aodnanoe can complete Sections A, B, C (a E), and G situ Elution Certificate. Complete the amicable Men(s) and sign below. G1. ❑ The iraomnation in Seclb, C wee taken from otter doc unentation that has been signed and embossed by a ['weed surveyor, engineer, or whited who is authorized by state a local law to caviar elevation *medal (In cats the sauce and date of theelevation date in the Ca n ents sea below.) G2. 0 A community dfidatcompleted Sedtan E fora bung located In ZoneA (without a FBA -Issued or c TwTunity- issued RFE) aZone AO. G3.❑ The following tnf mnation( ItemsG4- G9) lapovidedforoomveafiyIood :fainmanagementpmrposes. G4. PERK NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMANCEJ000UPANCY ISSUED G7. 'This permit it has been Issued for. ❑ New CasUudiom ❑ Smut improvement ement G8. Elevation d as -bulb lowest flor (Includthg dement) of the bung is: G9. BFE a(irm Zone AO) depth &tkmoi ng &the lot mg siteis: LOCAL OFFICIAL'S NAME COMMUNITY UNITY NAME SIGNATURE COMMENTS t(m) _ft(m) Datum: Datum TITLE TELEPHONE DATE SURVEYOR'S NOTES 1.- The above captioned Property was surveyed and described based on the above Legal Description: Provided by Client. 2.- This Certification is only for the lands as described. It is not a Certification of Title, Zoning, Ease- ments or Freedom of Encumbrances. 3.- There may be additional restrictions not shown on this survey that may be found in the Public Re- cords of this County. 4.- Accuracy: The expected use of the land, as classified in the Minimum Technical Standards (61G17- 6FAC), is " Residential /High Risk ". The minimum relative distance accuracy for this type of boundary survey is 1 foot in 10,000 feet. The accuracy obtained by measurements and calculations of a dosed geometric figure was found to exceed this requirement. 5.- Foundations and /or footings that may cross beyond the boundary lines of the parcel herein described are not shown hereon. 6.- Contact the appropriate authority prior to any design work on the herein described parcel for Building and Zoning information. 7.- Underground Utilities are not depicted hereon, contact the appropriate authority prior to any • design work or construction on the property herein described. 8.- Ownership subject to Opinion of Title. 9.- Type of Survey: Boundary Survey. 10.-Not valid without the signature and the original raised seal of a Florida Licensed Surveyor and Mapper. Additions or deletions to survey maps or records by others than the signing party or Parties is prohibited without the written consent of the signing party or parties. 11.-Flood Zone: AE Base Flood Elevation: 10.0 FEMA Panel Number: 120652 0093 J Date: July, 17TH 1995 12.-This Plan of Survey has been prepared for the exclusive use of the entities named hereon. The Certification does not extend to any unnamed party. 13. All iron pipes or bars found at property corners have no caps unless otherwise stated 14.-Elevations are based on National Geodetic Vertical Datum of 1929 Bench Mark # B-62 Elevation : +8.74 Feet Bench Mark Location: NE 96th Street & NE 10th Avenue 1.15.- Ownership of fences are unknown. 16.-Bearings shown hereon are based on an assumed value of N89 22' 45 " West along the center line of NE 93"' Street of Plat Book 44 at Page 63 of the Public Records of Miami -Dade County, Florida. 17.-Lowest Floor Elevation represent finished floor elevation at the front door unless otherwise noted. Survey Date: Job# April 15th 2002 470-02 SEE REVERSE SIDE FOR IMPORTANT INFORMATION 4 PROPERTY ADDRESS: 9300 North Bayshore Drive, Miami Shores,Florida„ 33168 LEGAL DESCRIPTION: Lot 11 y 12 in Block 1 o "BAY LURE ", according to the Plat thereof, as recorded in Plat Book 44 at Page 63 of the Public Records of Miami -Dade County, Florida, said lands situate, lying and being in Miami -Dade County, Florida. CERTIFY TO: Tanya de la Rosa and Carlos Omenaca Mr. Doak Campbell, III, Attorney at Law r ALL FLORIDA ENGINEERING SERVIC , INC. 13800 SW 8th Street, # 366 Miami, Florida, 33184 -3032 Phone: (305) 554 -9192 0 Fax: (305) 554 -4485 SURVEYOR'S CERTIFICATE: I Hereby Certify to the best of my knowledge and belief that this drawing is a true and correct representation of the BOUNDARY SURVEY of the real property described hereon. I further certify that this survey was prepared in accordance with the applicable pro- visions of Chapter 61 G17-6, Florida Administrative Code. B ESTEBAN OR T IZ P OFESSION SURVEYOR AND MAPPER No. 5927 STATE OF FLORIDA keep 416 y,�•2 S�10 .6°Y /G) A/85 °W 30 er, /35; 80 s.,cegm y99 O6 1416 -- of a r IMIL ea ►na '1 f11111111111111611111111 ICI!• ■I�isi��■i■ u 11 «Ii�1�1�1�i, Rte% /25, o 0 SKETCH OF SURVEY SCALE: 1 "= 20' NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. ,P 200k` 44AX FOLIO NO. it t -3 2-O5-02i- 0130 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. 1. Legal description of property and street/address: LOT- 2. Descriptiion of improvement: L.IvINfj / v t C.1.1764✓ 11111111111111113 CFN 2004F094E9E36 OR Bk 22770 Ps 1183; tips) RECORDED 10/27/2004 14:18:02 HARVEY R:UVINr CLERK OF COURT MIAMI -DADE COUNTY? FLORIDA LAST PAGE O3o° N 73- 1. 'SI.I.oS ,O)VLt v� jtn I Awe i S P Ox_XS 11,L0 GK 1 -01..i01--r 13 d a K 4 L NE w 3 CAtvc... (34/LA (3-5 k--)/ -L-- 3 3 13 3 3. Owner(s) name and address: CA /2-i0.3 ( M5 nl A Cam- CI 3 0 0 Ni 'r31 Y.SNet -0A 0 n I v-U iKIAtµt KO 3( ag Interest in property: (DW t [ C R Name and address of fee simple titleholder: 4. Contractor's name and address: 1 •1 C- FA E L )1-0) E k 3 A- LL 'oz .o C.O ra1 S-r f2 J CT I or3 1'8c041 wvJ sacoN1 S CCR.A -L 5v► U..ICa-S FL- °330q 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: fJ Amount of bond $ ICJ /4 6. Lender's name and address: 31.>J K Or J M et. 1 GA . , 17 ,O. 110 X U 0 S l.uq -S , T)( 152 (0'1 — O t)O S (o i 0 1 t S 8 to 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 specified) ..- 10/21' 05 Signature Print Owner's Name Sworn to and subs - be before me this (a) Cmenac. - day of Notary Public Print Notary's N My commission - pires: 123.01 -52 PAGE 4 8102 ,20OLI Prepared by Cav-10 S (Q wt e vNcAC CL. Address: g30 0N .), sr®+'e- 67+ �l �O�S , "Fl,. - 3313 g ' MM abet �/ar as :�, =_ Coimnission #DU 1984 _ T 007 '41.:. AtlanncBondingc. eelll�� Co, ,e �T+[ OF DADS TE OF RiOA, COU cop of the O $T HEREBY CERTIFY that this is a true daayyof I H n A D 20 original file . h� , anal Seal d County courts d Official R , of Circu a•C. July 20, 2005 Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores, F133138 Tel: 305- 795 -2204 Fax: 305 -756 -8972 Permit No: 04 -744 Job Name: Addition for Omenaca Page 1 of 1 Building Critique Sheet REVISION 1. Still missing the design pressure for the new window opening on the North Elevation. 2. As per the original approved plans, the existing residence had 3,726 sq. ft. As per the new revised drawing, the total proposed square foot of the residence is 5,348 sq. ft. The additional 1,622 sq. ft. is an increase of more than 25 % of floor area. 3. This requires The Designer of Record to comply with the requirements of FBC 3401.8.2.3.1. The Designer of Record is required to visit the site and submit a report indicating remedial action to be taken from FBC 3401.8.2.3.1.1 thru 3401.8.2.3.7 on the permit documents. Claudio Grande 305 - 795 -2204 ext.430 ZONING CRITIQUE SHEET PERMIT # JOB ADDRESS: �e /6/6---- �7S APPLICANT: APPLICATION: ao.#// ‘.G/Ga7 DATE 57 I COMMENTS ocesw e - !Jo s- .01c� FENCES, WALLS, HEDGES INSTALLED ON ALLEY MUST Au LOw 40 SO. FT. FOR TRASH CANS, TREE TRIMMINGS, ETC. • CRI'T'IQUE SHEET JOB ADDRESS 30 -6 Nki s APPLICANT PHONE # APPUCATION AcroikJ SHEET OF • MISCELLANEOUS 1.9-* /a y 4,e7�rn4 e(e/v: certtiAcsa-4e (Pit/ c-5 2 , '- PERMIT NO. ADDRESS: MIAMI SHORES VILLAGE BUILDING / ZONING DEPARTMENT' SECTION BY DATE ZONING ELECTRICAL MECHANICAL PLUMBING FIRE PUBLIC WORKS STRUCTURAL BUILDING OFFICIAL 1. Subject to cocaptianca ant alt Federal. Stat• Coanty,YUlage notes and regulations. Village assuutt no spanstbttity for accuracy oflor resutts fro plans. these 2. This copy of plans must b® available r building site or no Inspection *ill be cottducte DATE UAW COMMENTS f,Ufe e y P g/6 //U 2_0,1/ut) G //_L r SST D &A /4/ yo ? 1 L 'Motu `Q 5ce -t)E Y u t,t- ,y 404‹. /4- 7'roetJS . a . /007- ` i1 r r7 /N /m - ,4 f2 9X'7 s /-t-7 £/(-(J f/ /o ey' V fy .yo °.$ d4odoi /veld fizipY�'o ,1 INITIALS &TAW' C MC n e ` in tcS i 2. t.t.T rat w ca u50em arti $ ADDRESS APPLICANT -- PHONE # AFTLICA'► 0I,I 3ot %PO aB a a"i(+t.+a.. %F■ •i..1.. i PERMIT NO, ADDRESS MIAMI SNORES VILLAGE mime/ ZONING DEPARTMENT DATE • tglISCELLANCOLIS M ZONING t. Subject to samplistes tab sit frodetat. Slat t Ve totes sod + do disposability ter dedorier :oflar mils k4 thaw pica 2. This con di pions must ha uslIsbt. 1 site er se Inspection vitit be a DATESl COMMENTS INMALS TOO P9E'ON ■_OR.OM•s■ - V, 1 to#J5 490 9-992,9G28 026 SadOHS IWWIW ET :OT reetheveta .JOB ADDRESS APPLICANT . k PHONE # CRITIQUE IQLJE SHEET t cazto1.4 - SHTC • t7F _ MIs6 LANEouS s PERMIT NQ. ADDRESS: MIAMI SHORES VILLA BUILDING 1 ZONtNQ Dammam: : SEOrflOM DATE ZONING ELECTRICAL. BURNING OFFROIAL L tadint !a campthtttas w eb Fedetd, St CooniOlgotto totes tad tepd s. Vitiollealsgs no Teapot+ tor 44790101 Qf(ar rests f #16100 4/13i 2. This copy of pleas taunt bs walk& binding alto or no trap*** wUt h* cad= DATE Z& %LN G • • COMMENTS LNIT1AIJ Loc 'Tto) '- GPrr tpti r, / 15 Lt -e7) To `� .� Ck S N 5 rAl FiJsi otJS dN see 'L�s it./ �� eo 4yi0 5 C{ ‘114 r 5(7F PLIA) fre ,gds 5 CRITIQUE SHEET JOB ADDRESS (3 Q ©. PO 11 5'vl.D ( APPLICANT ei, PHONE ## APPUCATION 6-001710N-) SHEET OF MISCELLANEOUS • PERMIT NO, • ADDRESS: MIAMI SHORES VILLAGE BUILDING / ZONING DEPARTMENT' SECTION BY DATE ZONING ELECTRICAL MECHANICAL PLUMBING FIRE 1 PUBLIC WORKS STRUCTURAL BUILDING OFFICIAL 1. Subject to compliancy with elt Fedeurt, Stat County.YUlage rules a!tdregulations. Wiageessuue no spo gstbllity for accvtrcy oflor results fro these 2. This copy of plans mast ha auettable u • building :lie or no Inspection writ he conducts DATE MUG COMMENTS L ocia7t ©l' M,1 P kiblut, 57 D (w J)11 is L i M. L 3 -zd test,✓ 4/i1 s1vlUS 57125 #4944-Al (tea w(0( & ?teem/4104 C1`4J or Hit E ati ZG 02 010 15 7357; , �1(17 P.e 0 13 oA) f3 sr; 5 (.4 6-14 Z- 57 TG "LA) a4A0 M°1,,e' t/A INITIALS Building Department 10050 N'.1±.2nd Avenue Miami .Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. PO- ' - 744 Job Name 1f, E'tr?`te? Rate C. ff.Dq MECJTANICAL CRITIQUE SHEET Cci1', S - tj1- it,- 6,14 (..ate Go DM/. Ai Cchtf . Q AM -I) P IIMMINOMMos6. C A- it-1,r1,- SZ6 •tN WI lor 9991.,8S49326 F ldril I A S3?IHS I Wd I W 817 :80 iP008./1..T/ Miami Shores Village Building Department 10050 N.E.2Dd Avert Miami Shores, Merida 33138 Td: (305) 795.2204 Fa= (305) 756,8972 Permit No. ` P + , --) '• Job Name 0)1' , „- 41,9- ELECTRICAL CRITIQUE SHEET I 1' v O- ,/r '',r►, .�- ..', of StAtellif ,fit .0 0' ti's' WV- Aro* we. 7:41411,' i0, Miami Shores Village Building Department - -0 '1 --()\•.41A).\ 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. P 404 r1/ Job Name h , A, ELECTRICAL CRITIQUE SHEET 1¢L 6 " 10i• �- /7" eft, r• e, 4 -7/ ®n Area 9 ift)-4 B P,��j" /ice v� d— A- f®1. )1. A01-1 id 4 /7.4) ) i 1 / !Lo .//1"-S aIxieep7 .. �e i - A doleJYY, a-f 4 oi- ;51 1✓a1- fit# ‘114-5 X ee-- ,®71 Cil +e• f pt,,- e9/4Gj J624', lo& /fr-5C e Ivor'" I ' Jfr A/0 /rfr .7 ‘,9-Jep,z ' c- 'P >'/ e'rt3.1,1,1, 697" 1't°-, ® if 017 ,e- Ph. 4°19/41 ,®° ..■i •94-e 'L9-e -a 4e- / I7 q jsevW e CPA/ gad // -/ /S ,fix I 0-P see° e°2 0°=12 .Fh .,- °s®04 ,- r tee".-4 M %OA_ tog A wwe4 r total mecnanmat vaam ul tlhJIV ( n u*ss . va wa vu ..... —• • cap*ity of more dmn iS s or for any st -. ._ in area designed for public ly, fire plans shall be impress spal of a PrOfemioind Engineer, rein in die State Of Flo : When the estimated cost exceeds $5,010 for nixlical gas, oxygen, • toxic air filtration, or chemical fire protection systems t plain ?i •; be prepared by and bear the impress seal of a Professional Ems, regi State of Florida, who is competent in this field of expertise. All plans . shall be prepared and submitted per the ,' Florida biding Code, Appendix "A ". The plans shall include a schedule similar to the one shown below to be filled by the Architect or Engineer of Record. HVAC DESIGN REQUIRES: YES NO DUCT SMOKE DETECTOR FIRE DAMPER(S) • SMOKE DAMPER(SS FIRE RATED ENCLOSURE FIRE RATED ROOF/FLOOR CEILING ASSEMBLY FIRE STOPPING SMOKE CONTROL (d) PRECONTRACT EXAMINATION OF PLANS: Preliminary plans may be submitted by the designer to the Chief Mechanical Inspector before a contract for the proposed work is entered into by the owner. (e) EXAMINATION OF PLANS: The Chief Mechanical Inspector or Mechanical Plans Examiner shall examine all plans and applications for permits. If the application or plans do not conform to the requirement of all pertinent laws or regulations, the Chief Mechanical Inspector shall reject such application in writifig, stating the reasons therefore. Plans that are rejected, as stated herein above, shall be returned for correction. Inked notations on mechanically reproduced plans may be accepted only for minor corrections. If the application, plans and specifications, upon examination, are found to comply with the requirements of the Mechanical Code, the plans shall be signed and marked as approved. (f) PERMIT FEES : Shall be in accordance with section 303 of this Code. 4901.5 INSPECTIONS: (a) SCHEDULE: The Chief Mechanical Inspector may, at the time the permit is issued, determine the mandatory inspection schedule based upon the complexity of the Supplement No. 3 49-2-2 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Job Name Date /1`4 744 MECHANICAL CRITIQUE SHEET i t A:r01,?'"--:=' Y ( -..: '4i; r Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 04-744 Job Name 61-4.,■-••■,4c..4 93vo N. 8 Agfikfizz- 4oPz770.../ STRUCTURAL CRITIQUE SHEET 4/414- 174 C S. .3 11/Y:See-4104 Y5- 3 /5 i/ 47 / Cosi hi rivp 6-e kJ /11.4 P/44 , 7y(jj( Prziv-f:014 Pesii/ve- reike4e;t2.1 in nezu j/.1 54tlye • 474. k-70:40es — 1qj outd fickeirs G.rreze-4.- Li c 5 Alig-- wee-, S FrA44.,9A-77 6-- to titic•- LA) cttaN (73) 57 - I _Thews 4 Xi heetr-il 1.4e/aW A he rgen-oved. PM141 giooen.Admitt rey2/ ed 7 P 6 ?-4/744 'Mar al; • t L._ 41, ■11101111w" ex, 0-c )*eta.5 heandi Lei-dA 5 qLr ku-175 6 1Vetc• inietkr. p44ec 1 ;14 Sci7e41(44 ert c5-- 3 C 00^((4-4,07/4-A0 14 A /-t / 6 a'rlio r ,otet-fe-, 1=3. aIJ s- Wilere- is fez, V5-4- czei- 7 tO cw2-kk4—agip Arrce4c(4_ 5 - stfttad— Q 7.(9-er,-, Pr.aduel dprepras 711., 4e60 Peors 6eviia-56 Pare-s, 4..)/71 rows rd-A-t-e15 # Ai/ d-r-144.5 pL 144 1-11,e de is") 7;,) 6 1 fiee-s PrrIAIAMPt Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 04 - 744 Job Name ®MFA -cA 93w® 8 skt►u2z -- STRUCTURAL CRITIQUE SHEET 44/04- 5e'h i�S-3 /'3 na/ /✓! L'� Y141 et4 &I/A slam Pos /it,; r yr Y��t�� neui s /4' s �a kiL aft // ema . 0 5)A A -1 shows 414 /;" r-epploved, Dth nl /26am . r //J his regialetzed 7 fee, rs-S , rtas se,vered &4 1A 5q rr-fu -pf 6 IS a.e, jM.4-kt 14e4e 8' �.5 S°h truryL, l y se-lied/44 ert SS 3. /,ire is See, I/5-4- 7 glee Produel 4'rn'J 41/ 'rem Padr5/ 6w, Pia r5/ rt.)siT deW5 ,. _S'� psels „ .4j/ n4 4.e de/5714 Irv?d /ee-s5u1,-.5.c , Miami Shores Village Building Department c 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Page 1 of 2 6/14/04 BUILDING CRITIQUE SHEET BP 04 -744 1. Address structural and P &Z comments. 544 2. Submit electrical, mechanical, plumbing, (new septic tank, abandonment of septic tank) roofing, and storm shutter permit applications. 3. Submit two sets of NOA's for all opening. I. Provide an architectural exterior wall cut - section showing wall, furring, insulation, drywall, ceiling drywall and ceiling insulation. 0, 5. Add window L specifications to window schedule. �l 6. Provide letter of intent form engineer that will inspect and certify pilings, grade beams, slab and engineer unit masonry. 7. Plans must be approved by HRS. 41 8. Need a 2X fascia board or a 2X sub - fascia, show on plans. Follow the procedures for submission of corrected plans for your re- submittal. Page 2 of 2 PROCEDURES FOR SUBMISSION OF CORRECTED PLANS 1. REPRINT PAGES WITH CORRECTIONS. 2. REMOVE OLD PAGES FROM ALL PLANS AND SUBSTITUTE WITH CORRECTED PAGES. A.MARK OLD PAGES "VOID" ON THE ON THE FACE OF EACH SHEET. B.DO NOT REMOVE BACK SHEET CONTAINING BUILDING DEPARTMENT AND COUNTY STAMPS, MARK THE FRONT OF THIS SHEET VOID AND LEAVE IN SET. C.RETURN ONE SET OF VOIDED PLANS TO BUILDING DEPARTMENT. 