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HomeMy WebLinkAbout4241 Sky Dive Ln0 6 I 0 CV 3-1 I❑ 1 1 1 1 ❑ 1 I II I© G. ,�� (A 31I � I311 � I 1" I I '- 6X6 P.T. POST EMBEDDED IN 16"XI6"X36" I DEEP CONCRETE WITH (I) 05 REBAR EACH I WAY AND WILL EXTEND THROUGH DECK TO TOP OF BEAM TYPICAL I 1 1 1 1 1 1 1 ❑ 1 1 1 t ❑ I o E]I� t 1 1 1 1 Lf --" L- -;© G: — I; I 6X6 P.T. POST EMBEDDED IN I6"XI6"XI6" DEEP CONCRETE WITH (U «S REBAR EACH WAY AND WILL EXTEND TO FLUt3H WOOD DECK TO BE 1" BELOW - �Q WITH BEAM IN FLOOR ELEVATION OF STEEL BUILDING 1- I I I- I I I Ir❑ I® 1 I OI I ElI 1 1 1 I I ;L — ——9r-6�a�r — — —:- -;— �34n IS' Obi" 201011 THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INWRAI CE AND THEREFORE AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF REPAIRS OR DELAY TO THE CONSTRUCTION NEW 50' X 100' STEEL BUILDING FOUNDATION PLAIN 1/4 11 _ 11 o ll /- -/- -/ -/ -/ -/ -/ -/ a u - - / - / - - F�CREL�AfION �" -/ - / - 1 1 ❑ nA 1 1 ❑ THICKEN EDGE WITH (1) 6X6 P.T. P06T EMBEDDED IN 16"XI6"X36" �5 REBAR ON CNAIR6 1 DEEP CONCRETE WITH (1) 05 REBAR EACH I 1 WAY AND WILL EXTEND THROUGH DECK 1 TO TOP OF BEAM TYPICAL i t z � LU 1 1 (V 111ID IIr 1 I I I i TYPICAL 4" CONCRETE *LAB WITH i WIRE ME6H OR FIBER MESH OVER 9 1211 411 :4 CLEAN COMPACT 60IL ; 1 1 1 1 so ; 1 � 1 I n Z 1 � ba3o 20' 0" i 6 1 I I 1 - ❑� A ®;Iy - ❑ FLOOR ELEVATION 00.�" I r, t EDGE OF EXISTING CONCRETE 6LA5 16TING P06T / EXISTING POST I 20 3" I I EXISTING 30'X40' POLE I 8.�►RN WITH CONCRETE SLOB I w I yl 3 UBM TIED PLAN(S) BEEN BY ZEPHYRHILLS FMW M SiM Qeviewer: 4 izy_— - Please be advised this review of plans subrrlibed its a *XM review bo assist the contractor in compliance We OW" *e safety codes. This review is not intended bo be a Anal approval of the submitted plans. It is the oontraWs sole responsibility to ensure that the plans are aoll"Ne CanPkanoe with all applicable NFPA codes and ordinances. in the event that further examination or reveals areas of non-compliance, it shall be -1 Is= sole responsibility, at their sole expense to rljl� for the �. The City assumes no tractor's failure to be in oorn*m +M Vocable NFPA Codes and local ordinances" OI O 'fit in REVIEW DATE P- �3 J to CITY OF ZEPHYRHILLS PLANS EXAMINER O ALL W01'_I"ISP ALL COMI PLY WITH ALL PREVAI BI, F'LORIDAIsIJILD?P�G CODE, Ni i PLCTIUC CODE AND CITYOr'.„ 1`i" `c.HILL CIwDINANCES0 1 HEREBY CERTIFY TPAT I HAVE REVIEWED THE ATTACHED DESIGN* AND FOUND IT TO DE :h t:Ohlr �1ANCE WIJ I i CHAPTER 16, SECTION 1609 OF THE FLORIDA EWILDING CODS FOR 120 MPH (3 SGU ECOND *T) WIND ZONE - 100 MPH FA*TEST SPEED AND THE ENTIRE 2001 FLOROA WLDING CODE, AND AL' 2009 SUPPLEMENT* � — 2 Z1-12-- T.L HANWN P.E. LICEN65 NO. 3C"A P.O. [OX 1126, DADE CITY, FL P$526 Ir N� O O Z NN.4 ��MMC� op 4�CILovo�i Qy�wcy 4� 2 �JVN H 2NpNZ W O O m It: O o z FL o d N, 7 o;�j M 0 v� a � Q � z 4 Q Q t� V V W Cl Q Z O N ja Q COVERED WALK 329 COVERED DECK 528 TOTAL Sa- PCB 1 OF 5 6' TO OF R. TO BI COVERED WALK EAST ELEVATION 1/4" = 11 O11 COVERED DECK EAST ELEVATION 1/411 = 11 O11 COVERED DECK EAST ELEVATION 1/4" = 11 OII THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEPEND