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345 Sailfish Dr 17-RADD-3440-01 addition permit CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j. � ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 RESIDENTIAL ADDITION MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 108 INFORMATION: Job ID: 17-RADD-3440 Job Type: RESIDENTIAL ADDITION Description: enclose carport & rear addition Estimated Value: $17,500.00 Issue Date: 5/1/2017 Expiration Date: 10/28/2017 PROPERTY ADDRESS: Address: 345 SAILFISH DR RE Number: 171386-0000 PROPERTY OWNER: Name: Whittington, Lindsey Address: PERMIT INFORMATION: PUBLIC WORKS: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line(247-5814)to request an inspection from Public Works for Erosion and Sediment Control Inspection prior to start of construction. All runoff must remain on-site during construction. Roll off container company must be on City approved list (Advanced Disposal, Realco Recycling, _ Shapell's Inc.). Container cannot be placed on City right-of-way. Full right-of-way restoration, including sod, is required. Any plan change must be submitted as a Revision to the Building Department. FEES: ENG REV RESIDENTIAL BLD $100.00 PLAN CHECK FEES $68.75 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 UTIL REV RESIDENTIAL BLDG $50.00 BUILDING PERMIT FEE $137.50 BD PLAN REV. 2ND $50.00 SUBMITTAL Total Payments: $406.25 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORMA BUILDING CODES. >l yayy City of Atlantic Beach APPLICATION NUMBER A Building Department (To be assigned by the Building Department.) 800 Seminole Road Y Atlantic Beach, Florida 322335445 - Phone(904)247-5826 Fax(904)247-5845 �;n p• E-mail: building-dept@wab.us Daterouted: 03 OC11I1+ City web-site: hap:/Mw .coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 3L{SSQl\.�h or. De artmentreviewrequired Yes No / ulIdin Applicant: D1a (�+c^ Planning &Zoning 1,,' l Tree A minor is ra Project: 4C. AA nC�$ �.- tir.nof� ck- 2ublic works is Utilities aA& `1,a{7 Public Safety Fire Services Other Agency Review or Permit Required Review or Receipt Date Of Permit Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Amy Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one. comments: BUILDING PLANNING&ZONING Reviewed by:_61 Date: 31 Z7�t TREE ADMIN. Second Review: ❑Approved as revised. [-]DeniA. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05114/09 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD H,FL 32233 FgL.F COP�� ATLANTIC BEA(04)247-5800 BUILDING DEPARTMENT REVIEW COMMENTS Date: 3.22.2017 Permit#: 17-RADD-3440 Site SAME Site Address: 345 Sailfish Dr.,AB Address: Review: 1 Phone: 572-5371 RE#: Email: lindse .whittin on ail.com Homeowner: Same. Applicant: Lindsey Whittington CORRECTION COMMENTS: 1. te "r e 2014 5'h Edition FBC-Existing Building Code Residential, choose a method o ction compliance/alteration level. Submit this as a letter signed and sealed by of record.2 copies. �e c 3/2j-jj] Mike Jones Building Inspector/Plan Reviewer City Of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233-5445 Ofc (904) 247-5844 Fax (904) 247-5845 emallecl ✓ctv92w Lom naNIJ 3/22/1-7 /r F 1 Agilmikkk CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach,Florida 32233 Telephone(904)247-5800 4P FAX(904)247-5845 REVISION REQUEST SHEET OR � II.. CORRECTIONS TO REVIEW COMMENT Date: "I" - 1-7 Received by: Resubmitted: Permit Number: 7 - /z/M0 - AV,3 v Original Plans Examiner: K, cj Project Name: Project Address: 3 l I t^ Contractor: Contact Name: Li 10Vq Contact Phon 0 1 Contact e-mail: Revisio Plan Ch Permit Fee(s)Due: $ S O.Uo Description of Proposed Revision to Existing Permit: li r I'Li r N;U1 Coh t nmm Pi. Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: Public W/U Approval: -- ----- By signing below. I (prim name) allf rra tFalWit0ve revision is inclusive of the proposed changes. Signature of Contractor/Agent((:mwamm mm sign irincrmse in valudion) Date �/ office Use only. Dna: 'l-7 Approved: /� Rejeckd: NmirsE by: Plan Review Comments: n Gen or Gon bra t:Tort... >/v f, ic�r_ �� J..G a y � f- De artment review required Yes No rn B Ing fanning&Zoning Plans Examiner Tree Administrator Public Works y. 6 y'7 Public Utilities Public Safety Date r�.wuims e...r Fire Services ,cavus, City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road Atlantic Beach, Florida 32233-5445 t--V— Phone(904)247-5826 - Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: 03I Dr 19- City web-site: hap:Aw .coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 395_ SQt��i5 h Of, I Department review required Yes No uidin Applicant: D 1 Planning &Zoning p 1,,' Tree Admmistra or 4L Project: (�cAzS IL CILf pp( f d- 2ubllicS a-1�, 1. P01511c Utilities "(7f\ Public Safety Fire Services Review fee $ Dept Signature I� Other Agency Review or Permit Required Review of Permit Verified or Receipt8y Date Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other. APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING&ZONING Reviewed by: TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14109 f;tyarr City of Atlantic Beach APPLICATION NUMBER ;i Building Department (To be assigned by the Building Department.) .' 800 Seminole Road `�p A�O41`4 - Atlantic Beach, Florida 32233-5445 F+�L1 `tU Phone(904)247-5626 Fax(904)247-5845 r^� Of 9 E-mail: building-dept@mab.usMAN Date routed: V 3 ft) �I� Cityweb-site: http:/Aw .ccabAir.us I0 2'i ., APPLICATION REVIEW AND TRACKING FORM Property Address: 3(4S- SdMi5 V) Dertment review required Yes No ^ ! Out din 75 Applicant: 0WPlanning&Zoning Tree A minis a or Project: R AC)ZSL Cat fbf{ c{- 2Ublic works 7Ydafflc Utilities Public Safety Fire Services Review fee $ Dept Signature;.. :,,„.., Other Agency Review or Permit Required Review or Receipt Date of Permh Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied.t@3-/'?—//rf (Circle one.) Comments: JP.Q A kt lwj 4444 O44 r�/L BUILDING �7Y'L (� �4� pp PLANNING&ZONING Reviewed by: DateU TREE ADMIN. Second Review: ❑Approved as revised. ❑Denie . PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14109 ArL 7� mu Y, zcl� 7 3 r a z 39p PA 4,V J 1 S ✓ � ,..M..., m___ _ ua� City of Atlantic Beach : _ APPLICATION NUMBER BuildingDepartment s " ' P (To be assigned by the Building Department.) 800 Seminole Road Atlantic Beach, Florida 32233,5045 MAR IQ Phone(904)247-5826 Fax($04)247-5845 E-mail: building-dept@mab.us Date routed: City web-site: hfp://ry .mab.us APPLICATION REVIEW AND TRACKING FORM Property Address: Ns- sd 1.F�s h of. Department review reuired Yes No W w din W (�+rn Applicant: O Planning&Zonmg A ` 1^' A �' ` 1 Tree Admimstra or Project: Lnl. ps L tJA.I,UDjT d' Public Works -1 , is Utilities CtW� r Public Safety Fire Services Review fee.