3. SUPPLY AN ERRATA SHEET SHOWING LOCATION OF CHANGES /CORRECTIONS IN PLANS. A.HIGHLIGHT ALL CORRECTIONS ON PLANS. CURTIS CRAIG 6/14/04 305 - 795 -2204 Miami Shores Village Building Department ce SEP 15 FNTD g�/ 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. BP 04 -744 Page 1 of 2 9/14/04 SECOND CRITIQUE BUILDING CRITIQUE SHEET Still need septic to submit new septic tank and abandonment of septic tank permit applications. AtvPR2MA -, "et ,4.,s 5Y12. Still need to provide an architectural exterior wallcut -i'i section showing wall, furring, insulation, drywall, ceiling drywall and ceiling insulation. S(c S 1- Y A- S- Q_ cii•is -141 6. Still need to add window L specifications to window schedule. ti 6.. c: wimp., 'Eris A * H w/Moolia ifatc" b\r4. Still need a 2X fascia board or a 2X sub - fascia for roof sheathing to attach to, show on plans. G4-04446 ar S•1 - �, • S p1,--, ,. c is �- S4" ,.. 144.1 Follow the procedures for submission of corrected plans for your re- submittal. Page 2 of 2 PROCEDURES FOR SUBMISSION OF CORRECTED PLANS 1. REPRINT PAGES WITH CORRECTIONS. 2. REMOVE OLD PAGES FROM ALL PLANS AND SUBSTITUTE WITH CORRECTED PAGES. A.MARK OLD PAGES "VOID" ON THE ON THE FACE OF EACH SHEET. B. DO NOT REMOVE BACK SHEET CONTAINING BUILDING DEPARTMENT AND COUNTY STAMPS, MARK THE FRONT OF THIS SHEET VOID AND LEAVE IN SET. C.RETURN ONE SET OF VOIDED PLANS TO BUILDING DEPARTMENT. 3. SUPPLY AN ERRATA SHEET SHOWING LOCATION OF CHANGES /CORRECTIONS IN PLANS. A.HIGHLIGHT ALL CORRECTIONS ON PLANS. CURTIS CRAIG 9/14/04 305 - 795 -2204 \ic —RY t tr-ko-A Svg9 e,5s Nt LLA--4.76/ `a1ZS)ns� -F-CL r.,-A tom` V_,0314 �oS - 4- `15 - tt �-x �cr � I'\-cYYI )P1ck0Q-' -PaNr3rArvor- 'A-4D vYvH -A1--) 00- k\rver, cx; \, e„ -Vv\e„,, net. r_ s s,ot fo,NreAr --k) 1/NA cA,L0_, -\1o32., ?vooy--- ar-1, c_cik 1-0 cDc- \21-Ss e '14 .t 5 A .�' �- e.-Krv1\te.rsad; C'") r-eJvY\R_ArYlLt-QjY- +‘-) Y j�f� --y1 AA1-00 \-) ."\-.-AN?,,VY1, Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Pho - : (305)795 -2204 Fax: (305)756 -8972 •- 2erek?' Z5 Inspection Date: 03/13/2006 Inspector: Devaney, Michael Owner: OMENACA, CARLOS Job Address: 9300 BAYSHORE Street Miami Shores Village, FL Project: <NONE> Block: Contractor: D & E ELECTRIC INC Permit Type: Imported Permit Inspection Type: Final Work Classification: Electric Phone Number 305/756 -0839 Parcel Number 1132050270130 Lot: Phone: 954 -345 -9040 Building Department Comments Friday, March 10, 2006 Page 1 of 2 Passed Inspector Comments � ' ' �f K,4-A . -' --we c'S e9,--'IV a ivcreonfr / erg, rail- r �G7``av�, ��Y Yi'� ily-04 ril a/IL i/L, 7--ki- le e%� /- ` ,I e- i PIX-WN--/ ," Failed Correction Needed Re- Inspection Fee�sg an) No Additional Inspections can be scheduled re- inspection fee is paid. until Friday, March 10, 2006 Page 1 of 2 Inspection History Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 EL2004 -348 Imported Permit Project: <NONE> Owner: CARLOS OMENACA Phone: 305/756 -0839 Job Address: 9300 BAYSHORE Street Parcel: 1132050270130 Miami Shores Village, FL Block: Lot: Scheduled Insp # Inspection Type Inspection Status Inspector Date Completed 01/11/2005 INSP2005 -123 Electrical RE- INSPECTION FEE None None 1/11/2005 dogs in yard 01/14/2005 INSP2005 -155 Electrical DENIED None None 1/14/2005 Re brace fault to 2 X 4 so that it isnt in fault of panel temp comductors to be in conduit 01/21/2005 INSP2005 -262 Electrical APPROVED None None 1/21/2005 temp pole 07/20/2005 INSP2005 -3051 Electrical APPROVED None None 7/20/2005 ALARM PRE WIRE 09/07/2005 INSP2005 -3812 Electrical DENIED None None 9/7/2005 ALARM PRE WIRE 09/09/2005 INSP2005 -3819 Electrical APPROVED None None 9/9/2005 ALARM PRE WIRE 09/27/2005 INSP2005 -4134 Electrical APPROVED None None 9/27/2005 ALARM PRE WIRE 03/13/2006 INSP -11794 Final Pending Inspection Michael Devaney Not Complete Friday, March 10, 2006 Page 1 of 1 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: EL2004 -348 Printed: 12/22/2004 Applicant: Owner: JOB ADDRESS: 9300 N BAYSHORE DR Electrical Permit Contractor D & E ELECTRIC INC Local Phone: 954 - 345 -9040 Parcel # 1132050270130 Contractor's Address: 10601 N. W. 41 ST. Page 1 of 1 Legal Description: BAY LURE PB 44-63 LOTS 11 & 12 BLK 1 LOT SIZE IRREGULAR OR 19425 -4359 12 Fees: FEE2004 -12953 FEE2004 -12954 FEE2004 -12963 FEE2004 -12964 FEE2004 -12965 FEE2004 -12966 Description Building Fee CCF Notary Fee Training and Education Fee Technology Fee Scanning Fee Total Fees: Amount $150.00 $1.20 $5.00 $0.40 $3.75 $3.00 $163.35 Total Fees: $163.35 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 6/8/2005 Construction Value: $1,100.00 Work: TEMPORARY POLE TO FEED THE HOUSE Signed: (INSPECTOR) JAN 0 7 PAID In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: 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): Building Owner's Name (Fee Simple Titleholder) Owner's Address 3O 0 h1 - City Q V i C utuA State Tenant/Lessee Name 1 Permit No. Master Permit No. Electrical Plumbing Mechanical Roofing 1ZO p 083(3 'Q._L.b s 0 M t=: NI 4 CA Phone # 30S- I S 6 s\A - t_ v. 1L • Zip Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES ei oo i3)41 g ri-ot bit NO n• Contractor's Company Name - -3) d C. Contractor's A• I ess /060 OW -Li 13 ; City F. ),�L4�. ' S d n !' S State Fe- Qualifier State Certificate or Registration No. % ?00/ ?-60 Certificate of Competency No. Phone # 9 S V- 9oVo Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit '4/o©e OO Square Footage Of Work: Type of Work: ❑Addition ►" teratiion ❑New Describe Work: -P1... if) o rag' fo le.. Fb-a_ ❑ Repair/Replace e Demolition N ge.V * * * * * * * * * * * * * * * * * * * ** *Fees* Submittal Fee $ ' Permit Fee $ Notary $____ Training/Education Fee $ Scanning $ Radon $ Zoning Code Enforcement $ Structural Plan Review. $ es, gra * * * * * ** Total Fee Now Due $ (Continued on opposite side) * * * * * * * * * * * * * * * * * ** CCF $ CO /CC Technology Fee $ 515 Bond $ 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. SignaturV Signature 12/1--Ak Owner or Agent Contractor The foregoing instrument was acknowledged befo e me this 6 The foregoing instrument was acknowledged before me this Q / A day of dk 20c� , by e't c'e• , who is personally known to me or w tF produced who is personally knor'to me or who has produced y-of NOTARY P Si P 1 of cation and who did take an oath. ,,,,,,�, . Gone My� , xI #DD : EigpirescAlap2G,v ` ;�... •oe`O• Bonded ThrU ° os' Atlantic Bonding Co., Inc. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: * * * * * ** oteloY * * * * * * * * * * ** ******************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Cho 05/13/03 trike My Commission 'm; * * * * * * * * * * * * * * * * * * * * * ** tztet " Rosalyn Waldman MY COMMISSION # DD075741 EXPIRES February 4, 2006 * *ibfak-rY xor * * * ** ************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** fans Examiner Engineer Zoning ELECTRIC, INC. 10601 N,W. 41st St. Coral Springs, FL 33065 Phone (954) 345 -9040 Fax (954) 345 -9242 All Pro Construction and Design, Inc. 11864 N.W. 2n1 Street Coral Springs, FL 33071 ATT: Michael Hudec We propose to furnish labor and m terial for the electrical construction of a temporary pole to feed the house at the Ome ca Residence at 9300 North Bayshore Drive, Miami Shores. This temporary pole will ave a 200 amp capacity. Pi-ice.. . . . ....... ............ . Approved Thank you, Don Westerdale 1 L-Sito Till BUILDING AND ZONING DEPARTMENT 10050 N.E. SECOND AVENUE MIAMI SHORES. FLORIDA 33)38 -2382 TELEPHONE (305) 795 -2204 FAX (305) 756 -8972 AFFIDAVIT FOR 30 DAY TEMPORARY ELECTRIC SERVICE (To be emoted by Owner and/or Tenant, Bating & Electrical Contractor) NOTE: ELECTRIC SERVICE WILL BE DISCONNECTED "WITHOUT NOTICE" UPON 30 DAY TERMINATION UNLESS APPLICATION IS RENEWED It is understood that the temporary - electrical approval by the Miami Shores Village, Building it Zoning Department given in connection with the building being constructed under. Building Permit No.6P ZtV 4 - 4 `f Electrical Peermit No. at address: g 3 O 0 N CU\A S -- for owners: Ca v k O S 0 V4 t..A71 a Cam.d i— 1 a in j a- d e-' G`" is being given only for construction purposes or' for testing the following installations being made in said structure: Sub - paragraph 4501.3 (d) (3) of the South Florida Building Code provides fora 30 day maximum approval only in an URGENT NECESSITY for electric current exists. Necessity shall include the use of current for irrigation, security, humidity control, emergency power and lighting, such as for testing or construction purposes, provided the Electrical Contractor and owner do hereby agree to assume the responsibility of maintaining the installation in such a manner that there is no hazard to life and property. Such approval is in no event to be considered a release of said structure for purposes of use and occupancy, and no occupancy shall be granted or permitted until final inspections have been called for and approved by the inspection divisions concerned, and an occupancy permit obtained. The undersigned also understand that the temporary- electric approval is subject to rescission and cancellation, and electric power can be cut off at the discretion of the Building and Zoning Department and will be disconnected if the budding concerned is occupied before final inspections are approved and occupancy permit obtained. GAR L O S O 9" f t l N - CA 1 `dart+ y n "I; being first duly sworn, depose and say that I am the owner of the above described property, and that I agree that the structure covered in this agreement Shall not be occupied until the building contractor has obtained approval of final ' - ' ors. Sworn and subscribed before me this i day of r!'Oo, Notary Public, State of Florida at Large My Commission Expires: .O^- j / o fc 0'A ' Ginny HI Gonell ' Commission #DD323870 `.Q Expires: May 26, 2-008 Bonded mru ` " " "` Atlantic Bonding Co., Inc. Page 1 of 2 30 DAY TEMPORARY- ELECTRIC SERVICE (continue) , being fast duly sworn, depose and say that I am the Electrical Contractor for the above described property and that the electrical installations as now existing will not create a safety hazard if temporary- service is connected. Sworn and subscribed before me this & day of Ar2P-4--- O Notary Public, State ofFlorida at My commission expires: -11. &7_/00 - t� 1, treEr SIGNATURE OF ELECTRICAL CONTRACTOR depose and said that I am the Building Contractor of the above described of this building until final division obtained and that I have the authority concerned to prohibit occupancy until such final inspections are obtained. , YP(.e � Ginny H. Gonell ' = Commission #DD323870 oe Expires: May 26, 2008 Bonded Thru Atlantic Bonding Co., Inc. ing first duly sworn, p rty and that will not permit occupancy as , e o; n r of said property is Sworn and subscribed before me this b day of 0 Notary Public,, State of Florida at Large My Commission Expires: SIGNATURE OF ELECTRICAL INSPECTOR Date Page 2 of 2 SIGNS 1' •' OF BL t ' ING CONTRACTOR. OF NOT. Ginny cone . Commission #DD3238 0 -%,'1,1311 �. Expires: May26, 2008 • o.� Bonded Thru t, ``� Atlantic Bonding Co., I:tr Release to FLORIDA POWER le LIGHT CO. by: (name) Date: To: (name) 12/03/04 STAN ENGINEERING CONSULTING ENGINEERS MECHANICAL & ELECTRICAL 9999 NE 214 AVE., SUITE -202 MIAMI SHORES, FL., 33138 1'EL: 305 - 759 -1765 / TAX: 305 - 759 -5560 / E -Mail: stanengine@aol.com MIAMI SHORES VILLAGE BUILDING DEPARTMENT HMO NE 2104 AVE., MIAMI SHORES, FL. 33138 ALL PRO CONSTRUCTION & DESIGN, INC. 11864 NW 2"d St, Coral Springs, F1.33071 PROJECT: OMENACA RESIDENCE RENOVATION /ADDITION 9300 North Bayshore Dr., MIAMI SHORES, FL. SUBJECT: TEMPORARY ELECTRIC POWER TEMPORARY ELECTRIC POWER SERVICE OF 200 AMPS WILL BE ADEQUATE; SEE ATTACHED EXISTING LOADS CALCULATION PLEASE. FOR ANY ADDITIONAL ENQUIRY OR INFORMATION, CONTACT THE WRITER PLEASE. REGARDS;_, V. Mike Stanimirovic, PE Fl. Certificate No: 36907 SERVICE LOAD (EXISTING) - CALCULATION FOR OMENACA RESIDENCE 9300 NORTH BAYSHORE DR. MIAMI SHORES, FL. LOADS LINE(VA) NEUTRAL(VA) NOTE GENERAL LIGHTING= 3VA/SQ.FT. x 2999 SQ.FT. = SMALL APPLIANCE CIRCUIT =2x 1500 VA= LAUNDRY CIRCUIT (NEW WASH MACHINE)= TOTAL LTG., SMALL APPL.,& LAUND. CKTS. ELECTRICAL RANGE /OVEN = CLOTH DRIER = DISPOSAL = HOT WATER HEATER = DISHWASHER = JACUZZY = TOTAL OTHER LOAD = APPLICATION OF DEMAND FACTORS: FIRST 10 KVA AT 100% = REMAINDER (20000 x.40) AT 40% = TOTAL OTHER DEMAND LOAD AIR- CONDITIONING / HEATING EQUIPMENT: COND. CU- 1(EXIST.): 230Vx 23.1A x 1.25 = EXIST. AHU -1: 230V x 5A = EXIST. AHU -1 EL. HEAT 7.2 KW = COND. (EXIST.) CU -2: 240Vx17.2A = EXIST. AHU -2 : 240V x 5A = EXIST. AHU -2 EL. HEAT 5KW = TOTAL A -C EQUIPMENT: 8997 3000 1500 8997 3000 1500 13497 13497 12000 9600 5000 1000 1000 9000 1200 1200 1800 1800 30000 27097 10000 10000 8000 6840 18000 16840 ( 6641) 1150 7200 ( 4128 ) 1200 5000 14550 Exclude..;Less than heater. SERVICE LOAD: 32550 16840 Exclude.;Less than heater. 1. SERVICE RATING = 32550/240 = 136 A; NEUTRAL 16840/240 = 70 A 2. FEEDER CONDUCTORS REQUIRED: COPPER TWO #3/0 AWG & ONE NEUTRAL #4 AWG. 2. REQUIRED OVER CURRENT PROTECTIVE DEVISE OF 200 A BREAKER. 3. EXISTING SERVICE WAS CALCULATED FOR 2,999 SQ. FT. RESIDENCE. 12/03/04 STAN ENGINEERING CONSULTING ENGINEERS MECHANICAL & ELECTRICAL 9999 NE 2d AVE., SUITE -202 MIAMI SHORES, FL, 33138 TEL: 305 -759 -1765 / TAX: 305 - 759 -5560 / E -Mail: stanengine @aol.com MIAMI SHORES VILLAGE BUILDING DEPARTMENT 10050 NE 2nd AVE., MIAMI SHORES, FL. 33138 ALL PRO CONSTRUCTION & DESIGN, INC. 11864 NW 2" St, Coral Springs, FI. 33071 PROJECT: OMENACA RESIDENCE RENOVATION/ADDITION 9300 North Bayshore Dr., MIAMI SHORES, FL. SUBJECT: TEMPORARY ELECTRIC POWER TEMPORARY ELECTRIC POWER SERVICE OF 200 AMPS WILL BE ADEQUATE; SEE ATTACHED EXISTING LOADS CALCULATION PLEASE. FOR ANY ADDITIONAL ENQUIRY OR INFORMATION, CONTACT THE WRITER PLEASE. REGARDS; V. Mile Stanimirovic, PE Fl. Certificate No: 36907 SERVICE LOAD (EXISTING) - CALCULATION FOR OMENACA RESIDENCE 9300 NORTH BAYSHORE DR. MIAMI SHORES, FL. LOADS LINE(VA) NEUTRAL(VA) NOTE GENERAL LIGHTING= 3VA/SQ.FT. x 2999 SQ.FT. = SMALL APPLIANCE CIRCUIT =2x 1500 VA= LAUNDRY CIRCUIT (NEW WASH MACHINE)= TOTAL LTG., SMALL APPL.,& LAUND. CKTS. ELECTRICAL RANGE /OVEN = CLOTH DRIER = DISPOSAL = HOT WATER HEATER = DISHWASHER = JACUZZY = TOTAL OTHER LOAD = APPLICATION OF DEMAND FACTORS: FIRST 10 KVA AT 100% = REMAINDER (20000 x.40) AT 40% = 8997 3000 1500 8997 3000 1500 13497 13497 12000 9600 5000 1000 1000 9000 1200 1200 1800 1800 30000 27097 10000 10000 8000 6840 TOTAL OTHER DEMAND LOAD 18000 16840 AIR - CONDITIONING / HEATING EQUIPMENT: COND. CU- 1(EXIST.): 230Vx 23.1A x 1.25 = EXIST. AHU -1: 230V x 5A = EXIST. AHU -1 EL. HEAT 7.2 KW = COND. (EXIST.) CU -2: 240Vx17.2A = EXIST. AHU -2 : 240V x 5A = EXIST. AHU -2 EL. HEAT 5KW = ( 6641) 1150 7200 ( 4128 ) 1200 5000 TOTAL A -C EQUIPMENT: 14550 Exclude..;Less than heater. SERVICE LOAD: 32550 16840 Exclude.;Less than heater. 1. SERVICE RATING = 32550/240 = 136 A; NEUTRAL 16840/240 = 70 A 2. FEEDER CONDUCTORS REQUIRED: COPPER TWO #3/0 AWG & ONE NEUTRAL #4 AWG. 2. REQUIRED OVER CURRENT PROTECTIVE DEVISE OF 200 A BREAKER. 3. EXISTING SERVICE WAS CALCULATED FOR 2,999 SQ. FT. RESIDENCE. b4e18/2002 10:02 3055544485 ALL FLORIDA ENGINEER PAGE 02 PROPERTY ADDRESS: 9300 North Bayshore Drive, Ivi Joni Shores,Florida„ 33168 LEGAL DESCRIPTION: Lot 11 y 12 in Block lof "BAY LURE", according to the Plat thereof, as recorded in Pha Book 44 at Page 63 of the Public Records of Miami-Dade Couray, Florida, aid lands situate, lying and being in Miami-Dade Comity, Florida. CERTIFY TO: Tanya de la Rosa and Carlos Omenaca Mr. Doak Can:04111, Attorney at Law ALL FLORIDA ENGINEERING SERVICES, INC. 13800 SW 8* Street, # 366 Miami, Florida, 33184-3032 Phone: (305) 554-9192 Fax: (305) 554-4485 SURVEYOR'S CERTIFICATE: 1 Hereby Certify to the best of my knowledge and belief that this drawing is a true and correct representation of the BOUNDARY SURVEY of the real property described hereon. • 1 further certify that this survey was prepared in accordance with the applicable pro- visions of Chapter 6 1 (3 I 7-6. Florida Administrative Code. B • ESTEBAN ORTIZ P' OFESSIONAL SURVEYOR ANL) MAPPER No 5927 STMT. OF FLORIDA S41 W2�02 10:82 3055544495 ALL PURIM B48-11tEER Aft,241 .5:Xisgwv aoy 40:919) 4,47 iftf) Af40.4feAel:er- 4,4% itg OA° AIMS. ■■••■•"0,1017.11r. PAGE 84 AK02.9 1,16 2w* 1049e... 431e.er os944`e Fli"...7. ...nr. '!"!5.1!!!!!..',7!".rre".!' 11,11110111/.1111i1111111111111v 4 , :,.s"...:::-.:.:.:.. *ijijaillIlliati 1 ill*I....*iiiti*iiiiritit iiiitit.lipiii-iii-iiiiii..., -..„.....i.r.,,, 11.4:8SINI 1P171W001, 211116111115/W1 . . ... . . . _............ ''."--'1,1311.1111all x aklibiliiiio .,..-.,.i4,,ii-ci. ; v fe:=Alt:Erlic 4 ;..,..-,;:itic 11 .i.:. ,..,...., ..,....-,..., a ''4ii:ii,■"50; Iiia',C*1§ '440111h., SKETCH OF SURVEY 11 04/18/2002 10:02 3055544485 ALL FLORIDA ENGINEER PAGE 03 SURVEYOR'S NOTES 1.- The above captioned Property was surveyed and described based on the above Legal Desa *don: Provided by Clint 2.- This Catificadon is only for the lands as deraiboi It is not a Certification envie, Zoning, Ease- ment; or Freedom of Encumbrances, 3.