DESIGNER FROM ALL CLAIMS, LOSSES AND EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION VRAWWA, 9UT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF REPAIRS Oft DELAY TO THE CONSTRUCTION COVERED WALK WEST ELEVATION 1/4 11 _ 11 O11 COVERED DECK WEST ELEVATION 1/4" = 11 011 I HERMY CERTIFY THAT 1 HAVE MEWED THE ATTACHED DESIGNS AND FOUND IT TO BE M COMPLIANCE WITH CHAPTER 16, SECTION 160E OF THE FLORIDA BULDINNG CODE FOR 120 MPH (3 SECOND GUST) UND ROM - 100 MPH FASTEST SPEED AND THE ENTIRE 2001 FLORIDA DUILGING CODE, AND ALL 200E SUPPLEMENTS _ 2I�Ztlo T.L. NANSON P.E. LICENSE NO. 38664 P.O. COX 1109, PAPE CITY, & 33826 n1 z° X� Z moz a w ZZ� U Uj - N _0 � r 0 O 4 A � l� U� >Q Q� �O cA Q A COVERED WALK 321B COVERED DECK 528 TOTAL 851 PG 2OF5 0 C! PRODCUT CATEGORY APPROVED PRODCUT LIST SUB CATEGORY MANUFACTURER L. STATE OF APPROVALL STRUCTURAL COMPONET 1-110 SIMPSON FL 10456 STRUCTURAL COMPONET H126 SIMPSON FL 11655 STRUCTURAL COMPONET W3 SIMPSON FL 10456 STRUCTURAL COMPONET STRUCTURAL TRUSS JOIST FL 1630- R3 WOOD BEAMS WEYERWAEUSER FL 6521- RI STRUCTURAL COMPONET STRUCTTRAL WOOD BEAMS TRUSS JOIST WEYERNAEUSER FL 4418 R-1 ROOFING METAL SOUTH EASTERN FL 1014,1 METALS CORP THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE AGREES TO HOLD HARMLESS, V"IFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF REPAIRS OR Dp-AY TO THE CONSTRUCTION U SECURE JOIST TO ALL BEAMS WITH SIMPSON HU2h HANGERS, FILL NAIL HOLE8 WITH 100 X 1 1/2" NAILS H � ~ ?5 a U THRU BOLT P.T. BEAMS TO ALL POST WITH (2) 5/e" THRU BOLTS WITH NUT AND WAS14M6 (TYP) 0. WOOD DECK TO BE 1" BELOW W ELEVATION OF STEEL BUILDING H a (2) 2XS P.T. SEAM (2) 2X8 P.T. BEAM 9l 63b° 95Yb° 50411 201011 DECK FRAMING PLAN 1/411 = 11 011 I HN"BY CERTIFY THAT I HAVE REV MW THE ATTACHED DESIGNS AM FOUND IT TO ft N COMPLIANCE WITH CHAPTER 16, SECTION *M OF THE MMV . bINLDdNG CODE FOR W MPH (3 SECOND GUST) WIND zoN& - 100 MPH FAETEBT Wm AND THE ENTIRE 2001 FLORIDA OUILDNG CODE, AND ALL 20M 6UPPLEMWO T.L HAN60N P.E. LICEN6E NO. 3"54 P.O. BOX rlX, DADS CITY, FL 33523, �y Z O y 44 ZO �QN-4 N iWMMQ ymQ��W 3�vaQ� Zcr�cr��pQNS �W O O Z X a ;' _� Ot!i U,I LL O V Z 40 U LI r � n UJ a o } o z � z Q U� l� _> Q O VJ Q A COVERED WALK 32S COVERED DECK 528 TOTAL 851 FIG 3OF5 GENERAL NOTES: THIS BUILDING HAS .BEEN DESIGNED TO CONFORM TO THE 2001 FLORIDA BUILDING CODE SOIL TERMITE TREATMENT: AND 2009 SUPPLEMENTS TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING PESTICIDES T,L HANSON t ASSOCIATES A REGISTERED LICENSED, FLORIDA PROFESSIONAL APPLIED TO SOIL, OR WOOD, BATING SYSTEMS, OR OTHER APPROVED PROTECTION LABELED FOR ENGINEERING COMPANY, HAS APPLIED " RATIONAL ANALYSIS" FOR THE STRUCTURAL USE AS PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. DESIGN OF THIS STRUCTURE A CERTIFICATE OF COMPLIANCE" SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED THE BUILDING ( INCLUDING ALL COMPONENTS AND CLADDINGS SHALL BE DESIGNED FOR THE PEST CONTROL COMPANY BEFORE A " CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE FOLLOWING SUPERIMPOSED LOADS SHALL STATE, (PER FBC R320.1) FLOORS: LIVE LOADS - 40 P.S.F. DEAD LOADS - 10 P.S.F. C1_ -.. LIVE LOADS - 50 P.S.F. DEAD LOADS - 10 P,S,F, LIVE LOADS - 16 P.S.F. DEAD LOADS - 10 P.S.F, WIND DESIGN ASSUMPTIONS: WIND SPEED 120 MPH BUILDING EXPOSURE - B BUILDING IMPORTANCE FACTOR ■ 1.0 MEAN ROOF HEIGHT 30' OR LESS HEIGHT t EXPOSURE AO"TMENTS COEFFICIENT . 