$ Dept Signature;:._- Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Ronda Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING /FE PLANNING &ZONING Reviewed by: N / `ZD"' Date: 3 ( t TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. WORK Comments: P BIe I<IES —/o PUBLIC SAFE Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: - Reviewed by: Date: Revised 05/14/09 BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH DATE `Di51U� 800 Seminole Road,Atlantic Beach FL 32233 OFFICE COPY Office:(904)247-5826 • Fax:(904)247-5845 1-�5 Sq r i Pd Permit Number: Job Address: '1 Legal Description °+ 3 r. t)f; Z` RE# Valuation of Work(Replacement Cost)$1-2500 Heated/Cooled SF ..1000 Non-Heated/Cooled —� ` • Class of Work(Circle one): New Addmo Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s)( srcle one): CommercialRessdenti • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes N/A • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: Seri Pars; Tro^i' cawe*14 £/wive/+-lo J;VNIJ cf xce.- + re°.f�WUA\0h Florida Product Approval# for multiple products use product approval form Property Owner Information Name: U -('✓S Address: 3149 Sa 1-PJk 0/ City t, State&4ip gaC3 Phone 90611 - 579- 51-71 -Mail It + .c 499Dor Agent (1 gent P.,.f AtIerney or Agency Leder Required) 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. Contractor Information: Name of Company:_wpr Qualifyin Address: City Office Phone Job Site/Contact Number State Certification/Registration# E-Mail - Architect Name&Phone# Engineer's Name&Phone# Worker's Compensation xempt usurer ease mp Application is hereby made to obmin a permit m do the work and irtstaflations as indica! na�y c, commenced pnar to the issuance ofa permit and that al/work will be performed to mee!the standards o lfs �1lbis jurisdiction. Phis permit becomes null and void if work is not commenced within six (6 months, or if construction or work w sus00endo or al. mdoned/or a periodofsix(61 months at any time after work is commenced. 1 understand that separate permia must be secured for t'lectrica(Wark,Plumbing, Signs, WWells,PPools,Furnaces,Boilers,ljeaters,Tanks and Air Conditioners,etc '^ Signature of Property Owner: Signature of Contractor: NW- Befome this Day;th / ZO Before me this Day of Notary Public u CRYSTAL BRADDOCK Notary Pu ic:. CommissionOGG005409 EsPhsJune2 2020 I hereby cert ead and examin I' N p%4I7 betrueandmrrect Allprovisions of laws and ordinances govtype at work will ein or not. The granting of a permit does not presume to give authority to vm ate or cancel the provisions of any other je eral, state, or local law regulating construction or the performance of construction. YI �` m` CITY OF ATLANTIC BEACH OFFICE COPY OWNER/ BUILDER AFFIDAVIT rt D I. FLORIDA STATUTES; CHAPTER 489, FLORIDA STATUTES, PART 1 'CONSTRUCTION CONTRACTING'REQUIRES OWNER I BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489.103(7),FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU,AS THE OWNER OF YOUR PROPERTY,TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CON TR CTION YOURSELF YOU MAY BUILD OR IMPROVE A ONE—OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF$25,000.00 