- Thete may be addidonal restrictions not shown on this survey that may be found in the Public Re- cords-offish County. 4.- Accuracy: The expe2ted use ofthe land, as classified in the Minimum Technical Standards (61017-6FAC), is "Residential/High RW. The minim= relative distance accuracy for this type °thous:lay survey is 1 foot in 10,000 feet. The accuracy obtained by measurements and edentulous of a closed geometric figure was found to cm:mcl this requbrement. 5.- Foundations _ and/or fbodngs that may cross beyond the boundary lines of the pared hada ckscribed are not shown bneon. 6.- Contact the apropriank ‘5, pbar to any k, work on the herein descdbed parcel fbr Building and Zelda* rmtin. 7.- Underground Utilities are not depicted contact the appropriate authority pior to any design work or construction an the poperty herein described. S.- Ownership subject to Opinkm of Tide. 9.- Type of Survey: Boundaly Survey. io...Not vim without die , - h. and dre original raised seal of a Florida Licensed Surveyor and Mapper. Additions ca deletions to survey maps or records by ahem than the signing party ea Parties h prohibited " the wham consent ofthe : party ar padre. 11.-Flood Zone; AE Base Flood Elevation; 10.0 FEMA Panel Number: 120652 0093 J Date July, 1712 1995 12.This Plan of Survey los bom premed lbr the exclusive use of the endties earned hereon. The Cadet:ad= does not emend to any =named party. iron pipes abets found at property corners have no cap unless otherwise stated 1L-Elevations are based co National Geodetic Vertical MUM of 1929 Bench Ma* # B62 Elevation: +8.74 Feet Bench Mark Location: NE 96' Street & NE 10 Avenue 15.-Ownenhip of fences are unknown. 16.-Bearm' et shown hereon ate based on 1U1 wafted value of NV 22' 45 " West along the Grater line of NE 930 Street of Plat Book 44 at Page 63 of the Public Records of Idkuni-Dade County, Florida. 17.-Lowest Floor Elevation represent finished floor elevation at the front door unless otherwise noted. Survey Date: April 15* 20Ua Job# 470-02 CPP RFVFRSF SIOF MR IMPORTANT INFORMATFON Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Pho e: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 03/14/2006 Inspector: Devaney, Michael Owner: OMENACA, CARLOS Job Address: 9300 BAYSHORE Street N Miami Shores Village, FL 33138- Project: <NONE> Block: Contractor: FLORIDA FIRE & BURGLARY Permit Type: Imported Permit Inspection Type: Final Work Classification: <NONE> Phone Number 305/756 -0839 Parcel Number 1132050270130 Lot: Building Department Comments Monday, March 13, 2006 Page 2 of 2 Inspector Comments //7 ,/ j 7'1 14662-12, , E Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Monday, March 13, 2006 Page 2 of 2 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 6/27/2005 Electrical Permit Permit Number: EL2005 -211 Applicant: Owner: JOB ADDRESS: 9300 N BAYSHORE DR Contractor FLORIDA FIRE & BURGLARY Contractor's Address: Local Phone: Parcel # 1132050270130 Page 1 of 1 Legal Description: BAY LURE PB 44-63 LOTS 11 & 12 BLK 1 LOT SIZE IRREGULAR OR 19425 -4359 12 Fees: FEE2005 -8854 FEE2005 -8855 FEE2005 -8856 FEE2005 -8857 FEE2005 -8858 FEE2005 -8859 Description Building Fee CCF Notary Fee Training and Education Fee Technology Fee Scanning Fee Total Fees: Amount $150.00 $2.40 $5.00 $0.80 $3.75 $3.00 $164.95 Total Fees: $164.95 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 12/21/2005 Construction Value: $3,950.00 Work: BURGLARY ALARM Signed: (INSPECTOR) JUN 3 OPA D In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204, Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical Permit No. Master Permit No. v- d t-( )C( Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) ea.- - : j" )7 e Phone # 30r— r 6 (3 Owner's Address CO IVO k-st ? p City yr e' S „ PIC ate /( Zip 3J (3 O Tenant/Lessee Name Phone # Job Address (where the work is being done) 1--y1 C City Miami Shores Village County Miami-Dade Zip Is Building Historically Designated YES (TO Contractor's Company Name f( °' k- et a---y Contractor's Address d- 10 EA) £' - ,g/ Cj /- City ` -�rc,� State r t . Qualifier T f 1 State Certificate or Registration No. 000 Certificate of Competency No. Phone # 3ds.362f)- (0 zip 33 o, Architect/Engineer's Name (if applicable) $ Value of Work For this Permit A- Phone # Square Footage Of Work: a0.0 Type of Work: DAddition ['Alteration New ❑ Repair/Replace ❑ Demolition Describe Work: s7 C.( ii?„,17 ****************************Fees****************************** Submittal Fee $ Permit Fee $ /.o rvO CCF $ c2 - 40 CO /CC Notary $ `J• 00 Training/Education Fee $ 0. 50 Technology 'ee $ 3. 75 Scanning $ 3.00 Radon $ Zoning Bond $ Code Enforcement $ StructuraI Plan Review. $ Total Fee Now Due $ ` ( 4 q5 (Continued on opposite side) 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 Signa Owner or Agent The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before this day of , 20 , by , day of who is personally known to me or who has produced who onally known (TO (o /'+-t/ -4,_. Contracttor 20 by , ( I 0 rcb NOTARY PUBLIC: Sign: Print: As identification and who did take an oath. NOTARY PUBLI Sign: e or who has produced 'fication and who did take an oath. My Commission Expires: My Co iresPo ******************************************* * * * * ** ** *** ** * * ** * *** * * * * * * * *,� ' ** ** * *** * *t *************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 05/13/03 ***************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** y' 4' Plans Examiner Engineer Zoning ADDENDUM TO BUILDING PERMIT APPLICATION (AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBZ*AINED, THE OWNER'S. NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL MECHANICAL ITEM BATH TUB UNIT FEE ITEM SWITCH OUTLETS UNIT FEE ITEM SPACE HEATERS UNIT FEE BIDET LIGHT OUTLETS CENTRAL HEATING DISHWASHER RECEPTACLES A/C (WIND) DISPOSAL SERVICE TEMPORARY A/C (CENTRAL) DRINKING FOUNTAIN SERVICE SIZE IN AMPS DUCT WORK FLOOR DRAIN SERVICE REPAIR/METER CHANGE REFRIGERATION GREASE TRAP APPLIANCE OUTLETS PROCESS AND PRESS PIPING INTERCEPTOR RANGE TOP UNDERGROUND TANKS LAVATORY OVEN ABOVE GROUND TANKS LAUNDRY TRAY WATER HEATER ' U.F. PRESSURE VESSELS CLOTHES WASHER MOTORS 0- 1 HP STEAM BOILERS SHOWER MOTORS OVER 1- 3 HP HOT WATER BOILERS SINK, POT /3 COMP. MOTORS OVER 3- 5 HP MECHANICAL VENTILATION SINK,, RESIDENCE MOTORS OVER 5- 8 HP TRANSPORTING ASSEMBLIES SINK, SLOP MOTORS OVER 8- 10 If ELEVATORS/ESCALATORS TEMPORARY WATER CLOSET MOTORS OVER 10- 25 }f FIRE SPRINKLER SYSTEMS FINAL MOTORS OVER 25-100 HP COOLING TOWERS WATER CLOSET MOTORS OVER 100 HP VIOLATION INDIRECT WASTES . A/C WINDOW REINSPECTION WATER SUPPLY TO: AIR CONDITIONERS • A/C UNIT STRIP HEATER r FIRE SPRINKLER . GENERATORS TRANSFORMERS 'HEATER -NEW INST. GENERATORS TRANSFORMERS HEATER- REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL SPECIAL PURPOSE SWIMAING POOL OUTLETS COMMERCIAL WATER SERVICE SIGN TUBES SEWER CONNECTIONS S IGN TRANSFERS UTILITY -SEWER SIGN TIME CLOCK UTILITY -WATER FIXTRRES r SEPTIC TANK ANTENNA RELAY TELEVISION OUTLETS DRAINFIELD, 4' TILE/RES. VIOLATION PUMP & ABANDON SEPTIC TANK REINSPECTION SOAKAGE PIT CU. FT. /• OYVYI CATCH BASIN DISCHARGE WELL DOMESTIC WELL AREA DRAIN ROOF INLET SOLAR WATER HEATER FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEM GAS RANGE METER SET (GAS) • GAS PIPING Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 8/9/2005 Building Permit Permit Number: BP2004 -744 Applicant: Owner: JOB ADDRESS: 9300 N BAYSHORE DR Page 1 of 2 Contractor ALL PRO CONSTRUCTION & DESIGN INC Contractor's Address: 11864 NW SECOND STREET Local Phone: 954 -439 -0359 Parcel # 1132050270130 Legal Description: BAY LURE PB 44-63 LOTS 11 & 12 BLK 1 LOT SIZE IRREGULAR OR 19425 -4359 12 Fees: FEE2004 -9945 FEE2004 -10375 FEE2004 -10377 FEE2004 -10378 FEE2004 -10379 FEE2004 -10380 FEE2004 -10381 FEE2004 -10382 FEE2004 -10384 FEE2004 -10385 FEE2004 -10386 FEE2005 -4402 FEE2005 -8533 FEE2005 -10811 Description Structural Fee Building Fee CCF Training and Education Fee Technology Fee Scanning Fee Zoning Review Radon Builders Bond Structural Fee Structural Fee Structural Fee Structural Fee Building Fee Amount $50.00 $6,000.00 $120.00 $40.00 $150.00 $90.00 $100.00 $10.26 $300.00 $50.00 $50.00 $50.00 $50.00 $75.00 Total Fee447,18926 Total Receip$7,060.26 32q.00 C\c AUG 10 PAID Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores village. In accepting this permit 1 assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: FEE2005 -10839 Scanning Fee Total Fees: $54.00 $7,189.26 Permit Status: APPROVED Permit Expiration: 1/23/2006 Construction Value$200,000.00 Work: NEW 3 CAR GARAGE AND FAMILY ROOM RELOCATE THE EXISTING KITCHEN Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 R "ElirE � a vim, �,, MAR 3 1 20e5 M Permit No. „ tlx� ter Permit No. P C� Permit Type (circle): Building Electrical Plumbing M ani Roofm Owner's Name (Fee; ple Titleholder) &kM _ Phone # 7 P" ,,v J ) , is A��e�ss 0 � - c City kw 5 Wt'State' ./ Zip Tenant/Lessee Name Phone If Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES Contractor's Company Con i . • or' A City Qualifier moo ),141icvit& County Miami -Dade NO Zip 40 1.a Phone# Q -- *' SOW Uri?!. State Certificate or Registration No. 9°7/34/ Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Square Footage Of Work: Type of Work: ['Addition DAlteration DNNw D Repair/Replace D Demolition Describe Work: * * * * * * * * * * * * * * * * * * * * * * * * * ** *Fees * * * * * * * *::* ** Submittal Fee $ Permit Fee $ 7 5 . CCF $ CO/CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ c (Continued on opposite side) Bond $ 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 FLF.CTRICAL 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 T 1 OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDIN ( YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value excew promise in good faith that a copy of the notice of commencement and construction lie law brochure whose property is subject to attachment. Also, a certified copy of the recorded notice o commenceme for the first inspection which occurs seven (7) days after the building permit is issu . In t. I- ae s. inspection will not be approved and a reinspection fee will be charged. Ii1 Signature Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 , by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: *********************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 'Signature g $2500, the applicant must ill be delivered to the person must be posted at the job site ce of such posted notice, the Contractor The foregoing instrum nt was acknowledged before me this d a y of .P , 20 0\--by ) Ch _J who is personally known to me or who has produced l i Oa I!' Noe as identification NOTARY PUB Sign: Print: My Commission Expires * * * * * * * * * * * * * * * * * * * * * * * * * * ** who did take an oath. 'J\ 6 ***************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ; * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 05/13/03 ** * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner (/ Engineer Zoning �f 05-11S NCUS -S -0/ P103-- 1ZS ��P,,a , Joseph Laudando .A°�•' 46- Commission' #DD238965 =* ,kb: *E Expires: Aug 05, 2007 = 9' V Bonded Thru ��i�OF F,�. Atlantic Bonding Co.. Inc. FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important Read the Inst onpa 1.7. SECTION A • PROPERTY OWNER INFORMATION BUILDING OWNER'S NAME TANYA DE LA ROSA AND CARLOS OMENACA O.M.B. No. 3067 -0077 Expires December 31, 200: For Insurance Cornpany 'Policy Norther BUILDING STREET ADDRESS (Including Apt., Unk, Sole, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 9300 NORTH BAYSHORE DRIVE Company NAIC Number VE CITY MIAMI SHORES STATE FL ZIP CODE 33168 PROPERTY DESCRIPTION (Lot and Block Withers, Tax Patel Number, Legal Descriptions, etc.) LOTS 11 & 12 BLOCK 1 PLAT BOOK 44 PAGE 63 BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use a Carmteris area, if necessay.) RESIDENTIAL LATITUDElLONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE ❑ GPS (Type):_ ( 1NP -Mc -##.W or ##.� 0 NAD 1927 0 NAD 1983 ❑ USGS Quad Map SCI B • FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NF P COMMUNITY NAME & I OP4MUNITYNUMB MIAMI SHORES 120652 82. COUNTY NAME M E B3. STATE FLORIDA 84. MAP AND PANEL 87. FIRM PANE. 89. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX 136. FIRM INDEX DATE EFFECTIV8REVISED DATE B& FLOOD ZONES) (Zane AO, use depth of 9oodag) 1202500093 J 3-2-1994 717 -1996 AE 10.0 610. Irr�catethe sauce dthe Base Flood Elevation (BFE) data or base flood depth entered In 139. FIS Profile ®FIFS4 p Cormlwtily Deiemined (] Oew(Desplbe): B11. Indicate the elevation datum used for the BFE In lam: NGVD 1929 Q NAVD 1988 ❑ Other (Describe): 812. Is the Ming located In a Coastal Bander Resources System (CBI :6) area or Otherwise Protected Area (OPA)?D Yes 183 No Designation Date SECTION C - BUILDING ELEVATION WFORMATIONiStJRVEY REQUIRED) C1. Burling elevations are based on: D Construction Drawings* :a Building Under Ca sbuctiar• ❑ Finished Construction *A new Elevation Cettiicatewit be required whencorsbuctiortdthebuildingiscomplete. CZ Bullring Dieram Number 1 (Select the bud cing diagram most skier to the buidig for which this actiticete is being con ted - see pages 6 and 7. If no dawn accurately represents the bung, provide a sketch or photograph.) C3. Elevations — Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, ARIAO Complete Items C3.-ai belota according to the building cliagram specified In Item C2. State the datum used. If the datum is d'ifthrent from the datum used for the BFE in Section B, convert the datum to that used forte BFE. Show field measurements and dahm comr rsion calculation. Use the space provided orthe Comments area of Sedan 0 or Section G, as appropriate, to document the dabs') conversion. Datum MEM Convector/Comments Ng Elevation reference mak used hipaiDoes the elevation reference mak used appear on the FIRM?. 0 Yes ® No • a) Top of bottom floor (Inducing basement or enclosure) MAW • b) Top d next higher tbor (NAM • c) Bolton d hest horizontal slructual member (V zones coly) fig• ft.(m) • d) Attached garage (top of slab) 4. IMO ► e) Lowest elevation d madtliey and(or e�fpmen servicing the ix rug (Describe In a Comments area) WA..: fL(m) ► t l (finished) fig( ) �..ff .ft(m) ► g ( d) (NAG) 4. $4. L(m) • h) No. d permanent openings (flood vets) Minn 1 it above adjaoerd Made • 6 Total area d all permanent openings (flood ) In C3.h ago. in. (sq. cm) SECTION D - SURlVEYOR, ENGRAVER, OR ARCHITECT CERTIFICATION This certification is to be sgned and sealed by a Rand surveyor, engineer, or et:Intact authorized by law to certify gyration Information. 1 cenify that the rhfanr Gfan In Sections 8, -ad Con this connote represents my best efforts to Intern* the data available 1 understand that any false statement maybe by Me or knonsonment renter 18 U.S Code, Section 1001. CERTIFIER'S NAME ESTEBAN ORTIZ UCENSE NUMBER 5927 TRLEPROFESSIONAL SURVEYOR AND MAPPER COMPANY NAME ADDRESS 13800SW 8m Street, # 366 SIGNATURE CITY Milani DATE 8/18/2005 STATE R TELEPHONE (3O5) 554.9192 ZIP CODE 33184 IMPORTANT: In these spaces, copy the comespon !donation from Section A For Irsurance Company Use: BUILDING STREET ADDRESS (Inducing Ap., Unit, Suie, adlorBldg. No.) OR P.O. ROUTE AND BOX NO.— 9300 NORTH BAYSHORE DRIVE Pdi 'Number Cm' STATE ZIP CODE MIAMI SHORES FL 33168 Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIRCATIN (CONTINUED) Copy boa, sides of this Elevation Certificate for (1) comma* apical, (29 insane agen#lootnpay, and (3) bung owner. CONVENTS ELEVATIONS SHOWN HEREON ARE BASED ON NGVD 1929 AND ARE REFERENCED TO MIAMI-DADE COUNTY, BM # B-62 EL.EVATIONk8.74 feet HIGHEST CROWN OF ROAD 4.37 Feet ❑ c heckhemif attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items El through E4. lithe Elevation Calfficab3 is Intended for use as sugaring !donation fora LOMA or LOMR -F, Section C must be completed. El. Bulling Divan Number_(Selectthe biking deg= mostsimiarbthe buicingtorsfichits catiicate Isbeigcomple led— seepap:16and 7, lino diagvanacme* represents the big, Fide askeldn or plbtogaph.) E2. The top of the bottom floor g baserrvent or enclosure) of the building is fL(m) _I n.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use mutual grade, I amiable). E3. For Building Diagrams 68 with openings (see page 7), the next higher floor or elevated floor (elevation b) d the buildbng Is _ ft.(m) _ln.(cm) above the highest adjacent grade. Complete Items C3.h and C3.i on front ct fem. E4. The top d the plaifam of machinery ardlarequipmat servicing the bulking is ft.(m) in.