1,o ENCLOSED BUILDING INTERNAL PRESSURE COEFFICIENT • + / - 0.18 COMPONETS t CLADDING PSF ROOF • 14,9/-50,1 WALL ■ 23,9/-34,1 OVER HANG ■ -81.2 SOIL BEARING 4 COMPACTION: THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF 2000 P.S.F.( MINIMUM ) THE CONTRACTOR/PROPERTY OWNER IS RESPONSIBLE FOR VERIFYING THAT THE SOIL ON THE SITE 16 PROPERLY PREPARED AND COMPACTED SUCH THAT IT CAN SUPPORT A 2000 P.S.F. FOUNDATION LOADING T,L. HANSON i ASSOCIATES A REGISTERED LICENSED FLORIDA PROFESSIONAL ENGINEERING COMPANY: DESIGNED THESE FOUNDATIONS WITHOUT VISITING THE CONSTRUCTION SITE NOR PERFORMING ANY SOIL TESTING T,L HANSON 4 ASSOCIATES SHALL NOT BE RESPONSIBLE FOR THE SITE SOIL ABILITY TO SUPPORT THE BUILDING LOADS FOUNDATION 4 SLAB - ON- GRADE NOTES : BUILDING SITE SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATERIALS,. ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA, SHALL BE COMPACTED SUCH THAT IT CAN ADEQUATELY SUPPORT A 2000 P.S.F. FOUNDATION LOADING. SLAB SHALL BE PLACE OVER A 6 MIL VAPOR BARRIER ON CLEAN ADEQUATELY COMPACTED AND TERMITE POISONED SOIL CONCRETE UTILIZED IN THE FOUNDATION AND SLABS SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 P.S.F. REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE WITH ASTM A -615, LAP SPLICES, WHERE REQUIRED SHALL BE A MINIMUM OF 25" FOR es REBAR , 30" FOR •6 REBAR t 35" FOR sl REBAR PLANS ARE ENGINEERED FOR A MAXIMUM STEMWALL HEIGHT OF 4 COURSES ( AFTER FINAL SITE GRADING) THE CONTRACTOR OR BUILDING OWNER SHALL DETERMINE THE EXACT STEMWALL HEIGHT BASE UPON SITE CONDITIONS PRIOR TO POURING THE FOUNDATION AND CONTACT ENGINEER WHEN MORE THAN 4 COURSE ARE REQUIRED A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE FOR THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRECTED FROM MARKER TO MARKER TO VERIFY REQUIRED SET BACKS THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF REPAIRS OR DELAY TO THE CONSTRUCTION THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT IS INACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMERS SERVICES IF A REGISTERED TERMITICIDE BAIT SYSTEM IS TO BE USED FOR SUBTERRANEAN TERMITE PREVENTION SECTION R320.1 THROUGH R320,1.6 DO NOT APPLY. A SIGNED FIVER EYAR CONTRACT FROM THE ISSUE OF THE CERTIFICATE OF OCCUPANCY ASSURING INSTALLATION. MAINTENANCE AND MONITORING OF THE BAITING SYSTEM SHALL BE PROVIDED TO THE BUILDING OFFICIAL PRIOR TO THE SLAB POUR, THE SYSTEM MUST BE INSTALLED PRIOR TO FINAL BUILDING APPROVAL ( PER FBC R320,1,1) INITIAL SOIL POISONING TREATMENT SHALL BE DONE AFTER ALL EXCAVATION BACKFILLING i COMPACTION ARE COMPLETE ( PER FBC 320.1.2.) ANY SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RE- TREATED INCLUDING ANY BOX OR FORMED AREAS ( PER FBC R320.1,2) BOXED AREA IN THE CONCRETE SLAB FOR INSTALLATION OF TRAPS SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS, PERMANENT