OR LESS. TILE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE,THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE,WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REOUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES II. INJURY LIABILITY; SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED. III. IRS WITHHOLDING; OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. N. PENALTY; UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES, OWNERS BEING SUBJECT TO$5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-228(1). AN-OCCUPATIONAL LICENSE"IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY "CERTIFICATE OF COMPETENCY' OR THE FLORIDA "CONTRACTORS CERTIFICATE' TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE THE BUILDING DEPARTMENT(2475826)IF IN DOUBT. V.ACKNOWLEDGEMENT;I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT. 3q5 104 ADDRESS PHONE NUMBER LikAM (h °h PRINT NA E SIGNATURE v T/9 eaore me bi:-day a 20Lbma mantypr Duval,StateaFlorMe.hospersonallyap by himself/ emel and affirms tat all ebbnieaa and declammons are to and ascureb. NaaryPublicat Lage,Staba County or nLAw[- O Peraoraily.n.,, QJJEQd ,LEn/Sf- �,NaualMntlficetlm- Fes!) C� m:^'"�,; cnrsTaLeRaoGGCK A9i Commisebn$GG 005AOg �� % � Expires June 23,2020 Naas si0naare: `, a@/�— •er'rn%ARw.alNar me FeityaNyNa8AA+1AS>O1A R9IDCOAmmemeaaaw."icaevtse0:ana2poa LAW.i TREE & VEGETATION AFFIDAVIT City of Atlantic Beach OFFICE COPY Department of Community Development V Planning&Zoning Division 800 Seminole Road Atlantic Beach,FL 32233 (P)904247-5800 (F)904247-5845 PERMIT# SECTION I-APPLICANT INFORMATION XOwner(s) F- Legal Authorized Agent* NAME OF APPLICANT IiIr�SPM ��hl�g�ar NAME OF COMPANY ADDRESS OF COMPANY JJ/)b, PHONE 01A- CELL EMAIL WA- CONTRACTOR CERTIFICATION NUMBER rilk ATLBCH BUSINESS TAX RECEIPT NUMBER N1 SECTION 11- SITE INFORMATION r /,,AA STREET ADDRESS OF PROPERTY ?Lf5, SotI RSL, V✓ Itanaddmuhosnot#eenmsignedw Miispmperty,coWMeABBuildhVC,pmmrematt9a4J241-5816brequestana ,,i, LEGAL DESCRIPTION ay Roy) h1 U r 2- LOT BLOCK SUBDIVISION ^B REAL ESTATE NUMBER LOT OR PARCEL SIZE SQ FT AC RESIDENTIAL COMMERCIAL OTHER(SPECIFY) 1 affirm that I have reviewed the provisions of Chapter 23, "Protection of Trees and Native Vegetation"of the Municipal Code of Ordinances for the City of Atlantic Beach,FL and/or 1 have participated in a pre-applicotion meeting with the Administrator of those regulations. Subsequently,l affirm that no regulated trees and no regulated vegetation will be damaged,destroyed and/or removed from the above scribed ntproperties in conjunction with this project. SIGNAT((U,IfEE11O�F OWNER SIGNATURE OF OWNER Signed and sworn before me on this day of L•i o,�, �a ,by State of p:1� # /a Np6E�v1. (,�bE:77 J6j iZ)Al �- Countyof C)Ur/,%, Identification verified: a,W 1k•LVED [I is rZf- Oath sworn: ry' *. .CRYSTAL BRADDOCK !