(cm) ❑ aloes or ❑ below (check one) the highest adjacet gads. Use rtablral grade, ff available). E5. For Zone AO only If no flood depth number is available, Is the top of the bottom floor elevated In accordance will the community's floodplain management adina ce? ❑ Yes ❑ No ❑ Unknown. The local official must certify this intonation In Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The properly miner orame?s itemized r ewhoc ool:defies Sections A, 13, C (Items CU and Cal cely), and E farZone A (vacate FEMA4ssued orcomrnrnnity- issuedBFE)orZoneAOmustsignhere. The stsl menfsinSertiansA,E C ardEaeco eetto rebestofoylvcwferiga PROPERTY OWNERS OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATUIE DATE TELEPHONE COMMENTS 0 Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The beat official who aautto: tb lay oradinalce toarimbistertheoormudysftoodplainmaagementardian cecart Sections A,B,C(orE),andG dais E lion c. Complaithe amicable mss) sttd sift below. G1. 0 Tile bifonnation bl Section C was taken from otherdownentaion tha has been signed and embossed by a licensed surveyor, engineer, or ate ectwhoisaufhcrizedbystate ar local law to ceblydenratiori`irdo riaaon. (Indicate the source and date of the elevation data In the Conments area below.) G2. 0 A community my ofiica complatd Section E fora bading located In Zane A (without a FE ed or community-issued BFE) or Zone AO. G3. ❑ Thefarming irdcrmaiion (Items G4-G9) is presided for cormrr yftooc Maio maragemertpap3ses• G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued fcr:❑ New Construction ❑ Substantial Impronvernent G& Elevation of as -bolt lowest floor (Inducing basement) olds hiding is: G9. BFE or (in Tone AO) depth of flooding ads btici g site is: it(m) LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMENTS FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL R.00D �JRANCE PROGRAM ELEVATION CERTIFICATE Read on pages 1.7.. SECTION A A. PR�RIY OWNER INFORMATION BUILDING OWNERS NAME TANYA DE LA ROSA AND CARLOS OMENACA BUILDING STREET ADDRESS (Including Apt, Unit, Sue, and/or Bldg. Nb.) OR P.O. ROUTE AND BOX NO. 9300 NORTH BAYSHORE DRIVE Important O.M.B. No. 3067 -0077 Expires December 31, 200f For Insmeroe Company Use: Policy Number Company NAIC Number VE CITY MIAMI SHORES STATE FL ZIP CODE 33168 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOTS 11 & 12 BLOCK 1 PLAT BOOK 44 PAGE 63 BUILDING USE (e.g., Residential, Nan - residential, Adam, A©pessc y, etc. Use a CcOvnentd area, W necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) ( #t�' - #!X - ##.#!F' or ##.� HORIZONTAL DATUA : ❑ NAD 1927 ❑ NAD 1983 SOURCE: ❑ GPS (Type): 0 USGS Quad Map ❑ Other SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NFIP COAINITY NAME & (UNITY NUMBER MIAMI SHORES 1M852 B2. COMITY NAME mtAM WDADE 83. STATE FLORIDA 84. MAP AND PANEL 87. FIRM PANEL . B9. BASE FLOOD ELEVATION(S) NUMBER 85. SUFFIX 88. FIRM INDEX DATE DATE 88. FLOOD ZONES) (Zone AO, use depth of flooring) 1202500093 J 3-2-1994 7 -17 -1995 AE 10.0 910. kndreale tine source d the Base Rood Elevation (BFE) data or be flood depth entered in 09. 0 FIS Prose FIRM 0 Cormunily Determined (] Other ( Desarbe): B11. Indicate the elevation datan used for the BFE in B9: NGVD 1929 0 NAVD 1988 0 Other (Desert()); B12. Is the budding bated in a Coasthl Barrier Resouces System (CBRS) area or Otihena ise Pfulected Area 10PA)?0 Yes ® No Designation Dale , SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Buiidvng elevations are based on 0 Consbudion Drawings* ■f Bulki g Under C.onsbud on* ❑ Rnished Constmction *A new Elevation Certificate WI be mired when construction of the talking is barnplela G 2 . Buduiing D i a g r a m Akenber1, ( S e l e c t t h e btdtiftg d a g a m most shier the building forwhi t this cede& is being completed - see pages 6 and 7. ff no charm accurately repress the bulking, provide a sketch or pllatogeph.) C3. Elevations — Zones A1a430, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/A0 Complete items C3.a4 below according to the building diagram spectited in item C2. State the dahun used. If the dalum Is different from the datum used for the BFE in Section B, convent the datum to that used for the BFE. Shaw field meastvemefas and datum conversion cwltalation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum cornrerston. Datums OonversioniConmerds Elevation refennte mark used 10_,« Does the elevation woe tusk used appear onthe FIRM? ❑ Yes No ■ a) Tap of bottom floor *luring basement or enclosure) . j. i.(m) • b) Top of nerd higherfbor $., M(m) ► c) Bottom dk* horktontstsbuciuraimember (Vzonesafdy) •_ft(m) `, � �' d)A hedgamgs ddb) aft(7) • e) Lowest elevation d machinery anchor equuripnrent 0 .-005 — sentic g the btddng (Describe In a Comments area) _1(m) • f) gale MG) CRAM z � ► 9) Wiest aimed (finished) grade (►) 4. $4th(m) • h) No drman peentoperas (flood vents) watt 1 t above adjacentBadeQ • I) Total area of all penttanent openings (flood vacs) In C3.h Qsq. let. (sq. an) SECTION D SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be sighed and sealed by a land surveyor, engineer, or archtlect authorized by Iasi to certify elevation information. 1 certify that the b►famration in Sections A, B, and Con frets certificate runts my best efforts to Interpret the data evadable. 1 understand that any fade statement maybe purrishalie by fine atmprlsonment larder 18 U.& Code, Section 1001. CERTIFIERS NAME ESTEBAN ORTIZ LICENSE NUMBER 5927 TITLEPROFESSIONAL SURVEYOR AND MAPPER COMPANY NAME ADDRESS CITY STATE ZIP CODE 13800SW 137" Sheet, # 366 Miami R 33184 SIGNATURE DATE TELEPHONE 618/2005 (305) 554-9192 IMPORTANT: In these spaces, copy the conesponcling htfomation from Section A. For Ire Company Use: BUILDING STREET ADDRESS (Indus ng Apt, Usk Su7e, at/or Bldg. No.) OR P.O. ROUTE AND BOX NO.' 9300 NORTH BAYSHORE DRIVE Policy Nester CITY STATE ZIP CODE MIAMI SHORES FL 331 Comply NAIL Nester SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT ECT CERTIFICATION (CONTINUED) Copy both sides of Ifs Elevation Certriic ate for (1) community Adel, (2) instance aged/company, and (3) building wet COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON NGVD 1929 AND ARE REFERENCED TO MIAMI -DADE COUNTY, BM # B-62 ELEVATION4.74 feet HIGHEST CROWN OF ROAD: 4.37 Feet ❑ Check here ifattachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), compleba Items El through E4. If the Elevation Cerlilieate is amended for use as supporting Information fora LOMA or LOMR -F, Section C must be competed. El. Bulrfing Dimon Ncmber (Selectthe buldng dawn most sinflarto the baling tomtit this cedilicate isbeigcompletnad– seepages6and7 .Ifnodiagonaccontely represents the bac provide a sketch or phobgraph.) E2 The top of the bottom Roc( (including basement or endosui) of the binding is ft(m) _fi.(cm) ❑ above or ❑ below (crack one) the highest adjacent grade. (Use natural grade, ti avaiable). E3. For Bulid'ng Diagams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is ft.(m) _In.(an) above the highest aliment grade. Canplete items C3.h and C3J on frail of fain. E 4 . The top tithe p l a t i a m of machinery end egdpment servici gthe bulking is ft.(m) .(an) ❑ above or ❑ below (check one) the highest adjaeert grade. (Use nsbrral grade, t evadable). E5. For Zane AO only: If no flood depth number Is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unic :rms. The local official must oeffly this b>fonnatton in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The propenty owner oamets alkalized r roresentathe who conpletes Sections A, B, C (Hems CU and Cal ary), and EfrZaneA(i hout aFEMA-issuedooamunity- issuedBFE)oZoneAOmustsigthove The slimier& io Sedans A, 3 C endEae owed to Ora best ofmYknaededgsc PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVES NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE CANTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPI'ONAI-) Thelma Acidwlrais authorized tylayarordkanoetoadrrhi rthecommnamity' sfloodplaihmahagmentadnarcecancompleteSec orsA, B,C (or E), aid G clefs El on Cestfficate, Corm they applicable Aprils) end sir l r. G;: 0 The information i n Section Cwastalcen f r o m oihherdoamedation t h a t has been sighed and embossed b y a I i i s u ry e y o r , ergneer, or architectwho is authorized bysla s o local la* to colt' elevation Inferrnatiort (Indicate the some and date tithe elevalon data in the Comments area below.) G2. ❑ Avowals* of ical torerolefedSedion E fora bulling bated it Zane A (al bout i or community- Issued BFE) or Zone AO. 63. ❑ The fo g infannalion (Tsars G4-G9) is provided for calwas tyfloodplain management imposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED 06. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for:❑ New Casbuction ❑ Substwtial Improvement GS. Elevation of as-built lowest floor (including basement) of the burg is G9. BFE or On ZaneAO) depth d flooding at the building site is: — —gym) — =gym) Datum: Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE GOMENTS JOB ADDRESS: APPLICANT: ZONING CRITIOUE SHEET PERMIT # 30a . 64-1 siloet- o Pt/ APPLICATION: e,&3..--vc oiJ <o /,&71o0c -z D E COMMENTS INITIALS 8 , � ✓ 11 of s%ocay. oyi re4/ e s 'et 5 (1 e. g ' e vt sec( recla.';.op% Cam^ ' P Vl rs € of iftisti r' f�vt c'v [5 -1 6-t tsVVN'Z7o FJF C4-; e Seredt e -�-. cd _7.14 5 WO Win, r/ ki Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. ice- ' -- 3'44 Job Name Alf � ELECTRICAL CRITIQUE SHEET 5 L°rl!/lC e nil Gets Air �/- 1rj /' °la �/ 1' 132 1`/P; A / 8'!-r® /re D ■7" reen g re ;",y 4'77 ew� P 9)-I.vz /Y94- e_ .9rr m/T e P' W ich 11-4 ' A- 7-0 /A- F#'d e ` ` dig €P)LAo e ce i''/ e ea. "7? toei- R e/'7 td c 9.49,09 e si(✓e r-- 11"6j PA' �l�� '� ,�-� �f--d /1/ .%'i ,v 5 7 ',12. //4°./1 ‘.°L2/ !i V ' /24eerieW 5. ta,vsL - Miami Shores Village Building Department 1)tO' 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Job Name BUILDING CRITIQUE SHEET 96474,,i,v-j Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 7952204 Fax: (305) 756.8972 BUILDING CRITIQUE SHEET 1) Cu -71- IC\ (--t• Sktenisar BUILDING DEPARTMENT 10050 N.E. SECOND AVENUE MIAMI SHORES, FLORIDA 33138 -2382 TELEPHONE: (305) 795 -2204 FAX: (305) 756 -8972 Tv‘ 616. la 5 - FAX TRANSMITTAL BLDG DEPT DATE: 5 1 c %l ©.s TO: 1 pt FAX: 75 - 5 5 (3S) / FROM: (Al br' T FAX: 305 756 -8972 t ) NUMBER OF PAGES INCLUDING COVER MESSAGE: Ervi-- x,11 J-c, you c4K You Miami Shores Village Hall July 20, 2005 ami Shores Village Tiding Department 10050 N.E. 2nd Avenue Miami Shores, F133138 Tel: 305- 795 -2204 Fax: 305 -756 -8972 Permit No: 04 -744 Job Name: Addition for Omenaca Page 1 of 1 Building Critique Sheet REVISION Still missing the design pressure for the new window opening on the North Elevation. S 'D'r °`''"` ^° '"° S1 t—cc A - As per the original approved plans, the existing residence had 3,726 sq. ft. As per the new revised drawing, the total proposed square foot of the residence is 5,348 sq. ft. The additional 1,622 sq. ncrease of more than 25 % of floor area. is an This re require requi acti t ires The Designer of Record to comply with the ents of FBC 3401.8.2.3.1. The Designer of Record is to visit the site and submit a report indicating remedial to be taken from FBC 3401.8.2.3.1.1 thru 3401.8.2.3.7 on permit documents. Claudio Grande `305- 795 -2204 ext.430 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 01/18/2006 Inspector: Grande, Claudio Owner: OMENACA, CARLOS Job Address: 9300 BAYSHORE Drive N Miami Shores Village, FL 33138- Project: <NONE> Block: Contractor. LATITE ROOFING & SHEET METAL COMPANY Permit Type: Imported Permit Inspection Type: Final Roof Work Classification: <NONE> Phone Number 305/756 -0839 Parcel Number 1132050270130 Lot: Phone: 954- 772 -3446 Building Department Comments Tuesday, January 17, 2006 Page 2 of 2 l Passed d y Inspector Comments D e- ----- 6.1..e r Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Tuesday, January 17, 2006 Page 2 of 2 Independent Roof Testing & Consulting Services IRTARCON PROTOCOL TAS 106 REPORT GENERAL INFORMATION: INC Job Name: Omenaca DATE: 11/23/05 Job Address: 9300 N. Bayshore Drive Miami Shores, Florida IRT # 05 -0872 Job Contact Person: Xavier Becquer Company: Latite Roofing Phone / Fax : 954 -868 -2143 / 954 - 335 -5005 Permit Number : 2004 -1036 TESTING AGENCY INFORMATION NOTE: The undersigned representative agrees that all testing has been conducted and results have been reported in compliance with Dade County Protocol TAS106 Testing Agency Name: IRT -ARCON Inc Certification Number: 00008172 Address: 281 Northeast 32nd Street Oakland Park, FL 33334 Telephone: Fax: (954) 630 -0201 (954) 630 -0506 Representative Name: Bob Tedder Title: Senior Consultnt Signature: Sealed Contents: Sheetsl -3 Roof Plan Richard Schroeder Yates, P.E. Florida P.E. #0036671 Head Quarters: 281 NE 32nd Street, Ft. Lauderdale, FL 33334 Phone (954) 630 -0201 — Fax (954) 630 -0506 Infofl@irtarcon.com - www.irtarcon.com BUILDING / ROOF INFORMATION Area No. Main Roof Perimeter width a = smaller of : _40% height _10% 2nd largest dimension not less than 3 ft perimeter width = perimeter length = Peri -area = 4.8 ft 236 ft 1,133 sqft 11.3 sqs (see Dade County Protocol PA117) height = 12 ft length = ft 2nd largest dimension = ft total roof area = 3,296 sqft 33.0 sqs Note: Please refer to the attached drawing and the following table for the pulled locations Legend: fail mode B = Broken Tile U = Underlayment separation from Adhesive T = Tile separation from Adhesive Test Passed 35 Ibf Fail mode ( Number or 80% NOA please see for 5 sec. legend) Plan Identifier Field Perimeter Comer 1 35 F P C 2 35 F P C 3 35 F P C 4 35 F P C 5 35 F P C 6 35 F P C 7 35 F P C 8 35 F P C 9 35 F P C 10 35 F P C 11 35 F P C 12 35 F P C 13 35 F P C 14 35 F P C 15 35 F P C 16 35 F P C 17 35 F P C 18 35 F P C 19 35 F P C 20 35 F P C 21 35 F P C 22 35 F P C 23 35 F P 24 35 F P C 25 35 F P C 26 35 F P C 27 35 F P C 28 35 F P C 29 35 F P C 30 35 F P C 31 35 F P C 32 35 F P C 33 35 F P C 34 35 F P C 35 35 F P C 36 35 F P C Shaded cell = pull location 37 35 . F P 38 35 c, 4 F P 39 35 F P C 40 35 F P C 41 35 F P C 42 35 F P C 43 35 F P C 44 35 F P C 45 35 F P C 46 35 F P C 47 35 F C 48 35 F P C 49 35 F P C 50 35 F P C 51 35 F P C Summary- The roof is approximately 3296 square feet in area and was tested at 51 locations. The tiles, Monier 9" Smooth, had been installed using the "Foam Application" method. The uplift tests consisted of placing a load test device manufactured by CHATILLON (Model DFIS), over the tile with an adjustable connector placed under the front lip of the tile, and gradually increasing the pressure. The gauge readings are indicated in pounds. Pressure was exerted on the tile until a reading of thirty five (35) pounds or 80 % NOA was obtained. The roof passed in accordance with Dade County Protocol TAS -106. IRT- ARCON's responsibility on this project was specifically on uplift testing to a specific force of thirty five (35) pounds or 80 % NOA in accordance with Dade County Protocol, TAS -106. No other conclusions or observations are expressed or implied. TAS -106 Tile Uplift Test 11/23/05 width = 4.8 ft IRT # 05 -0872 length = 236 ft Omenaca 9300 N. Bayshore Drive Peri -area = 1,133 stilt Miami Shores, Florida 11 sqs Permit Number : 2004 -1036 a UNIT UNDER TEST: Mfr SIN: Cust SIN: PROCEDURE NAME: CALIBRATED BY: P.O. NUMBER: . SUBMITTED BY: • :Report of Calibration • Synergy Labs, Inc 9831 E Evergreen St. Miami, FL 33157 888.3462430. CHATILLON DFIS -100 FORCE GAGE B34621 B34621 SYN141 Juan Balceiro • PERFORMED ON: 09Jan2004 NEXT CAL DUE:: 09Apr2004 TEMPERATURE: SEE REMARKS HUMIDITY: SEE REMARKS • INDEPENDENT ROOF TESTING & CONSULTANTS 281 N.E. 32 STREET OAKLAND PARK FL 33334 CERT.1NCATE NUMBER 28030:1073658914 Synergy labs, Inc certifies that the above listed instrument meets or exceeds all specifications as stated in the referenced procedure at the points tested (unless otherwise noted). It has been calibrated using measurement standards traceable to the National Institute of Standards and Technology (NISI), or to NIST accepted intrinsic standards of measurement, or derived by the ratiotype of self-calibration techniques.This calibration complies with ISO Guide 17025 and ANSUNCSL 2540 -1 -1994. Test Uncertainty Ratios are greater than or equal to 4:1 ;with ex rttied uncertainty used to calculate the Test Uncertainty Ratio, with a coverage facbr ofk=2 at a confidence level of approximately 95% unless otherwise noted Any number of factors may cause the calibration item to drift out of calibration before the recommended interval has expired Tlas report may not be reproduced, except in full,, unless permission for the publication of an approved abstract is obtained in writing from Synergy Labs, Inc. . REMARKS: This unit was found to be in tolerance at the time of calibration. No adjustments were necessary. The calibration of this unit was performed on-site in the environmental conditions at the customers location. . [Standards Used Trace No Description 999002 Signed: AMETEK T -150 WEIGHT SET REPORT OF CALIBRATION for SERIAL NUMBER: B34621 PRINTED ON: 13 Jan 2004 Signed: CAL DATE CAL DUE DATE 2 Oct 2003 2 Oct 2006 Synergy Labs assigned ASSET NUMBER: Page C• of 28030 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 ECEOVED in 2 0 21#14 Permit No. Yj P 2VTDY -- io3(, Master Permit No. PJ P )131)ki 7 y Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) 0 rvl ACV'S Phone # Owner's Address -5 N V A\c 5 l t ` - t\ City �`� 'R V�-� C-C . State j L Zip 3.31 Tenant/Lessee Name Phone # Job Address (where the work is being done) q3C5C. '6141i1 $\)(t t\:).0 \k City Miami Shores Village County Mimi-Dade Is Building Ristorically Designated YES NO Zip Contractor's Company Name LA. 1A e— V426 l.