FORMS MUST BE OF AN ADEQUATE SIZE < DEPTH TO ELIMINATE ANY DISTURBANCE OF THE SOIL AFTER THE INITIAL TREATMENT ( PER FBC R320.1.3) A MINIMUM 6 MILL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE TREATMENT SHALL BE REQUIRED (PER FBC R320.1,4) ANY CONCRETE OVERPOUR , MORTAR OR STUCCO MATERIALS ALONG THE FOUNDATION PERIMETER MUST BE REMOVED PRIOR TO EXTERIOR SOIL TREATMENT, ( PER FBC R320,1,5) EXTERIOR SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 12" OF THE STRUCTURE SIDE WALLS (PER FBC R3 w.w AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL BE INSTALLED AFTER CONSTRUCTION IS COMPLETE ( INCLUDING LANDSCAPING AND IRRIGATION) ANY SOIL DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED, SHALL BE RETREATED (PER FBC R320,1,6) CONDENSATE AND ROOF DOWN SPOUTS DISCHARGE AT LEAST 12" AWAY FROM THE BUILDING SIDE WALLS (PER FBC R320,1) AFTER ALL WORK IS COMPLETE ANY LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW AND WITH IN 12" OF THE BUILDING. THIS SHALL INCLUDE ALL GRADE STAKES TUB TRAP BOXES, FORMS, SHORING AND ANY OTHER CELLULOSE CONTAINING MATERIALS PER (FBC R320.8.3.) THE DISTANCE FROM THE EXTERIOR WALL COVERING ( EXCEPTIONS, PAINT AND DECORATIVE CEMENTITIOUS FINISH LESS THAN 5/8" THICK ADHERED DIRECTLY ONTO THE FOUNDATION WALL) AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6" TO ALLOW FOR INSPECTION FOR FUTURE TERMITE INFESTATIONS (PER FBC R104) ELECTRICAL LEGEND WF GsLI r-d WATER PROOF 110 V SINGLE POLE DUPLEX OUTLET STANDARD SWITCH CEILINGS FAN WITH LIGHT KIT I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED VWC" AND FOUND IT TO BE N COMPLIANCE WfTH CHAPTER 16, OWTION *M OF THE FLORIDA WLDING CODE FOR 120 MPH (3 SECOND MST) WND ZONE - 100 MPH FASMT SPEED AND THE ENTIRE 200T KLORVA WWM CODE, AND ALL WOO SUPPLEMENTS t11L Ito T.L, HANWN P.E. LICENSE NO. 396U P.O. 15OX rt*, DADE CITY, FL 33526 0 o� G ^W Z��M V ap C�im��aG O yZt4 3��NQ z Z N- W C W O v� O O M m� Z x O ZZ U. Z lu � � � V m O zZ Q d Q O ED 0 � z f] lV�! V U� a LO �a a COVERED WALK 32S COVERED DECK 528 TOTAL 851 PGA 4 0F,5 z ZO Q u0.o C4�,��z Q�3zp�� 3: 9 °- a�oa- 1 2 LL A,-dtBwlmx THE CLIENT UNDERSTANDS T14AT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND TI SORE AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF REPAIRS OR DELAY TO TIE CONSTRUCTION J N O z a@ o� UW aka 1L JUJ 4 zOpa~ LL I- p LL a aa.Q� z Ul iy- UJpQ ,4LLa= c IL a d� upQ r do ,Z:t3: 0. A OQ ate$ N C*4 z!Z(-za� 71a()2 LL r 3: d) 0- CL z �qU >'aN �aQ=�U^ �49wiX J z :r J N z F-(L w p X mzo wU -0 d)B_ W o� z Q H O33 �O Q (a z 0 73 U I HEREBY CERTIFY THAT I HAVE REVIEW® THE ATTACHED DESIGNS AND FOLIND IT TO BQ IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE FLORIDA WLDMG CODE FOR 120 MPH lb SECOND CAST) WIND ZONE - 100 MPH! FASTEST SPEED AND THE ENTIRE 2001 FLORIDA BUILDMG CODE, AND ALL 2009 SUPPLEMENTS T.L HANSON P.E. LICENSE NO. 39654 P.O. BOX 1126, DARE CITY, FL 33626 y Z c� � y Z�MMZ ymQ��W CA ti: Qy�w� V� Z 3�vN:z 4i Z�QcN Z C ov� UR ZX Z V � `� a Z w sLL z O z� z w ED 0 U �z o z— � J N 1- 4 � � +r 4 Q 0 w a r � O N O •• z d Q U� l Q 0 Q Q COVERED WALK 32S COVERED DECK 528 TOTAL 851 50r- 5