„ Yes r No f" Comms n#GG005409 Expim June 23,2020 remGEIHUTnY irhlneurtn�¢B00.JBS10f9 Notarynature REV7VA-v10.1d My Commission expires: OFFICE COPY DO NOT WRITE BELOW- OFFICE USE ONLY p ca e o es: 1evlew Result (circle one): Approved Disapproved Approved w/ Conditions I ' Review Initials/Date: Development Size Habitable Space S;k& s r Non-Habitable Impervious area Miscellaneous Information Occupancy Group &_S Type of Constructiony fj Number of Stories 1 Zoning District R s-3 Max. Occupancy Load Fire Sprinklers Required flood Zone x :onditions/Comments: j Compliance with 2014 511 Addition FBC- Existing Building Code for Residential The proposed project considered as a level 1 alterations.The purpose of this project is to provide for two new room additions.The new additions will be"structurally" independent from the existing building.The new work shall comply with materials and methods requirements as described by Section 602.1 through 602.4 of FBC,which includes the building,energy conservation,electrical,and mechanical system,as applicable. Singed by the Engineer of Record: Houshang Karimi,PE,CGC 25218 Bunting Cir. Land sligi }51639 H 804- 8 CG f, e, iiGG �,�."",,yy x _ ?vy1�r1R1 'oe it,a3.E'.'.. ,;y,l � Fkai v/v✓d REVIEWED FOR CODE COMPLIANCE APR - 4 2011 CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS RMEWEDBY: DATE: *6 �� Compliance with 2014 5d'Addition FBC- Existing Building Code for Residential The proposed project considered as a level 1 alterations.The purpose of this project is to provide for two new room additions.The new additions will be"structurally"independent from the existing building.The new work shall comply with materials and methods requirements as described by Section 602.1 through 602.4 of FBC,which includes the building,energy conservation,electrical,and mechanical system,as applicable. Singed by the Engineer of Record: Houshang Karimi,PE,CGC 25218 Bunting Cir. Land s}t0.r?t39 ti std 8Ci :'t✓ .%hariml Q'ivepthy i if 2 -TA• � a r EQ''"1 JOBSITE COPY REVIEWED FOR CODE COMPLIANCE APR - 4 2017 CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS REVIEWED By.__/r�_ DATE: '1-6-17 �O . © cl 0�7Rat" cti-_O� m� TIZ7/1 �- Compliance with 2014 5t'Addition FBC- Existing Building Code for Residential The proposed project considered as a level 1 alterations.The purpose of this project is to provide for two new room additions.The new additions will be"structurally"independent from the existing building.The new work shall comply with materials and methods requirements as described by Section 602.1 through 602.4 of FBC,which includes the building,energy conservation,electrical,and mechanical system,as applicable. ssssururk..� ���� COR The official record ojthrs document has been electronically i-23. signed and �O VSN R Lim PrintsAM copies lb'glta(Sigrment as not co dby ealogn23.004FA.C. `� �0�..... • f.••�fj i� Printed copies mi-this document am not couideredsigned oral sealed and � the signature must be verifiedon any electronic copies. 106 Prepared by: Hmolume Kornai.P.E. Date: March 26.201 _ Fla.License Na.: 36106 '4'. TATE OF •IAC: Address: 2521811mante Cir :�Q�, p P• r4 OV,,Sate,Zip code: land O'/akes Florida 34639 i�F ' O R(�• •\�` e,4Ss,QNA�ENGs. d n o w e o m ti rQqn c m .n a ' . p as e fi .e (T m 9 c � a VD g e � o M y rn a � -n rn tzo w m a � o d Mph th �❑ N Vl ro O p M Y Y b p � G N C O 0 C P M [ N 0 ^` J M c� O1 C � ry � G �. � � ��zzii p o_ C: ❑ � O � � �y �n o p Q � � O v O � E-� O anq P' O W n C ry n 1 b 5 O d C n_ b ❑ O' 0 M y N R t^ O ' O m n 0 ) \ } \ \ \/( ( � � ( e & % / ] + ! ( ! ! Ear Ek f ( _ • > . b ) § / � . . i MAP SHOWING., i9oU fNRY. TUR-WY OF fJ7 LdCKZile '` AS. SF�t]W11(`(1N' ASA# y '•. :�-'W."Y^ca.r St,,' �'+i�44r W PFw+'. '�+�a$'k .. born � ,. '"( FFICE COPY� ... 