‘ie■ 6_ � Phone # ch, 1-7),-31-14-6 Contractor's Address ,!Q �.� � ' C✓ 2_c, d City 6 Y State fi L Zip �* 6' Qualifier j"f-S \) " .5)`- t� S 1LO tu State Certificate or Registration No. i O > 6 ` Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit \ t%0` Square Footage Of Work: J Type of Work: Ad 'on ['Alteration ['New El Repair/Replace [❑ Demolition Describe Work: SV \ C \ 1 \ -c s t Z 1- 3tt °-rl 1) 1 - 9 o4 /\d kov\\c_t- \ 5 4-\ .`C■ \"e`or S€-A" e •'i * T I AJ `ri VC /13 404Av r M • 14 S /DJ S , Submittal Fee $ � Permit Fee $ "" CCF $ • 11 COICC 9'. Technology Fee $ 13 .�' ° ` Notary $ " Training/Education Fee $ Scanning $ G 5 — Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) 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 ET.RCTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and Alit 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 per»zit 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 The foregoing instrument was acknowledged before me this Th foregoing day of ,20_,by , day oii who is personally known to me or who has produced who is p As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: ent 2 1.1 ntractor i acknowledged b y known to me NOTARY PUBLIC. r who identification Sign: Print: ;.` My CoinmissionExp .a11 p d who lore me this �� duced 11.11 take an oath. r' • OFF MY COMMISSION # DD 046570 EXPIRES: October 5, 2005 ******************************* **************** * *** **********� `_ **************************>4*************** APPLICATION APPROVED BY: Cho 05/13/03 Plans Examiner Engineer Zoning Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 6/15/2005 Building Permit Permit Number: BP2004-1036 Applicant: Owner: JOB ADDRESS: 9300 N BAYSHORE DR Page 1 of 1 Contractor LATITE ROOFING & SHEET METAL Contractor's Address: 2280 W COPANS RD Local Phone: 954- 772 -3446 Parcel # 1132050270130 Legal Description: BAY LURE PB 44-63 LOTS 11 & 12 BLK 1 LOT SIZE IRREGULAR OR 19425 - 435912 Fees: FEE2005 -8262 FEE2005 -8263 FEE005-8264 FEE2005 -8265 FEE2005 -8266 Description Building Fee CCF Technology Fee Training and Education Fee Scanning Fee Total Fees: Amount $325.00 $7.20 $8.13 $2.40 $15.00 $357.73 Permit Status: APPROVED Permit Expiration: 12/4/2005 Construction Value: $12,000.00 Work: NEW ROOF FOR ADDITION Total Fees: $357.73 Total Receipts: $0.00 Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Master Permit No. Contractor's Name . / rir f At') Job Address Section A (General Information), Process No. ❑ Low Slope ❑ Asphaltic Shingles ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ud" Mortar /Adhesive Set Tile ❑ Wood Shingles /Shakes ❑ Prescriptive BUR -RAS 150 ROOF TYPE New Roof ❑ Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) /Jig Section B (Roof Plan)• Sketch Roof Plan: Illustrate all .levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. _�. . r 1 - "M/t4 - • ifK,tilCe' 1'%� t i i • • J C:\ PAYBACK \JOBS \03 -12-'1 \OMENACO.TKF Pg. 1 Omenaca Addition [38 sqs.] 9300 North Bayshore Drive Miami Shores MO Aii:e Ff47;te tsbAAit Florida Building Code Edition 2002 H. h Veiod Hurricane Zone Uniform Permit fication Form. Section D (Steep Sloped Roof System) Roof System Manufacturer: onier Notice of.:Acceptance. Number: 002 /02 if • o Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: P2: P3: Maximum Design Pressure (From the NOASpecific System): yo. • • Method of tile attachment: l 1)A,P6/ V (J r Roof Slope: 12 Steep Sloped Roof System Description Deck Type: /J)/ Wo 0.16 ype Underlayment: Insulation: Fire Barrier: Ridge Ventilation? 01 //i astener Type & Spacing: dhesive Type: ype Cap Sheet: Mean Roof Height: /% " 20 •-I./bqi /S G'+ A r Pi v..2row1 /o?:•Nhelect yP v /9.5p441/ A 5 T H b - v 9 9o, 7:c Roof Covering: 1 NI ler Via Type & Size Drip dge: 3X 3 ..210 g'l ug a Iv Florida-Building Code Edition 2002 High Velocity Hurtkane Zone Uniform Perms Application Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values ' for M, with the values from Mr. Tithe Mt values are greater than or equal to the Mr values, for each area of the roof, then the tilt attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (Pt= 1.6 x b t�..L9 :t 1/. yz )f-Mg:. ' a M,1 x5'•62- NOA Mr �%' "! (P ::° O•aV Is .2 4149 .) — Mg: 5"•g' =h4a if* NOA Mt (Par x X(7 AY • J4') Mg: ,1.: a 1 „_' e'..3 y NOA Mr Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Belowc2 �^ 'it NOA Mr. Mr Required Moment Resistance' ; • Wan Root Haight —} Roof stow. +. 15' • 20' 25` 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 . 32.2 34.4 36.0 37.4 412 - . 30.4 32.2 33.8 35.1. 37.3 5:2 C21.0 30.1 31.0 32.8 '4.8 .6H2 • 254 28A 29A 30.5 32.4 7h2 244 25.9 27.1 28.2 30.0 *Must be used in conjunction with b list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for FT. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" • (P1: x 1: s x w: a j— W: x cos = Fn: NOA F (Ps: x 1: ' x w: )—W: x cos O = Fu: NOA F (Ps :_,.,,_x h is x w: _) W:,__,_xcos 8.7 = F,st,,�_ NOAF Where to Obtain Information Descri • don S bol PI or P2 or P3 • Where to find Daly Pressure RAS 127 Table I or by as enenctrhvg analysts preps PE -.. on ASCE 7 Mean Roof ,, . , H lob Site = 9 Job She -,,, ,_ „x3 A, NOA • Moment doe to Env, IIIIIIIEAMIIII NOA F' •A . , lit- _ .. . _ 1111111111M111111 IMAM Calculated NOMMINI::L -__ :j_ .' WA Tile 0 7r , . i kngth wwridth AS calculations most be submitted to the . 0 h at the time of - t M 1 A M 1•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Monier Lifetile, LLC 135 NW 20`b Street Boca Raton, FL 33431 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Atlantis Shake & Slate Concrete Roof Tile 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 consists of pages 1 through 6. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category:. Sub - Category: Material: Roofing Flat Profile Roofing Tiles Concrete 1. SCOPE This renews a system using Monier Lifetile Atlantis Shake & State Concrete Roof Tile, as manufactured Monier Lifetile LLC and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Monier Lifetile Atlantis Shake and Slate Tile Trim Pieces Test Dimensions Specifications 1= 15 ". w = 10 3/8" 1 %" thick 1= varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Agency Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Product Description PA 112 Flat, interlocking, high pressure extruded concrete shake and slate roof tile equipped with two nail holes. For direct deck, mortar or adhesive set applications. PA 112 Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Identifier 7161 -03 Appendix III 94 -060A 94 -084 25- 7094 -2 25- 7094 -8 25- 7094 -5 Test Narne /Report Static Uplift Testing PA 102 & PA 102(A) Static Uplift Testing PA 101 (Mortar Set) (Adhesive Set) Static Uplift Testing • PA 102 (4" I- Ieadlap, Nails, Direct Deck, New Construction) Static Uplift Testing PA 102 (4" I•ieadlap, Nails, Battens) Static Uplift Testing PA 102 (4" Hcadlap, Nails, Direct Deck, Recover/Reroof) Date Dec. 1991 March, 1994 May 1994 Oct. 1994 Oct. 1994 Oct. 1994 NOA No.: 02- 1211.08 Expiration Date: 12 /16/07 Approval Date: 01/09/03 Page 2 of 6 Test Agency The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Professional Service Industries, Inc. Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Test Identifier 25- 7183 -6 25- 7183 -5 25- 7214 -1 25- 7214 -5 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 P0402 Project No. 307025 Test #MDC -77 224 -47099 520109 -1 520111 -4 520191 -1 Calculations Calculations Calculations Calculations Calculations Calculations Calculations Calculations Test Name/Report Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Battens) • Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain PA 100 Physical Properties PA 112 Static Uplift Testing PA 101 Aerodynamic Multiplier Moment of Gravity 25 -7094 25 -7496 25 -7584 25- 78046 -8 25- 7804 -4 & 5 25- 7848 -6 25 -7183 Aerodynamic Multipliers Two Patty Adhesive Set System Date Feb. 1995 Feb. 1995 March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Sept. 1994 Dec. 1998 March 1999 March 1999 Sept. 1999 February 1996 April 1996 December 1996 March 1995 April 1999 April 1999 NUA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 3of6 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 May be installed on slopes 7:12 and greater with a minimum of two screws. 4. INSTALLATION 4.1 Monier Lifetile Atlantis Shake and Slate Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W). and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Monier Lifetile Atlantis Shake & Slate Tile 8.5 1.25 • - 0.865 Table 2: Aerodynamic Multipliers - X (ft3) Tile Profile A. (ft3) Direct Deck Application Monier Lifetile Atlantis Shake & Slate Tile 0.24 Table 3: Restoring Moments due to•Gravity - Ma (ft -Ibf) Tile Profile 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater DirectDeck Monier Lifetile Atlantis Shake & Slate Tile Direct Deck Direct Deck Direct Deck Direct Deck 6.0 5.9 5.8 5.6 5.5 NOA No.: 02- 1211.08 Expiration Date: 12 /16/07 Approval Date: 01/09/03 Page 4 of 6 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Monier Lifetile Atlantis Shake & Slate Tile 2 -10d Ring Shank Nails 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip). 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 2 -10d Ring Shank Nails' 50.3 65.5 48.3 1 Installation with a 4° tile headlap and fastemers are located a min. of 2W from head of tile. Table 5: Attachment Resistance Expressed as a Moment Mf (ft -ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Atlantis Shake & Slate Tile Adhesive 31.34 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 13.9 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 5A: Attachment Resistance for Single Patty Expressed as a Moment - NI( (ft-lbf) Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Atlantis Shake &Slate Tile PolyProTM 118.94 PolyPro TM 40.4' 4 Large paddy placement of 45 grams of PoIyProul. . 5 Medium paddy placement of 24 grams of PalyPro TM. _ Table 5B: Attachment Resistance Expressed as a Moment - M f (ft -lbf) for Mortar or. Adhesive Set Systems Tile . Profile Tile Application Attachment ' Resistance Monier Lifetile Atlantis Shake & Slate Tile Mortar Sets 39.0 NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 5 of 6 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWINGS 9" k• ��12" I. WATERLOCK f1• OVERLAY ' • WATERLOCK '"..•.,, •%• "......•... -- ••••�' sue• OVERLAY ^':::`• ,:�. MONIER LIFETILE ATLANTIS SHAKE & SLATE CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 6 of 6 MRAMhDAI MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Polyfoam Products, Inc. 2400 Spring- Stuebner Road Spring ,TX 77383 -1132 Your application for Notice of Acceptance (NOA) of: Two Component Polyurethene Foam Adhesive under Chapter 8 of the Code of Miami Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to .revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375-2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0521.02 EXPIRES: 05/10/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 06/14/2001 Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office 1 1s045000Itpc2000 \ttemplases\nodce acceptance cover pagedot Internet mail address: postmaster (bwildingeodeonline.com Rampage: http://www.buildingeodeonlinacom Polyfoam Products. Inc. ACCEPTANCE No.: 01- 0521.02 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub- Category: Roof Tile Adhesive Materials: Polyurethane Approval Date: June 14. 2001 Expiration Date: May 10.2006 1. SCOPE This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polyproe AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems 2. PRODUCT DESCRIPTION Manufactured by Applicant Polypro® AH160 Foampro8 RTF1000 ProPack® 30 & 100 Dimensions N/A N/A NIA Test Specifications PA 101 Product Description Two component polyurethane Dispensing Equipment Dispensing Equipment 2.1 Components or products manufactured by others: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list uplift resistance values with the use of Polypro AH160 roof tile adhesive. 2.2 Typical Physical Properties: Property Test Density ASTM D 1622 Compressive ASTM D 1621 Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 2 Results 1.6 lbsift.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 LbsJFt2 3.1 Perm / Inch +0.07% Volume Change @ 400 F., 2 weeks +6.0% Volume Chan Humidity, 2 weeks Frank Zuloaga, RRC Product Control Examiner Polyfoam Products, Inc. ACCEPTANCE No.: 01- 0521.02 Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 3.2 Polypro® AH160 shall solely be used with flat, low, & high tile profiles. 3.3 Minimum underlayments shall be in compliance with the Roofing Application Standard RAS 120. 3.4 Roof Tile manufactures acquiring acceptance for the use of Polypro '4 AH160 roof tile adhesive with their tile assemblies chill test in accordance with PA 101. 3.5 Roof Tie manufactures acquiring acceptance for two paddy placement with the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101 and with section 10.4 as modified herein. MS 4. INSTALLATION 4.1 Polyproi? AH160 may be used with any roof tile assembly having a current NOA that . lists uplift resistance values with the use of Polypro® AH160. 4.2 Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof the assembly's adhesive attachment with the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with 1Vfiami Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 4.3 Polypro 474 AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4.4 Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 4.5 Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0 -1.15 (A) : 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 4.6 Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 4.7 Polypro® AH160 shall not be exposed permanently to 3 Frank Zuloaga, RRC Product Control Examiner Polvfoam Products. Inc. ACCEPTANCE No.: 01- 0521.02 4.8 Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 4.9 Polypro® AH160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile TileProfile Placement Detail Single Paddy Weight Min. (grains) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N /A. Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 5. LABELING All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. 6. BUILDING PERMIT REQUIREMENTS 6.1 As required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. Frank Zuloaga, RRC Product Control Examiner 4 Polvfoam Products, Inc. ACCEPTANCE No.: 01 -0521.02 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY 1) Rao enough adhesive to soigne 1? to 23 °Ptialiii 2x4afor square ham l aPPlicaftim 2) Turn cons upsidedown. Noe Oman 112 h1` To1 la From Winkle edge dame. Then WWI the t e. Frank Zuloaga, RRC Product Control Examiner Polyfoam Products. Inc. ACCEPTANCE No.: 01- 0521.02 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Frank Zuloaga, RRC Product Control Examiner 6 Polyfoam Products. Inc. ACCEPTANCE No. : 01- 0521.02 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Single paddy under the Single paddy between tie 2ai.xTIn size {eddy save mouse only Frank Zuloaga, RRC Product Control Examiner Polvfoam Products. Inc. ACCEPTANCE No.: 01- 0521.02 1. Renewal of this Acceptance (approval) shalt be considered after a renewal application has been filed and the original submitted documents, including test-supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products hall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required docuinentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance hall be cause for won and removal of Acceptance. 