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HomeMy WebLinkAboutBuilding PlansY M R JE' A, _ J� �TI 1.ALL FASTENERS SHALL BE FASTENMASTER TIMBERLOCK HEAVY DUTY WOOD SCREWS. FASTENERS SHALL GO THROUGH SECONDARY MEMBERS AND HAVE A MINIMUM 2" EMBEDMENT INTO MAIN MASTER 2.ALL WOOD PILES AND TIMBERS SHALL BE SOLID CYPRESS, NO.1GRADE, _ \, GENERAL CONSTRUCTION SHALL BE BY FLORIDA STATE LICENSED AND ;'•a INSURED CERTIFIED ROOFING CONTRACTOR. WRAP PILES CONTINUOS WITH :,1 _ FULLY ADHERED "PEEL AND STICK" ROOFING MEMBRANE BELOW GRADE \ — �ALAIS�'�ll���'�iT�LEC�P�RCNNS TO PROVIDE A WATER, RESISTANT ROOF. PALM FRONDS SHALL BE STAINLESS STEEL NAILED INTO`-PU UNS,'2',PER FROND (1 TOP & 1 BOTTOM). PALM FRONDS 'SAS. NAILED; 2 PER. 4.ANY PLUMBING AND ELECTRICAL WORK SHALL BE INSTALLED BY, A" FLORIDA STATE LICENSED ELECTRICAL AND/OR PLUMBING CONTRACTOR`— °'°' FROND (1 TOP & 11.-.`BQTTO,M — 8" DIA, SOLID AND PERMITTED BY OWNER OR GENERAL CONTRACTOR TYP). PALM FRONDS TO BE " \ I CYPRESS RIDGE 5.ALL WORK SHALL BE INSTALLED AND SHALL BE OF TH;E HIGHEST QU�1LiTY4 FELXIBLE AFTER INSTALLATION TO FOR EACH RESPECTIVE TRADE. \ / �— 6" DI A. SOLID ; T U.O.N. ALL WORK SHALL -BE GUARANTE DI RELEASE WIND,'PRES.SURE. DESIGN 6.UNLESS OTHERWISE NOTED ( ), E , (, ,. � ,; CYPRESS 'RAFTERS FOR A MINIMUM OF ONE 1 YEAR FROM THE DATE OF CERTIFICATE OF ;', (> IS AN OPEN STRUCTURE, A IN.O.A.., ° QQcCUPgNCy \ 36 PITCH OR GREATER T _ 7.ANY SUBSTITUTIONS SHALL BE APPROVED IN WRITING BY OWNER, AN.D.ARCMIfiECT FOR PALM FROND ,ROOF IS NO 7' 1 F. 8. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE USED FOR LAYOUT,,., \ �''` REQUIRED 4 SOLD' CYPRESS PURLINS PURPOSES. ANY DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT ) ' ,r » Ij(��,I�TLY FAR CLq�IFICq�IpN ANCHORED;'; WITH 6 - - y.lr' t PLANS HAVE BEEN PREPARED WITH THE 2010 FLORIDA BUILDING o T % FASTENMA�STER ;.TIMBERLOCK CODE, LIFE SAFETY CODE, FLORIDA FIRE PREVENTION CODE. 0 TH E .BEST 1 5 FASTENMASTER OF MY KNOWLEDGE, SAID PLANS AND SPECIFICATIONS COMPLY WITH THE _ ; TIMBERLO.CK SCREW SCREWS (TYP) APPLICABLE MINIMUM. BUILDING CODES AND THE ,APPLICABLE MINIMUM FIRE SAFETY STANDARDS AS DETERMINED IN ACCORDANCE WITH CHAPTERS 533 FROM BEAM. INTO PILES AND 633 LAWS OF THE STATE OF FLOPIDA (F.B:C. 106.1; & 109.3.6.4.4.)) BEAM 'HAS' LI"NCOLN ''LOG STYLE 10.THE CONTRACTOR SHALL CONTACT SUNSHINE STATE .._ONE CALL (811), FP&L AND ALL OTHER UTILITY COMPANIES PRIOR TO ANY WORK ONSITE OR T OFFSITE SO THAT THE EXACT LOCATION OF ALL 'UTILITIES CAN, BE DETERMINED PRIOR TO COMMENCEMENT OF" SA. -SURFACE, EXCAVATION AND 10 FASTENMASTER 1a0", ,.FASTEN�MASTER�EL + - RI MI"DENCETN'�4NEXISTENCE OF THE H.ISTORIC'•RESOU�RCES IS TIMBERLOCK SCREW A' » T.IM&;Ek'LOCK SQR`EW' DISCOVERED OR OBSERVED AT DEVELOPMENT SITE OR DURING.." L'- 8" SOLID FR, ` 1 COaLLAR TIE INTO �RAI TERS ` DEVELOPMENT ACTIVITIES AFTER FINAL APPROVAL, `BALL WORK SHALL CEASE FROM .RAFTERS INTG' BEAM CYPRESS IN THE AREA OF EFFECT AS DETERMINED" BY THE 'DIRECTOR;' THE,° R OR AGENT HEREOF SHALL NOTIFY THE HEADER ,� DEVELOPER, OWNER CONTRACTOR, T - 1 ©, •. TA.STEN,MIASTER OF HISTORICAL RESOURCES,( HISTORY CENTER WITHIN TWO >> DEPARTMENT ( )- . , �:. : ° WORKING DAYS. 8 SOLID _T�M�B;ERL00 SCREW 0 SOLID CYPRESS FR 1OM ',B'RAC`E INTO 60LU ;N EXAMPLES OF EVIDENCE OF HISTORIC RESOURCES INCLUDE WHOLE OR CYPRESS: YP FRAGMENTARYSTONE TOOLS, SHELL TOOLS, ABORIGINAL -;OR HISTORIC BRACE (T ) AN;D�'H�E DER POTTERY HISTORIC GLASS HISTORIC BOTTLES BONE TOOLS, HISTORIC PILE-: �` BUILDING FOUNDATION SHELL MOUNDS, SHELL MIDDENS. THE DIRECTOR "' '\ 'L SHALL ASSES THE SIGNIFICANCE OF THE FINDS AN`D MITIGATE ANY ADVERSE / LATER THAN THREE WORKING,_ BUT NOT A HR .EFFECT AS SOON AS POSSIBLE, DAYS.�, . �\-.� IN ANY HUMAN SKELETAL REMAINS OR ASSOCIATED BURIAL ARTIFACTS ARE S OR DURING' DEVELOPMENT ACTI TY .���/� � � DISCOVERED AT DEVELOPMENT SITE ,ILL. �� .�� ,� �� �/_.\ �� /� // /� �� /� - ALL WORK IN AREA MUST CEASE, AND. THE PERMITEE MUST IMMEDIATELY NOTIFY THE NEAREST LAW ENFORCEMENT OFFICE AND NOTIFY THE DEPARTMENT OF HISTORICAL RESOURCES WITHIN TWO WORKING DAYS. ACCORDING r0 CHAPTER 872, FLORIDA STATUTES, IT IS UNLAWFUL TO r � DISTURB, VANDALIZE OR DAMAGE A HUMAN BURIAL. NOTE: Fl`I L PILE TO BE DRIVEN A MINIMUM 4'-0 IN TO SAND, Y: WITHLIKE SANDY 12 o BACKFILL 12 INCHESAROUND PIL . - SOIL COMPACT „ E EVERY 12 INCHES T., AC D EVEIEVE A MIS. .,'BEARING CAPACITY OF 32557 THESE PLANS AND ALL PROPOSED WORK (2,812 LBS LIVE' LOAD (WIND), 745 LSS DEAD LOAD) RED OYRELD INSPECTORSOTHAT ARE SUBJECT HEQUI -, �- ' MAY BE NECESSARY H op4gn TO I " I K I HUT COMPLY WITH ALL APaucAILI CaniS, SECTION F , , , r off r Job 0 j� 1. :USE GROUT'_:''('U)­UTILITY ST.LUCIECOUNTY IF BUILDING DIVISION �- } - REVIEW 2. CONSTRUCTION CLASSIFICATION: TYPE VB (UNPROTECTED) RE EwEoR CO E By - DATE _J2� 0 3. PROPOSED DESIGN: ONE, STORY 'TIKI HUT — RECTANGLE (12 FT." X 16 FT`,) purNSaND E MIT ---- 1 MUST BE KEPT ON JOB OR _ 4. STRUCTURE HEIGHT. ' � 3 � �J" NO INSPECTION WILL, BE MADE CD r, -0' 5. STRUCTURE AREA:: tI:2; SF ,... 6. STRUCTURE DESIGN .WIND SPEED: 160 MPH min. FOR "ULTIMATE DESIGN WIND SPEED" 7. WIND IMPORTANCE :FACTOR:y 1.00 8. WIND EXPOSURE: B 9. THEINTERNAL COEFFICIENT-0 DESIGN WIND FORCE. rt 10. ALL; NEW STRUCTURES ON THIS PLAN ARE DESIGNED AS OPEN IL C.CK 11. MAIN FRAME STRUCTURE IS `DESIGNED FOR HURRICANE LOADS AS PER ASCE 7-10 12. FASTENMAS�fiER TIMF3ERLOCK SCREWS TO PENETRATE .A MINIMUM OF 2 INCHES TO RESIST THE py 13. THE VERTICAL ROQF".MEMBERS ARE DESIGNED TO RESIST THE DESIGN WIND FORCE, caNc EaFasr�yE�s AREiNERESpaNSIBORA7 oRA� AIF MENTS C0NTRgcToROFRFcagI HE LAN ARCHITECTURAL PLAN SCALE:3/8"=l'—O" — N i } 890 10 30 I 1 • r 300 12'35" E. 47.93' Y Y e 4 0.5 2' :. u t x. • L • i t-r � r { y j r i ;S 4^ Lo • FILEPY 722 937e 6 2� III - .,, � '..•".:,' SCALE: 1 /32"=F-0 I\