9. This Notice of Acceptance consists of pages I through 8. END OF THIS ACCEPTANCE Frank Zuloaga, RRC Product Control Examiner 8 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 03/15/2006 Inspector: Levrack, James Owner: OMENACA, CARLOS Job Address: 9300 BAYSHORE Street N Miami Shores Village, FL 33138- Project: <NONE> Contractor: NELMAR PLUMBING INC Block: Permit Type: Imported Permit Inspection Type: Final Work Classification: Plumbing Phone Number 305/756 -0839 Parcel Number 1132050270130 Lot: Phone: (305) 261 -3942 Building Department Comments ADDITIONAL WORK INSTALL 1 SINK TOILET. LAVATORY, BATH TUB, 1 NEW BATHROOM 1 NEW SINK IN KITCHEN Passed In pe d • ments J Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Tuesday, March 14, 2006 Page 1 of 2 BUILDING PERMIT APPLICATION FBC 2001 Miami Shores Village res, Florida 33138 Permit No. v acs — IZ� Master Permit No. Permit Type (circle): Building Electrical Plumbing , Mechanical Roofing Owner's Name (Fee Simple Titleholder) Phone # Q gNil ;�4 5iulu xfo(TW iSl1072.c- ®0. Owner's Address City State Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO 5,3 60 '-t}f -r1f 8Ay Si/0/2-t- dt Contractor's Company Name ,�� L• ro /` 14,u61° Contractor's Address Z .S. K Sic/ 7r,9-LL- City Qualifier P+;11- j State 115 r- State Certificate or Registration No. Phone # ?t1 r /-3`1y� Zip a 3 Ifs- Fe() _Mc 2 c) L- Certificate of Competency No. re oc, Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit 7 (t 21-7 Type of Work: IAddition ['Alteration Describe Work: _Alm t °S nwA, 4GEf w3TecL,(. 1 S + !! °rot Ler Square Footage Of Work: ❑New ❑ Repair/Replace p+ it" 9( T t hi p' 2 1 T t./10116r-7 vt-V ' 6 tc Ttt T ✓'i ❑ Demolition /v ew- I N," O.( t--cc L-!�u✓ * * *** * *** * **** ** ** * ** * * **** *Fees* * * **** **** * * *** ** *** * * * ** ** Submittal Fee $ Permit Fee $ /70 CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ , Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) 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 Owner or Agent The foregoing instrument was acknowledged before me this day of ,20_,by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: ************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Signatur/ Contrac The foregoing instrument was acknowledged before me this /5- day of /JFQI L , 200r, by who is personally known to me or who has produced as identification and who did take an oath. e c_ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *,:, - ** * ** ***************************** * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: ` i1►�� G9 S Plans Examiner Chc 05/13/03 Engineer Zoning Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 8/9/2005 Plumbing Permit Permit Number: PL2005 -128 Page 1 of 1 Applicant: Owner: JOB ADDRESS: 9300 N BAYSHORE DR Contractor NELMAR PLUMBING INC Local Phone: (305) 261 -3942 Parcel # 1132050270130 Contractor's Address: 4954 SW 75 AVE Legal Description: BAY LURE PB 44-63 LOTS 11 & 12 BLK 1 LOT SIZE IRREGULAR OR 19425 -4359 12 Fees: FEE2005 -10858 FEE2005 -10859 FEE2005 -10860 FEE2005 -10861 FEE2005 -10866 Description Building Fee CCF Training and Education Fee Technology Fee Scanning Fee Total Fees: Amount $175.00 $0.60 $0.20 $3.75 $3.00 $182.55 Total Fees: $182.55 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 10/18/2005 Construction Value: $1,200.00 Work: ADDITIONAL WORK INSTALL 1 SINK TOILET. LAVATORY, BATH TUB, 1 NEW BATHROOM 1 NEW SINK IN KITCHEN CCT 0 PAID Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 03/14/2006 Inspector: Levrack, James Owner: OMENACA, CARLOS Job Address: 9300 BAYSHORE Drive Miami Shores Village, FL Project: <NONE> Contractor: NELMAR PLUMBING INC Permit Type: Imported Permit Inspection Type: Final Work Classification: Addition /Alteration Block: Phone Number 305/756 -0839 Parcel Number 1132050270130 Lot: Phone: (305) 261 -3942 Building Department Comments Monday, March 13, 2006 Page 1 of 2 Passed %rComments t 1 4/ 1r WI et Failed Correction Needed Re- Inspection Fee ( $75) No Additional Inspections can be scheduled re- inspection fee is paid. until Monday, March 13, 2006 Page 1 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATI FBC 2001 ECEOVED N JUL 2 8 2014 Permit Type (circle): Building Electrical Permit No. ? L O'' '? 3 Master Permit No. i, a00 ' - 7 Vet Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) ('VI n -e4 -- Phone # Owner's Address City State Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) 7300 AI- /34 y 56t OR, City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name Contractor's Address EL 4I2 Li Phone # 3dr- 2C1--371(2_ City P I I State PC Zip 3 3 1 ,)� Qualifier L V iS F k D1 /5 '- State Certificate or Registration No. J F003 3 S 2-0 4 Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit / Square Footage Of Work: Type of Work: ['Addition Describe Work: ❑Alteration ❑New ❑ Repair/Replace ❑ Demolition 2,t b , * *, , * ******* * **** * *** ***Fees, , ****** * * * ******* * *,/,?� * ****** Submittal Fee $ ®— Permit Fee $ Jib CCF $ l CO /CC s°® Notary $ Training/Education Fee $ Technology Fee $ ' Scanning $ Radon $ Zoning Bond $ �. Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ / 3 (Continued on opposite side) 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 z 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, BOTTFRS, 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 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 si4e for the first inspection which occurs seven (7) days after the building permit is issue In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Signatur Owner or Agent The foregoing instrument was acknowledged before me this The foregoing instrument was ac owledged before me this 1 -C day of ,20 , by day of Jill-y. ,20oV,by Et/ S F 12-00- 1jcL?r who is personally known to me or who has produced who is personally known tosrle or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBL Sign: Sign: Print: Print: My Commission Expires: My Co xpmission # 0D194890 tended By National Notary Assn. *** * * * * * * * * * * * * * * * * * * * * * * * * * * * *;'* ** ******************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: ! Cd Plans Examiner Engineer Zoning Cho 05/13103 ADDENDUM TO BUILDING PERMIT APPLICATION (AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL • MECHANICAL ITEM BATH TUB UNIT . 1 FEE ITEM SWITCH OUTLETS UNIT FEE ITEM SPACE HEATERS UNIT FEE BIDET LIGHT OUTLETS CENTRAL HEATING DISHWASHER 1 RECEPTACLES A/C (WIND) DISPOSAL SERVICE TEMPORARY ANC (CENTRAL) DRINKING FOUNTAIN SERVICE SIZE IN AMPS DUCT WORK FLOOR DRAIN SERVICE REPAIR/METER CHANGE REFRIGERATION GICUrecilOP-rcla pm4t'1 APPLIANCE OUTLETS PROCESS AND PRESS PIPING INTERCEPTOR _2_ TOP , U10ERtR� TANKS LAVATORY ,3 , OVEN - ABOVE GROUND TANKS LAUNDRY TRAY WATER HEATER U.F. PRESSURE VESSELS CLOTHES WASHER / MOTORS 0- 1 HP STEAM BOILERS SHOWER 3 MOTORS OVER 1- 3 HP HOT WATER BOILERS SIN(, POT/3 COMP. MOTORS OVER 3- 5 HP MECHANICAL VENTILATION SINK, RESIDENCE 3 _ MOTORS OVER 5- 8 FP TRANSPORTING ASSEMBLIES SINK, SLOP MOTORS OVER 8- 10 HP ELEVATOiS/ESCALATORS TEMPORARY WATER CLOSET MOTORS OVER 10- 25 HP . FIRE SPRINKLER SYSTEMS URINAL MOTORS OVER 25-100 HP COOLING TOWERS WATER CLOSET �1 MOTORS OVER 100 HP VIOLATION INDIRECT WASTES-' A/C WINDOW REINSPECTION WATER SUPPLY TO: AIR CONDITIONERS • A/C UNIT D2giA/ 1 STRIP HEATER FIRE SPRINKLER GENERATORS TRANSFORMERS HEATER -NEW INST. GENERATORS TRANSFORMERS HEATER- REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL SPECIAL PURPOSE SWIMMING POOL OUTLETS COMMERCIAL WATER SERVICE SIGN TUBES SEWER CONNECTIONS :SIGN TRANSFORMERS UTILITY -SEWER SIGN TIME CLOCK UTILITY -WATER FIXTUARES SEPTIC TANK ANTENNA RELAY TELEVISION OUTLETS DRAINFIELD, 4" TILE/RES. VIOLATION PUMP & ABANDON SEPTIC TANK REINSPECTION SOAKAGE PIT CU. FT. CATCH BASIN DISCHARGE WELL DOMESTIC WELL AREA DRAIN ROOF INLET SOLAR WATER HEATER FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEM GAS RANGE METER.SET (GAS) GAS PIPING Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 10 /21/2004 Plumbing Permit Permit Number: PL2004 -223 Page 1 of 1 Applicant: Owner: JOB ADDRESS: 9300 N BAYSHORE DR Contractor NELMAR PLUMBING INC Local Phone: (305) 261 -3942 Parcel # 1132050270130 Contractor's Address: 4954 SW 75 AVE Legal Description: BAY LURE PB 44-63 LOTS 11 & 12 BLK 1 LOT SIZE IRREGULAR OR 19425 -4359 12 Fees: Description Amount FEE2004 -10395 Building Fee $210.00 FEE2004 -10396 CCF $6.00 FEE2004 -10397 Training and Education Fee $2.00 FEE2004 -10398 Technology Fee $5.25 Total Fees: $223.25 Total Fees: $223.25 Total Receipts: �� 73. ?5 Permit Status: APPROVED Permit Expiration: 1/24/2005 Construction Value: $9,500.00 Work: ADDT AND REMODEL Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: )gS Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 03/15/2006 Inspector: Levrack, James Owner: OMENACA, CARLOS Job Address: 9300 BAYSHORE Drive N Miami Shores Village, FL 33138- Project: <NONE> Block: Contractor: A LEAGUE CONTRACTORS, INC. Permit Type: Imported Permit Inspection Type: Landscaping Work Classification: Drainfield Phone Number 305/756 -0839 Parcel Number 1132050270130 Lot: Phone: 305 - 256 -0306 Building Department Comments Tuesday, March 14, 2006 Page 1 of 2 Passed I� = ctorComments 1 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Tuesday, March 14, 2006 Page 1 of 2 Miami Shores Village 10050 NE 2nd Avenue Phone: 305- 795 -2204 Printed: 10 /19/2004 Plumbing Permit Permit Number: PL2004 -294 Page 1 of 1 Applicant: Owner: JOB ADDRESS: 9300 N BAYSHORE DR Contractor Local Phone: Parcel # 1132050270130 Contractor's Address: Legal Description: BAY LURE PB 44-63 LOTS 11 & 12 BLK 1 LOT SIZE IRREGULAR OR 19425 - 435912 Fees: FEE2004-10248 FEE2004 -10249 FEE2004 -10250 FEE2004 -10251 FEE2004 -10252 FEE2004 -10253 Description Building Fee CCF Training and Education Fee Technology Fee Scanning Fee Builders Bond Total Fees: Amount $175.00 $1.20 $0.40 $4.37 $3.00 $300.00 $483.97 Total Fees: $483.97 Total Receipts: $483.97 Permit Status: APPROVED Permit Expiration: 4/11/2005 Construction Value: $2,000.00 Work: SEPTIC TANK AND DRAINFIELD NEW MASTER BLDG 04 -744 Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BUILDING PERMIT APPLICATI FBC 2001 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) ;ato ��, State Zip - (305) 756.8972 Permit No.'P cry —DA t Master Permit No. 3P- Electrical Mechanical Roofing Phone # (.t? ( O-t j Owner's Address City Tenant/Lessee Name Phone # Job Address (where the work is being done) q O 1 "10 \. City Miami Shores Village County Miami, /Dade Is Building Historically Designated YES NO Contractor's Company Name 1 00t2,1$s q Phone # Contractor's Address \2q �� i�A ' 7 -4 Cityty, p Qualifier gfroto ' Zip t State Zip *IQ State Certificate or Registration No. S14 K.210 C.6C v Architect/Engineer's Name (if applicable) Phone # Certificate of Competency No. $ Value of Work For this Permit 2pC)® CZ) Type of Work: ['Addition Describe Work: k 0 aC ) Square Footage Of Work: ['Alteration New ❑ Repair/Replace ❑ Demolition ®o r p fi t * * * * * * * * * * * ** DY * ee * * * * ** * * **Fees******************** ** * ***** * * ** ** ***, *** Submittal Fee $ Permit Fee $ Notary $ Training/Education Fee $ Scanning $ 5 -O d Radon $ Code Enforcement $ Total Fee Now Due $ (Continued on opposite side) CCF $ I • 2.0 CO /CC Technology Fee $ 11° Bond $ Structural Plan Review. $ An.qAccscis' .'f 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- ° n t 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) 3 day of , 20 , by , day of Ct be - , 20 �_, by 6 Leo (I b� a a a , who is personally known to me or who has produced who is personally known to me or who has produced FL. e� . As identification and who did take an oath. r n as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC Sign: Sign:: Print: P My Commission Expires: My Commissi * * * * * * * * * * * * * * * * * * * * * * * * * * * ** **** �i'********************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY / ploP-oy Plans Examiner Engineer Zoning Cho 05/13/03 comSTRUCTION PERMIT RECEIPT : JSTDSNBR 04 -1370= IN CONSTRUCTION PERMIT FOR: [ X 18e* System [ 1Ab lEZ.isting System [ ]Holding Tank [ andortmerst ) Innovative Other [ 1 Temporar y [ NA 1 APPLICANT: °menace, Carlos AGENT. SA0990924, Suarez Guillermo PROPERTY STREET ADDRESS: 9302 N Saysht+re Dr Miami FL 33138 LOT: 11 BLOCK: 1 SUBDIVISION: Bay Lure PROPERTY YD #: 1I- 3205 -027-0130 (OR TAX n /Township Raago %Parcel No.l (OR TA ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE NITS SPECIFICATIONS AND STANDARDS OF CHAPTER 64E-6,F C DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC P1 8 PERIOD. ANY CHANGE IN MATERIAL FACTS WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY TEE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THI PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT TBE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE OR LOCAL PERMITTING REQUIRED FOR PROPERTY bBVBLQPMENT. SYSTEM DESIGN AND SPECIFICATIONS T [ A [ N K [ 1350 l Gallons SEPTIC TANK 0 lGallons 0 ] GPLLON9 GREASR INTERCEPTOR CAPACITY 4S0 )GALLONS DOSING TANK CAPACITY [ 100 1 GALLONS r4 E6 ]DOSES PER 24 E S # PDP4PS [ 1 D [ 924 1 SQUARE FEET PRIMARY MAXNFIRLD SYSTEM R [ 0 ]SQUARE FEET SYSTEM A TYPE SYSTEM: [ N 3 STANDARD r N 1 FILLED I CONFIGtORATION. f N 1 TRENCH [ N 1 BED ST P LOCATION TO HENC#0y(: 4.37' Nti4D C D R __ I ELEVATION OP PROPOSED SYSTEM SITE [ 4.4 1 [ FEET [ 13ELOw 1 BEM RE 3 BOTTOM OF DRAINFIELD TO EE [ la.0 ] / F CB POI'S [ abore 1 BENS /REFERENCE POnti FTT.TI REQUIRED: [ 28.8 )INCHES EXCAVATION REQUIRED: [ 39.6 3 INCns MULTI- CHAMBERED /IN SERIES: [Y muLTX- cmm8BRED /IN SERIES: [ Y CN 1MM:am [ N1 [ N 1 )TIER REMARKS : Install 1350 gal. category -3 septic tank equipped with an approved filter. Install 450 gal. cat -3 9 /t, one pump The licensed contractor installing the system is responsible for installing the minimum category, of .tank in accordance With sec.. 648-6.013(3)(f), s'AC. stall 924 eq. ft. of mound drainfield. Invert elevation of draiafield to be no lass than 5.55' NOM. Bottom of drai.nfield elevation to be no lead than5.201 )3GVD. as per design. >ECXFICATXON$ BY: RAN , Azrieta, Roland 'PROVED 8F: Arrieta Rolando .TB ISSUED: 8/31/04 4016, 03/97 (Oberaetee previous editions mhjch may not be uses) .cult Number: 5744- 002 - 4016 -0) reumuLatus axe -a) TITLE: TITLE: weer Dade CHD EXPIRATION DATE: 2/28/06 Mama 1 r, F ' lrmgm flM.iAc :Jona /1441/11 i*i ,$ ¢ 4°y A Ft) �v / ° 1134 ea- p 4/6 ,i ` -- -.-- -- jqr Gl: /4I 4.0 'i /P r6 f16.= 40. e. 34,2? 4,70Zw< 74,40 • 111iR11W • 1 ll!t!i!ni�lsEa !ksia� a n . tuatioN • • • • • • • • •• • • • • Ai. •i ar�i, F .. 33161 • • ••• 305. 892 -8393 • is •• .. • ••• • • Quaiifi . es • -..,_ •�- Job Address • ••• Longest Run Total BTU's �. • •0 • •R•• • TYCH OF SURVEy ••• • .P.CN E: ri�� 0,i ••• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •••• • • • • •••• • • ••• • • • •• ••• •• • • • •• • ••••..••. • • •• • • •• • ••• • • • • • •• ••• • • • • • •• •• • • • • • ••• •• • •.•••. • •.• •••• • • • • • • • • • ••.••• •• •• • • 000000 •••• • • • ••• • •••• • •• • • • •••• •• • • .••... • •• ...... • • •• • ••• • • • • •••• • • • • •• • • • • • ••• • • • • .- • • ...... ..... • • ..... • • 000000 • • •••..• .• • ...... • •• • •••• •••• • •• . • ••• •• • • • • •• •• • • • ••• • • • • • • •••• • • • • • •• • • • • • • . •• •• • • •••• • • •••• • Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Pho e: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 03/15/2006 Inspector: Levrack, James Owner: OMENACA, CARLOS Job Address: 9300 BAYSHORE Drive N Miami Shores Village, FL 33138- Project: <NONE> Block: Contractor: SUBURBAN PROPANE Permit Type: Imported Permit Inspection Type: Final Work Classification: Gas Phone Number 305/756 -0839 Parcel Number 1132050270130 Lot: Phone: 305 - 891 -8393 Building Department Comments Tuesday, March 14, 2006 Page 2 of 2 Passed Ins q • • • ments J Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Tuesday, March 14, 2006 Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATI FBC 2001 Permit Type (circle): Building Permit No.? Master Permit No. (, 04'- 7419; chanical Roofing Qwner's Name (Fee Simple Titleholder) a Z rile. 4 Phone # &450 —0 s:-.3 5 Cam- a-Y/4'11614Z /7-) Zip .33/3 Owner's Address - / J Alt. a Aid 4. - Q, City 4i474/ $ 42-0A.es State Xr-e.- Tenant/Lessee Name Phone # (3c 47 7 )Z - S' 3 7 3oO /I ,cif-/ v`'1 / /.?J Job Address (where the work is being done) City Miami Shores Vi11a _ge Is Building Historically Designated YES County Miami -Dade NO Contractor's Company Name SV66444N Contractor's Address /4' ;SO City •/ ,P0/ 4714f' State Qualifier .hP1 R�d State Certificate or Registration No. Lt 60ot 1� (-C) Zip Phone # C.T' J S-1'--E1 91.T Zip Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Square Footage Of Work: Type of Work: ❑Addition ❑Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: `S- t#7 6 /$S /1-ewc (-44" / 1-Aec 5 6/9-4- L/ Submittal Fee $ Notary $ ---� Scanning $ 3.00 * * * *** * **** * * ** ** ** **** ***** s* ** *** ** * * ****** * ***** ** **** ** Permit Fee $ 1 TraininglEducation Fee $ ©. -LCD Technology Fee $ 3. 7S CCF $ C . C=2 C) CO /CC Radon $ Zoning Bond $ Code Enforcement $ Total Fee Now Due $ 151.5 (Continued on opposite side) Structural Plan Review. $ Bonding Company's Name (if applicable) ,. Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable). ,w. 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 ha 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 ' ,- "z be charged. Signature Signature -4.AsicL Owner or Agent Contractor The forego' g instrument was acknowledged before me thig= The foregoing instrument was acknowledged before me tl i day ®°1 ""1 W Itri' !; , day of � ^ "98" by . T Bela P y cnr� iw w , o is e t kn t®° jcart�v fr, pro : uced d ftho did take an oath. duced take an oath. iuu NOTARY PUBLIC: *e.,D, ^�: Sign: Print: C4\ 1.1473 My Commission Expires: NOTARY 11 B1.,IC• Print. *c..;',/.9,:1e`��i�n�s °�`` My Commission Expires: *********************** * * * * * * * * * * * * * * * * * ** * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY �. l clans Examiner Engineer Cho 05/13/03 Zoning Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 7/29/2005 Plumbing Permit Permit Number: PL2005 -237 Applicant: Owner: JOB ADDRESS: 9300 N BAYSHORE DR Contractor SUBURBAN PROPANE Local Phone: 305 -891 -8393 Parcel # 1132050270130 Page 1 of 1 Contractor's Address: 1491 NE 130 STREET Legal Description: BAY LURE PB 44 -63 LOTS 11 & 12 BLK 1 LOT SIZE IRREGULAR OR 19425 - 435912 Fees: Description Amount FEE2005 -10362 Building Fee $150.00 FEE2005 -10363 CCF $0.60 FEE2005 -10364 Training and Education Fee $0.20 FEE2005 -10365 Technology Fee $3.75 FEE2005 -10366 Scanning Fee $3.00 Total Fees: $157.55 Total Fees: $157.55 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 1/23/2006 Construction Value: $300.00 Work: SET LP GAS TANK HOOK UP TO EXISTING GAS LINES AUG 0 y PAID c Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Miami Shores Village 10050 NE 2nd Avenue Plumbing Permit Phone: 305 - 795 -2204 Permit Number: PL2005 -199 ' Printed: 6/22/2005 Page 1 of 1 Applicant: Owner: JOB ADDRESS: 9300 N BAYSHORE DR Contractor GAS CONNECTION, INC Local Phone: Parcel # 1132050270130 Contractor's Address: 465 NE 146 TERR Legal Description: BAY LURE PB 44-63 LOTS 11 & 12 BLK 1 LOT SIZE IRREGULAR OR 19425 -4359 12 Fees: Description Amount FEE2005 -8616 Building Fee $160.00 FEE2005 -8617 CCF $1.80 FEE2005 -8618 Training and Education Fee $0.60 FEE2005 -8619 Technology Fee $4.00 FEE2005 -8620 Scanning Fee $3.00 Total Fees: $169.40 Total Fees: $169.40 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 12/18/2005 Construction Value: $2,400.00 Work: NEW GAS LINE FOR 120 000 BTU'S RANGE AND OUTDOOR 30 000 BTU'S BBQ GRILL Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 1 9� ^3 Permit No. 4'L 05 - aster Permit No. ,8p_®'. 34* Permit Type (circle): Building Ele Mechanical Roofing Owner's Name (Fee Simple Titleholder) C //2LOS (iinem4 4- Phone # (3 057) 966. 6//0 Owner's Address 93 e2e 44 674 ytsao ems- 21,,e City 0497i07m, 9444VState f Tenant/Lessee Name Zip -'.3/� Phone # Job Address (where the work is being done) 930o 41. twsweeir City Miami Shores Villa . e County Miami -Dade Is Building Historically Designated YES NO Zip ."3 / 3 ? Contractor's Company Name 675' ^,•"‘C-7-1 0 +fie. Phone # (t& ) 94(®° e-a o Contractor's Address 446 ti - / 4746 '-` rote. City % 7f } i State FL • Zip .33/6/-.216-' . Qualifier �d7AWa 'e.- 077 . 0 rO State Certificate or Registration No. Certificate of Competency No. 0/ P Q e ® 6-3-3 Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit 2 7®0 Square Footage Of Work: Type of Work: EAddition [Alteration New ❑ Repair/Replace ❑Demolition Describe Work: "E'- t?.4 5' t,o'AV a rote. /., e), ®a° ccet . .0 e94.01i 0 a r'Deo,e 30.0e @ ert;/:c, e.ccsi, 04,44.. CIC_ 2&4Z• Submittal Fee $ 50' CO Permit Fee $ 16 0 CCF $ 1 80 • CO /CC Notary $ Training/Education Fee $ Technology Fee $ 4- Scanning $ 3 0 Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ l tV'"'I. . (Continued on opposite side) 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 he building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection f l be charged. Signature Owner or Agent The foreg.' g instrument was ac owledged before me this day of 1 2Q ,by 44/40 oiM)r, who is personally known to me or • : pro uced 164 P/' ®S5°61vho is personally acitor The foregoing instrument was acknowledged before me this day of (Oxf , 20by 1✓, NOTARY Sign: Print: My Commission Expires: As id it: 1/ 1 r4 y41 ho did take an oath. NOTARY PUB STPN, EDWARD JANOVITZ P DD 073583 ''f 0y4,7 EXPIRES: November 20,2005 M 1.800.3.NOTARY FL MIST B WO§ B Bonerg. In ............................ . . a . ,.......„. APPLICATION APPROVED BY: chc 05/13/03 11 t: own to me or who has duced as identific, ,_' an f+' o did take an oath. Commission MY COMMISSION # DD 073583 ************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *********************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** — dPlans Examiner Engineer Zoning ADDENDUM TO BUILDING PERMIT APPLICATION (AN APPLICATION "FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL MECHANICAL oca afb -t. cats O ITEM BATH TUB UNIT FEE ITEM UNIT SWITCH OUTLETS FEE ITEM SPACE HEATERS UNIT FEE BIDET LIGHT OUTLETS CENTRAL HEATING DISHWASHER RECEPTACLES A/C (WIND) DISPOSAL SERVICE TEMPORARY A/C (CENTRAL) DRINKING FOUNTAIN SERVICE SIZE IN AMPS . DUCT WORK FLOOR DRAIN SERVICE REPAIR/METER CHANGE REFRIGERATION GREASE TRAP APPLIANCE OUTLETS PROCESS AND PRESS PIPING INTERCEPTOR RANGE TOP UNDERGROUND TANKS LAVATORY OVEN ABOVE GROUND TANKS LAUNDRY TRAY WATER HEATER U.F. PRESSURE VESSELS CLOTHES WASHER MOTORS '0- 1 HP STEAM BOILERS SHOWER MOTCRS OVER 1- 3 FP HOT WATER BOILERS SINK, POT /3 COMP. MOTORS OVER 3- 5 HP MECHANICAL VENTILATION SINK, RESIDENCE MOTORS OVER 5- 8 HP TRANSPORTING ASSEMBLIES SINK, SLOP MOTORS OVER 8- 10 If ELEVATORS/ESCALATORS TEMPORARY WATER CLOSET MOTORS OVER 10- 25 FP FIRE SPRINKLER SYSTEMS URINAL MOTORS OVER 25-100 FP COOLING TOWERS WATER CLOSET MOTORS OVER 100 FP VIOLATION INDIRECT WASTES- A/C WINDOW REINSPECTION WATER SUPPLY TO: AIR CONDITIONERS • A/C UNIT STRIP HEATER FIRE SPRINKLER GENERATORS TRANSFORMERS 'HEATER -NEW INST. GENERATORS TRANSFORMERS HEATER- REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL SPECIAL PURPOSE SWIMMING POOL OUTLETS COMMERCIAL WATER SERVICE SIGN TUBES SEWER CONNECTIONS :SIGN TRANSFERS UTILITY -SHYER SIGN TIME CLOCK UTILITY-WATER FIXTtRES SEPTIC TANK '- ANTENNA RELAY TELEVISION OUTLETS DRAINFIELD, 4" TILE/RES. VIOLATION PUMP 8 ABANDON SEPTIC TANK REINSPECTION SOAKAGE PIT CU. FT. CATCH BASIN DISCHARGE WELL DOMESTIC WELL AREA DRAIN ROOF INLET SOLAR WATER HEATER FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEM GAS RANGE METER SET (GAS) GAS PIPING / oca afb -t. cats O GAS CONNECTION INC. MANUEL ATO 462 N.E. t46 TERR. NORTH MIAMI FL. 33161 P11. (305) 940 -8820 CC# 01P000553 40 FT. OF 3/4 TRACPIPE RUNNING THROUGH ATTIC AND MOUNTED TRUSSES IN MC 3/4 MINTED OUTSIDE ON WALL RUNNING UP INTO A •• Al.. • • • • •• • • • • • • • • • • • • •. • • • • ••• • • • • • i.e. • • •• ••• • • • •• PROPPNE TA • • • • • • • •• • • . • • • • • • • • ••• • •• • • • • • • ipso • • • • • • • •• • •• • LONGEST DISTANCE 80 FT. TOTAL 150,000 BTU's TABLE 402 (26) LP, GAS '�^4f 8FT OF 3/4 ALVINIZED PIPE __ FROM ATTIC MOUNTED ON GAS TO . NORTH PROJECT: OMENACA RESIDENCE 9300 NORTH BAYSHORE DRIVE MIAMI SHORES, FL. 33138 FOLIO# 11 -3205- 027 -0130 24FT. OF 3/4 THE RUNNING THROUGH GH ATTIC AND MOUNTED ON ROOF TRUSSES IN ATM iQ S ofh RANGE 9FT PIPE MOVING GOWN FROM ATTIC TO 880 rofh 080 GRILL ISOMETRIC •.• • • • • ••• • • • • • • • • • • • • • • • • • ••. • • • • • • • • • • • • • • • • •. •• • • • •• •• ••• • • • ••• • • OAS CONNECTION INC. MANUEL ATO 462 N.E. 146 TERR. NORTH MIAMI FL 33161 PH. (305) 940-8820 CC/ 01P000553 LONGEST DISTANCE: 80 FT. TOTAL: 150,000 BTU's TABLE 402 (26} L.P. GAS 24FT. OF 3/4 TRACPIPE RUNNING THROUGH ATTIC AND MOUNTED ON ROOF TRUSSES IN ATTIC 40 FT. OF 3/4 TRACPIPE RUNNING THROUGH ATTIC AND MOUNTED ON ROOF TRUSSES IN ATTIC PROPANE TANKS .. ..... • • • .. • • • • • • • • • •• ••• •• • • • •• • • • .•• • • • • ••.. • • • • • • • • • • • • • • • • • kiAN .:: •.• •.• PL.O.OJ ' •••• ••••••• • PROJECT: OMENACA RESIDENCE 9300 NORTH BAYSHORE DRIVE MIAMI SHORES, FL. 33138 FOLIO# 11 -3205- 027 -0130 KITCHEN r GARAGE FAMILY ROOM 30 CFH BBQ GRILL NORTH .1.• • 1 •••• • • • • • • •• ••.• • •• •. • • • •• • • • • • • • •• ...• • • • • • •• • •••• • . • 0 •0 • • • •••• •• •• • . • • •••• • • • • • • • • •••• • • • • • • • ••• • • •• • D1/49E Cotprry CODE certificates prior. to August 1, 1991, are quarfied :to install,, maintain and re. pumps, filters,:,chlorinators and • ,piping,-„ incidental to a. private swim. rrtirtg p001; provided, thzit the work is not subject to the rer Cation of the State Board. of Health, (3) A sarinur ;ing pool piping contractor is a contractor having the required finan. { cial' means and having ,a qualifying agent al provided herein. Such quali• fyingagcnt shall have experience and skill gained by not lcss than one fl) yeartof experience,.or..its, educational equivalent, or n combination of such experience and education, in installing swimming pool piping.under the super- , vision of`;a plumbing contractor or 'a contractor, making swimming pool piping installations. Such qualifying tf ;agent shall be qualified, examined, and certified, to perform the functions within the scope of work of a,swim- ming -pool pipin•contractor as herein. w. after-provided. The scope of work of a T..swimming pool piping contractor shall permit such a contractor to install, maintain, repair, alter, or extend swim. ,ming pool piping systems including the pumps, filters, pool heaters and chlori. ,.: nators incidental to swimming pools and:; involvingsthe,means . of disposing of pool water The scope of work in this classification .shall;;not,include the L naking of connections;, to ;any water supply to be used for. human consume. ,.tioner to sanitary or storm sewers nor shall, the scope,or work include the in. stallation of any lawn sprinkler system. The swimming pool piping contractor shall liave_a qualifying ,agent at all tunes, A, contractor holding a current, ,valid, certificate ;of,contpetertcy as a swimming pool piping contractor on the effective date, or this sectioc shall con• tinue.to be entitled to such-certificate do, ;contract, for, and -take out ,any permits which might be. required . for•thework ofa swimming pool piping ,contractor., r : (4), ^�Gat'tr4w0�ttrQC r,s eotrtr.0 for t ...quaillledd- a-rrd- certified -t install, main... /taro,- u: alter _extenr. fueLgAs ptp ng or appliances, Including watt: nd;centr.a.l heatin g u_nix3,-- ilt -_auy ( building or: structure; or: -on any pre.` .ntises, public or private, including lice „ucfie.d•petrplcu,at gas piping and appli. } unees, if such contractor qualified, in`; addition, under State law, Such con •I Ltractor .shall have as a qualifying agent ,a master •gaa•lltteC O011t ilit.' lrC'_` fad Swiiiimiizgp �_, t; ,Cris ewi• • ; tractor fti:rriitccll ;is, a,.,.co,�ttractor: quati,f}edind certified, to; do any or a,ll of the following, inc tiding, but noc liznite:cl to, .ntaintr ining and treating }the, water An;,,,existing ; V . _. istvrmming;pool4,.hoth p:ub1ic and prtYate,making in inor.,rcpairs- to ,existing pool masonry; such as i .�._;r; p tching_cracks,;in ,pool hottoirts and' yalls,,repainting ,or resur•.:' facing the ;walls ..and rbottorns'. of pools, perforrning,preventivc mtin• te:nancc and replacing existing r,:.eq iipment":.and_;appurtenances thereof of swirnrning pools. such as :pumps, "valves filters` "and- chlort .!nators;''providcd such a contractor ntay, onty replace. existing equip- ntentand appurtenances -in-Private pools of singl'efamily residences. s an adet tional :prerequisite to qualify iitg; °as a swimtitini pool r: maintenance contractor, ti is qual agent of the contractor must poaacas 4t .current s« im,71ing pool operators.certificatc issue =d, try the" tdc:,Countf pepartme;nt of Publ it: .,;; feealtn, and mist furnish °proafsat. .,i factory that he has beennctively -,cng j ;tid n. a trait ce for q li eilsed . stip i:triniin ;pool M aintena ;ice con. tractor in SWitrir niug pool' rtt ling •°,rtancc,;work' for a. periad,'o,f;t%o (2) 'years lirt n.tediately prior to t ppli . cation. Alt persons on' firrns. holding . a cu "rrent "certificate ofcompetcncy as a'swimrning.' peel' Maintenance 1478 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 03/15/2006 Inspector: Levrack, James Owner: OMENACA, CARLOS Job Address: 9300 BAYSHORE Drive N Miami Shores Village, FL 33138- Project: <NONE> Block: Contractor: A LEAGUE CONTRACTORS, INC. Permit Type: Imported Permit Inspection Type: Landscaping Work Classification: Drainfield Phone Number 305/756 -0839 Parcel Number 1132050270130 Lot: Phone: 305 - 256 -0306 Building Department Comments Tuesday, March 14, 2006 Page 1 of 2 In } ... ■ f Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Tuesday, March 14, 2006 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 03/10/2006 Inspector: Perez, JanPierre Owner: OMENACA, CARLOS Job Address: 9300 BAYSHORE Drive N Miami Shores Village, FL Project: <NONE> Block: Contractor: NEW SERVICE COMPANY Permit Type: Imported Permit Inspection Type: Final Work Classification: <NONE> Phone Number 3051756 -0839 Parcel Number 1132050270130 Lot: Phone: 850 -487 -1395 Building Department Comments Friday, March 10, 2006 Page 2 of 2 Passed Inspector Comments yfi I r op ut Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Friday, March 10, 2006 Page 2 of 2 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 10 /19/2004 Plumbing Permit Permit Number: PL2004 -296 Applicant: Owner: JOB ADDRESS: 9300 N BAYSHORE DR Page 1 of 1 Contractor A LEAGUE CONTRACTORS, INC. Contractor's Address: 11400 N. KENDALL DR. SUITE 205 Local Phone: 305 -234 -5222 Parcel # 1132050270130 Legal Description: BAY LURE PB 44-63 LOTS 11 & 12 BLK 1 LOT SIZE IRREGULAR OR 19425 -4359 12 Fees: Description Amount FEE2004 -10269 Building Fee $175.00 FEE2004 -10270 CCF $0.60 FEE2004-10271 Training and Education Fee $0.20 FEE2004 -10272 Technology Fee $4.37 Total Fees: $180.17 Total Fees: $180.17 Total Receipts: $180.17 Permit Status: APPLIED Permit Expiration: 4/12/2005 Construction Value: $800.00 Work: Abandon existing septic tank & drainfield MASTER BP2004 -744 ova i `n ?P D Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATIo FBC 2001 OCyf 3 200 IMO smo taa asa ma 11011 MR OM Permit No. I:2 kg-2. Gc Master Permit No. v44/ Permit Type (circle): Building Electrical Plumbing, Mechanical Roofing Owner's Name (Fee Simple Titleholder) r\ \ ; t, q Phone # (Q‘.?) Owner's Address 4cti \ -\ (''L d i City fl ,, p d'1011. State Zip 3 ° Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES NO County Mi -Dade Zip 6. , Contractor's Company Name Contractor's Address City ®Ca.3,i Qualifier LEA yiF Y , u 0 Phone # 4 _ , c2.1.-aq Q-A \c\th State Zip l (-0 State Certificate or Registration No. SU 0 pR ) (62Q Architect/Engineer's Name (if applicable) $ Value of Work For this Permit Certificate of Competency No. Phone # Square Footage Of Work: Type of Work: DAddition DAlteration :New ❑ Rep ' epl) ❑ Demolition Describe Work: A (i%IJ cr+— IrilotC•r atC. ITAWIt 4 0 R A i /`I IV/ ev» « * * * * * * * * * * * * * * * * * * * * * * * * * * *Fees * ** , ** * * * * * * *it* * * * * **** Submittal Fee $$j( Permit Fee $ p 15 .0 0 CCF $ . J 0 CO /CC Notary $ Y/ Training/Education Fee $ 1 p..0 Technology Fee $ 14 ° j� Scanning $ / Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ C2 Total Fee Now Due $ (Continued on opposite side) 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. ,'absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent antractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this air day of , 20 , by day of ce -Avbe , 20 04° by who is personally known to me or who has produced who is personally known to me or who has produced Fl— As identification and who did take an oath. I ,/as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: • Sign: Sign: Print: Prim' My Commission Expires: _PI:0, 5� 0 4y Gvtvij4li . a„7i48 DDl 28199; ` ? PIRESIIJ nua 19, 2008 Ba4id�'d 1hri� P Undanvdters * * * * * * * * * * * * * * * * * * * * * * * * * * * *, * * *** .. * ** , *** * * * * * * * * * * * * * * * * * *** * * * * * * * * * *• * ** * * * * *** * * * * * * * * * * * * * * * * * * * * ** At,- 0 ° /F-0 APPLICATION APPROVED B �, . �"�� -- Plans Examiner yEngineer Zoning Chc 05/13/03 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Plumbing Permit Permit Number: PL2004 -296 Printed: 10 /19/2004 Applicant: Owner: JOB ADDRESS: 9300 N BAYSHORE DR Page 1 of 1 Contractor A LEAGUE CONTRACTORS, INC. Contractor's Address: 11400 N. KENDALL DR. SUITE 205 Local Phone: 305 -234 -5222 Parcel # 1132050270130 Legal Description: BAY LURE PB 44-63 LOTS 11 & 12 BLK 1 LOT SIZE IRREGULAR OR 19425 -4359 12 Fees: Description Amount FEE2004 -10269 Building Fee $175.00 FEE2004 -10270 CCF $0.60 FEE2004 -10271 Training and Education Fee $0.20 FEE2004 -10272 Technology Fee $4.37 Total Fees: $180.17 Total Fees: $180.17 Total Receipts: $180.17 Permit Status: APPLIED Permit Expiration: 4/12/2005 Construction Value: $800.00 Work: Abandon existing septic tank & drainfield MASTER BP2004 -744 Uri 1 z PAID Signed: (INSPECTOR) In consideration of the issuance to me of this permit, 1 agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: PERMIT # 13PC/4-i CONTRACTOR: isTi P O coNsTam N SUBMITTAL DATE: 03' .31 IOS PROJECT TYPE: P_.;&V'51Cm TO f DP)11Cr) 1111i05 ZONING ae j FIRE A! STRUCTURAL E ELECTRI PLU MECHANICAL Q g0151014 vs-v: IMPACT FEES Olt HRS /DERM NOC cdam _ VV BLDG W 0105 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATIO FBC 2001 AE 2 1 2CC5 Permit No. Ml, 65 .. CD Master Permit No. 3 P ZOO L1 - 71/1J Permit Type (circle): Building Electrical Plumbing l Mechanical) Roofing Owner's Name (Fee Simple Titleholder) f Y . /VA- C,tAl Phone # Owner's Address City State Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO i Contractor's Company Name P/6 C I? 11 / C-1 me m/ Phone # 3!0 .3-- 79 83 Contractor's Address (cpC) S eit City I\\ «\ State F ) 33 Zip / 2 Qualifier �' State Certificate or Registration No. C AC 181 q 14(42_ Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit er , cp , o Square Footage Of Work: Type of Work: fJAddition ['Alteration ['New ❑ Repair/Replace ❑ Demolition Describe Work: ,.L N $ "r` v L t> ‘../ m-'1- Lk, O SZ.. tiC F 042_ / Z 4 ' - _am A- s 0( i e / .4R/ IP / / Go-)7 1i&/ / tI el o ye_ pf w J / g 41`#4 , d 0°*°1 Ccx1-%azra _ r Fees Submittal Fee $ Permit Fee $ 1 ®L`-' t 19 CCF $ CO /CC Notary $ Training/Education Fee $ Technology Pee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now. Due $ (Continued on opposite side) 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 Sign Owner or Agent Co actor The foregoing instrument was acknowledged before me this The foregoing i strument was acknowledged before me this day of ,20 ^,bY , day of , 201 ,by ?QOro Pe , 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 d who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: c'/)c IMPS 9.0 My Commission Expires: My Commission Expires: EDIA RIESGO Notary Public, State of Florida Comm. No. DD 148644 *************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ****** 1** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: chc 05/13/03 Plans Examiner Engineer Zoning Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: MC2005 -50 Printed: 8 /9/2005 Applicant: Owner: JOB ADDRESS: 9300 N BAYSHORE DR Mechanical Permit Contractor NEW SERVICE COMPANY Local Phone: 850 -487 -1395 Parcel # 1132050270130 Contractor's Address: 260 NW 55th CT Page 1 of 1 Legal Description: BAY LURE PB 44-63 LOTS 11 & 12 BLK 1 LOT SIZE IRREGULAR OR 19425 -4359 12 Fees: Description Amount FEE2005 -10867 Building Fee $100.00 FEE2005 -10868 Training and Education Fee $0.20 FEE2005 -10869 Technology Fee $2.50 FEE2005 -10870 CCF $0.60 FEE2005 -10871 Scanning Fee $3.00 Total Fees: $106.30 Total Fees: $106.30 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 10/18/2005 Construction Value: $600.00 Work: INSTALL DUCT WORK FOR 1 BATHROOM FL. ROOM BAR AREA AND 1 Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Pho e: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 03/15/2006 Inspector: Devaney, Michael Owner: OMENACA, CARLOS Job Address: 9300 BAYSHORE Drive N Miami Shores Village, FL 33138- Project: <NONE> Block: Contractor: D & E ELECTRIC INC Permit Type: Imported Permit Inspection Type: Final Work Classification: Electric Phone Number 305/756 -0839 Parcel Number 1132050270130 Lot: Phone: 954-345 -9040 Building Department Comments Tuesday, March 14, 2006 Page 2 of 2 Passed Inspector Comments / j,%_- 69, Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Tuesday, March 14, 2006 Page 2 of 2 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 8/9/2005 Electrical Permit Permit Number: EL2005 -125 Page 1 of 1 Applicant: Owner: JOB ADDRESS: 9300 N BAYSHORE DR Contractor D & E ELECTRIC INC Local Phone: 954 -345 -9040 Parcel # 1132050270130 Contractor's Address: 10601 N. W. 41 ST. Legal Description: BAY LURE PB 44-63 LOTS 11 & 12 BLK 1 LOT SIZE IRREGULAR OR 19425 - 435912 Fees: Description Amount FEE2005 -10832 Building Fee $200.00 FEE2005 -10833 CCF $2.40 FEE2005 -10835 Scanning Fee $3.00 FEE2005 -10836 Training and Education Fee $0.80 FEE2005 -10837 Technology Fee $5.00 Total Fees: $211.20 Total Fees: $211.20 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 10/18/2005 Construction Value: $4,000.00 Work: TV AND PHONE ELECTRICAL Signed: (INSPECTOR) lJG 10 PAID In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Te i5 756.8972 Aar J BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) c ?/I. e /,4-C-0 Phone # Owner's Address co 00 /Vc e $ Low_. p y City 1111,4-0.1,1 $ tom State Zip TenantlLessee Name ti 2 I En Permit No. ti 65 -- 42_3 aster Permit No. Plumbing Mechanical Roofing Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Ct3c Na (34 PrZ Contractor's Company Name Dil j e te- "E4t'" dovC Contractor's Address IOC et L)'(. City t 0 S r'lv' ) State L Qualifier DO nd Lit)-€ el. Phone # ci see 3 'es ' 04 0 Zip 33 State Certificate or Registration No._ t a 6O Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Type of Work: AAddition Describe Work: c90 L ❑Alteration Square Footage Of Work: ❑New ❑ Repair/Replace ❑ Demolition kVQc*t0ri Woirk- Fo - ie,°e`,$ '`"'5 t t ML-e ** * *, * *** *** * * * ** ** * ** ** *** Fees*** * ** ** *** * ** * * *** * ** * * ** * ** Submittal Fee $ Permit Fee $ 20.0 . m e i Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond $ CC h' $ CO /CC Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) 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 Signature QtAet Owner or Agent The foregoing instrument was acknowledged before me this day of ,20 ,by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: .****************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * Contractor The fore i oing instrument was acknowledged before me this day of fri ,20 by—Pe9 /l , w rsona mown or who has produced as identification and who did take an oath. NOTARY PUBLIC: * Sign: Print: My Commission Exp Akv • APPLICATION APPROVED BY/ Clic 05/13/03 Rosalyn aldman MY COMMISSION # 00075741 EXPIRES February 4, 2006 10.***FlatatetftokrkloVMOrlskikrott *at * * * * * * * * * * * * * ** "Flans Examiner Engineer Zoning Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Pho ' - : (305)795 -2204 Fax: (305)756 -8972 4 Inspection Date: 03/15/2006 Inspector: Grande, Claudio Owner: OMENACA, CARLOS Job Address: 9300 BAYSHORE Drive Miami Shores Village, FL Project: <NONE> Block: Contractor: NEW SERVICE COMPANY Permit Type: Imported Permit Inspection Type: Final Work Classification: Mechanical Phone Number 305/756 -0839 Parcel Number 1132050270130 Lot: Phone: 850 -487 -1395 Building Department Comments Monday, March 13, 2006 Page 2 of 2 Passed Inspector Comments • 6. .11/' (lor\ Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Monday, March 13, 2006 Page 2 of 2 tort Nu Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone' (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 03/10/2006 Inspector: Perez, JanPlerre Owner: OMENACA, CARLOS Job Address: 9300 BAYSHORE Drive Miami Shores Village, FL Project: <NONE> Block: Contractor: NEW SERVICE COMPANY Permit Type: Imported Permit Inspection Type: Final Work Classification: Mechanical Phone Number 305/756 -0839 Parcel Number 1132050270130 Lot: Phone: 850 -487 -1395 Building Department Comments Friday, March 10, 2006 Page 2 of 2 Passed Inspector Comments 12-.414^4e-k4-Q___ Pte lay � ` i 0 i ok 3 Failed dr 'N Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Friday, March 10, 2006 Page 2 of 2 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 5/16/2005 Mechanical Permit Permit Number: MC2004 -140 Page 1 of 1 Applicant: Owner: JOB ADDRESS: 9300 N BAYSHORE DR Contractor NEW SERVICE COMPANY Local Phone: 850 -487 -1395 Parcel # 1132050270130 Contractor's Address: 260 NW 55th CT Legal Description: BAY LURE PB 44-63 LOTS 11 & 12 BLK 1 LOT SIZE IRREGULAR OR 19425 -4359 12 Fees: Description Amount FEE2004 -10391 Building Fee $120.00 FEE2004 -10392 CCF $3.00 FEE2004 -10393 Training and Education Fee $1.00 FEE2004 -10394 Technology Fee $3.00 FEE2005 -6175 Notary Fee $5.00 Total Fees: $132.00 Total Fees: $132.00 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 10/5/2005 Construction Value: $5,000.00 Work: INSTALLATION OF 4 TON NC WITH DUCTWORK- MASTER PERMIT BP2004 -744 Signed: (INSPECTOR) p,C In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 E D` D MAY 1 6 281 Permit No. 0CM Master Permit No. Permit Type (circle): Building Electrical Plumbing Owner's Name (Fee Simple Titleholder) Owner's Address q 3 00 )o g j- t4 g AY s f o Q 6 City *! i i-i'1 /♦.._.S' t L,$ State F-1 Phone # Zip • Roofing Tenant/Lessee Name- _ Phone # Job Address (where the work is being done) 93 00 Am r -g a iq y S /7i P/et91/` City Miami Shores Villa e County- - - Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name Ai 6---,(11 ,..'eg.t.2J'c€ d ®ArA.n4I Phone # 3 or- ^ 73 93 Contractor's Address- Z, b , WA" City M i A- r+r1 p State F- Zip 3 3 1:2.L Qualifier C • S e. r e State Certificate or Registration No. G111 C • / g) y ti Li 2. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Square Footage Of Work: Type of Work: 1Addition EiAlteration ONew ❑ Repair/Replace ❑ Demolition Describe Work: "..4.49w 65,40 W O/ ,4Jc k.+ ? 1'1'x„ Q i/ c- i"zv -t Submittal Fee $ Permit Fee $ CCF $ CO /CC Notary $ S • O0 Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning . Bond $ Code Enforcement $ Total Fee Now Due $ (Continued on opposite side) Structural Plan Review. $ r27+5-00 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 Signa Owner or Agent The foregoing instrument was acknowledged before me this The forego ins ent was ackno . ge before 0 'tre < this 1 day of , 20 , by day of C� , 20 , by �� V who is personally known to me or who has produced who is personally kho , to me or w o has produced As identification and who did take an oath. Air dentification and who did take an oath. 11111111111r AIMS Mr NOTARY PUBLIC: Sign: Print: My Commission Expires: *****,**** * * * * * * * * * * * * * * * * * * ** * * * * * * * * * ** NOTARY PUBLIC: APPLICATION APPROVED BY: Chc 05/13/03 Sign: Print: My Commission Expires: *********************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning ADDENDUM TO BUILDING PERMIT APPLICATION •_ APPLICATIOrfFOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. GAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL MECHANICAL UNIT FEE ITEM SWITCH OUTLETS UNIT FEE ITEM UNIT SPACE HEATERS FEE • LIGHT OUTLETS CENTRAL HEATING P 0 ik, �0 1 {ASHER RECEPTACLES A/C (WIND) 1SA1• SERVICE TEMPORARY A/C (CENTRAL) CING FOUNTAIN SERVICE SIZE IN AMPS DUCT WORE( Co r..., 1 DRAIN SERVICE REPAIR/METER CHANGE REFRIGERATION SE TRAP APPLIANCE OUTLETS PROCESS AND PRESS PIPING RCEPTOR RANGE TOP UNDERGROUND TANKS TORY OVEN ABOVE GROUND TANKS CRY TRAY WATER HEATER U.F. PRESSURE VESSELS HES WASHER MOTORS 0- 1 If STEAM BOILERS ER - )►OTCRS OVER 1- 3 If HOT WATER BOILERS :, POT/3 COW. OTCRS OVER 3- 5 HP MECHANICAL VENTILATION :, RESIDENCE MOTORS OVER 5- 8 HP TRANSPORTING ASSEMBLIES :, SLOP MOTORS OVER 8- 10 FP ELEVATORS/ESCALATORS 'CRARY WATER CLOSET MOTORS OVER 10- 25 If FIRE SPRINKLER SYSTEMS NAL MOTORS OVER 25-100 if COOLING TOWERS ER CLOSET MJTORS OVER 100 If VIOLATION IRECT -WASTES A/C WINDOW REINSPECTION :R SUPPLY TO: AIR COhUITK 4ERS /C UNIT STRIP HEATER IRE SPRINKLER GENERATORS TRANSFORMERS • EATER -NEW INST. GENERATORS TRANSFORMERS EATER- REPLACE GENERATORS TRANSFORMERS - AWN SPRINKLER -WELL SPECIAL PURPOSE • 41}1IING POOL OUTLETS COkERCIAL ' . ATER SERVICE SIGN TUBES ER CONNECTIONS SIGN TRANSFCFJIERS LITY- SEWER SIGN TIME CLOCK LITY- 1'fATER FIXI RES TIC TANK ANTENNA AY TELEVISION CURETS INFIELD, 4' T1LE/RES. VIOLATION P & ABANDON SEPTIC TANK 'REINSPECTION KAGE PIT CU. FT. CH BASIN CHARGE WELL ESTIC WELL • ----� • A DRAIN • • �__ �- )F INLET .AR HATER BEATER '. - . IE STANDPIPE- -- ---� K. PIPING • iN SPRINKLER SYSTEM i RANGE , ._, - ---- --_ �ER SET (GAS) PIPING Miami. Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 E EO V ED RI 2 1 2111 Master Permit No. e> chrO tF r% BUILDING PERMIT APPLICATIO FBC 2001 Permit No. 1-I L Oti )(k) Permit Type (circle): Building Electrical Plumbing Owner's Name (Fee Simple Titleholder) Phone # Owner's Address '1300 I'i Ok t 4 L3A y! f WO g E ,DIP i V e City A in 1 S" Yet CS State F h () I t 1) 4 Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) 93Oo Aloc l"/ i 81}GS #O46 •Rivt City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO Contractor's Company Name B I U 6 s t16I Lj 0_0 Contractor's Address g 2 3 8 S i.) '7 S Mth City in l " rn j State FL/ Qualifier i LN 6 Zip Phone # 30r- 2.67 r 06 77 Zip Architect/Engineer's Name if a . plicable) Phone # S Value of Work For this P Type of Work: ['Addition DAlteration Describe Work: 7-0 L t A- 1"f O N c� ❑New Square Footage Of Work: ❑ Repair/Replace ❑ Demolition wct Dvci o 7- /c Submittal Fee $.._C® * * * * * * * * * * * * * * * * * * * * * * * * * * * *F Permit Fee $ Notary $' Training/Education Fee 8 Q Techn Scanning $ ✓_. Radon $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) Bond $ 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 ET .CTRICAL 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 Owner or Agent The foregoing instnument was acknowledged before me this day of , 20 _, by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Contractor The foregoing instrument was acknowledged before me this �1 day of / / ; 200 7 , by Rejr- (toani il'/ who is . Ar• nally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: . iel e57e My Commission Expires: WHOOP (Certificate of Competency Holder) tY blfQ Mate of Florida kly Comm. exp. Nov. 18, 2006 State Certificate or Registration No. Certificate of Competency No. Comm. No. DD 148644 ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** f e Plans Examiner APPLICATION APPROVED BY: Chc 10/14/03 Engineer Zoning 74114M1 —DADE COUNTY BUILDING DEPARTMENT IWO TO 26 Sttect PiORIDA 33175 tf _ • *Jo ; .o 111c. .. • (life) haw teen reeked by services melee the NNW Bad Ce4t at die struchees as et_ _ Cbtz). I ass vaggLsteted state *Mod& PROCESS IMMO: . to psalms sprilei inspector jot on the _Weir deitd proessiceeteeginees 'kedged k the The fonowins individeaks) eds awns, are authetized aresesztativis ta Pod= inspectitid * 2. 1Z. STATE-10F FLORIDA CENTRAX #: 13 -SG -20401 DEPARTMENT OF HEALTH DATE PAID: ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM FEE PAID : $ CONSTRUCTION PERMIT RECEIPT . OSTDSNBR : 04 -1370- -N `!ONSTRUCTION PERMIT FOR: -- d X New System [ ]Existing System [ ]Holding Tank [ ] Innovative Other • rRepair [ ]Abandonment [ ]Temporary [ NA ] APPLICANT: Omenaca, Carlos AGENT: SA0990924, Suarez Guillermo PROPERTY STREET ADDRESS: 9302 N Bayshore Dr Miami FL 33138 LOT: 11 BLOCK: 1 SUBDIVISION: Bay Lure [Section /Township /Range /Parcel No.] PROPERTY ID #: 11- 3205 - 027 -0130 [OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF CHAPTER 64E -6,FAC DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC TIME PERIOD. ANY CHANGE IN MATERIAL FACTS WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE OR LOCAL PERMITTING REQUIRED FOR PROPERTY DEVELOPMENT. SYSTEM DESIGN AND SPECIFICATIONS T [ 1350 ]Gallons SEPTIC TANK A [,• 0 ]Gallons MULTI- CHAMBERED /IN SERIES: [Y ] N [ 0 ]GALLONS GREASE INTERCEPTOR CAPACITY K [ 450 ]GALLONS DOSING TANK CAPACITY [ 100 ]GALLONS @ [6 ]DOSES PER 24 HRS # PUMPS[ 1 ] MULTI- CHAMBERED /IN SERIES: [Y ] D [ 924 ]SQUARE FEET PRIMARY DRAINFIELD SYSTEM R [ 0 ]SQUARE FEET SYSTEM A . TYPE SYSTEM: [ N ]STANDARD [ N ]FILLED [ N ]MOUND [ N ] I CONFIGURATION: [ N ]TRENCH [ N ]BED [ N ] N F LOCATION TO BENCHMARK: 4.37' NGVD C.O.R. I ELEVATION OF PROPOSED SYSTEM SITE [ 4.4 ] [ FEET ] [ BELOW]BENCHMARK /REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 10.0 ] [ FEET ] [ above]BENCHMARK /REFERENCE POINT L D FILL REQUIRED: [ 28.8 ]INCHES EXCAVATION REQUIRED: [ 39.6 ] INCHES OTHER REMARKS: Install 1350 gal. category -3 septic tank equipped with an approved filter. Install 450 gal. cat -3 S /t, one pump The licensed contractor installing the system 'a responsible for installing the minimum category of tank in accordance with sec. 64E- 6.013(3)(f), FAC. Install 924 sq. ft. of mound drainfield. Invert elevation of drainfield to be no less t an 5.55' NGVD. Bottom of drainfield elevation to be no leas than 5.20' NGVD. as per design. SPECIFICATIONS BY: RAM, Arrieta, Roland., TITLE: APPRCWED BY: Arrieta, Rolando DATE ISSUED: 8/31/04 TITLE: Engineer I r DR 4016, 03/97 (Obsoletes previous editions which may not be used) (Stock Number: 5744 - 001 - 4016 -0) [ostds_cons_4016 -1] Dade CHD EXPIRATION DATE: 2/28/06 Page 1 of 2