6 .r!P41s II, +.'+R.i3�'C4mMifk�ut •M. �..�/Rt!I�-{j���,}yam-I.{y—��,y/�f�,j�j�y/j• .. � '7FyrJ ✓,A �+Q�I� A1�N. N1 f 3 1n 2.rf '. 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THE Cord-rMCTOR SI{ALL ADHERE TD THE DRAYJINGS AOL'PECIF!CA7IUNS.SHOULD AN'r EAi:UR UR eR_.AN.LT_:CfLrlYt.1 NR 1 `•"` -gBgA� 10'f_Ls}i?6,� _ 4.: WELDEDW4RF FABRIC(WWF):ASTM 07853 ); Y+`):J1wTJsc+>P+i'1C ,`�w. •�..,�. 0 _ ta`, - 8 PRE-E)JGINEEREU WOODTRUSE5 rIINTENT OF INE DtG1W'iPIGSUR<_PECIF%:ATtUii5,THE 1 3 di FF2PS 7azstaii•-•Ir - 1 j7ir1 _ - ")• ^. _ - INCOr615(EP1C'/:4YFEAR HEGAriDIP;<i THE T1LUE?f1EArJLNGN t�- d r ---_-- _ -'+'Y •y!_,?T{�-' ."IllI llv.&Ra y -Y1 J f'i i,Yd;I :u :w_M+•.' - - - CONTUa\CfUTI SILlLL 1,V7F:i£UTATEL'/A'sPUi:(SRME TO P,IE ARCH(' j r - J _u: P _ ECT VIHUWRL iWtKE AP1Y NECESSARY r' �+aw + ':'pJ' O' `.w+�-'+_ I)_•\ c/- f _ 4,4 DF(NL REEMOR EMENT IN ACCORDANCE WITH ACT 315.8)AND 31R-iii.LAPALLCONTNUT)US RF.INFORCEMENF4HBAR Uh\MErmtsm 1T y �)t=,,,dLNI' 'dIipi%TRILTF`i9 (liC•ii(':• c!'P_(.S P.!aw1r:LTltrj r T $SE 7b PiGdY21l MIN.IAP ADJACENT MATS OF WELDED WERE FABRIC A MINIMUM OF r AT SIDES AND ENDS. 8.1 f.ODEA STA A CtARiRCA(ION,INTERPRE fArION,OR REVISION AS REQUIRHA a ".-Y 'd I� rr add INV91 watt i- Y I ND NDRDS: a 1 yCYArli)PRXEEDSWITHWORKWIMOUTNOTIFYING 9 `"'``' ()' Armn8&a.d ird' wRhirds4":sttJr4riu:$ Z dr 14. IF7#LE CONTLZ<lC(UR DI_C01£AStiPd Efll401tORINCONSi5TF' -; ..-• - a:na6)' -tt'p-:L ra o, ,_.-. 1 ;a9rtV Ru*,s,4-2Wca - - A. FATRiNALDESiGNSPECIFCCA ON FORWVOUCWYSrRUCTEUR UITESTEUDION. [ THE OWNER&ARCHIT=_CTOF ANY SUCH DISCREPANCIES,HE'>NA'iASStrR',EALLCHARGESAi'ID MAKE ANYCHANGESTO .5--- ' i1�r..),a .^. '.>3",T':t> T&-YLd;zl i Y 1 T- 7 :- _ eSilJ0F.pp.9wa Y,JA 45 CONCRfFECWERAGE OF REiNFORCFtAINT: (OU7NG AND OTHER UNWRrdED5UR1ACE5,[AR711 FACE 3`BOR05l AtID5iDE5.AUl(ryER - _ 1 w-<Rl v `ifii-(J` T�' tq'�tT+ r+1d"• � L y ,.#ppsayk 1' F N. DESIGNSPECIRCATIONFORMkTALPWIECOPINECrK)N LVOUD7RlT.vES,ATSi//PFSPUBLSr-iDByTHE(�USSPWTERfSfUUfF. HIS`AORY.MOEHECE5'>ARVP.YHiSFAiLDRETDOWERVE).NU/C'A'�PORTTHECONDITION. ,� "_P +Lc C(Qi°l _ ^' r wed r�Trer. 6^ s.O - 'T Lsi �"VtitJs - wRFACEs 1-1.5•. �„i ' �,- Y`/L LIN +_`ati�.Y4- l?� ' ---• 1 r : 6 - 15. IF THE 114 ENT OF THE DRAWINGS±i SpEOIFiCAJEONSAHE U4CLEAR,THE CUNTRACfOR SHALL ASK'THE ARCHITECT " / .. - - .. y. . -, Rs%ya04D U11615 ' i1L~L1 TY:�,tidiSCih t3 _ _ _ ' r : c. T•rI/V/T[A,BC51-], r:: 9 r. �. t f ,. ,fl}) RAN �Y1JT ,,,"x'F�., - D-rLdn.e,U) + <.- FOR CLAAIFIGsl10N,Pt0UN 7U PRUCECUIiYCi 4VTtH YANK,IN THF ARTR UFA`NRITIEN R.F.L(REQt)ESTfOR ' .Z_ ,2 ,,;sy,,,gpl- f/tL„ry� oa=r .mF 19Y2`•Fu•:rd i),kxd 6SLL"ruros^rl r aYt Jc:P.(i4.'ICi _ 4.6 EARL IRSUPVORTEO AABS:(INCLIIUING EXIERRMR WALKAND DRIVE SLASW DRCKMINAIE!(FORCED WRH15.6-WZ:ixW2.1 WYFAr r . d/ Y>1.3Y11;---, T4s�" a. - )' Y c^Frm/'Ife TaL�Uu-aiva#.uPrlD Tut•,•yrrSW r `a �•- -m FJ.` 8: t,•. ... '` %Z U. AUL ItEQUtREMENfSWRi{tE TRUSS FWTE LNSTtTUfE. IPJFORFMTION).TILE APCLIITEC(StIALL TTIEN RE5PCNU IN SVRITFr'/J TD ALLAPPRDPA.AtE PARTIES. _ etcy ,jw^= L;�,,,.csArt'�l_.,J_)Iz[(J5*!5 ktd c � : C�- vrOd AlID-DEIPTHOFSW"F9ERMESHMAYSEWDINUEUOFWWfArCUNRUlrORSoprUN. -k-2j4167'2•41,46e- a N I - - 17.COfd7R/°CfOft S11JLLl'ROVIDEAUEQt1AFE PROTECTIOAJ OF W(•RX,AtiLTEHbtL':,F!%lURE5,EPG IN LEA^sED.'P=:CE }F•�.,, ' 'XB(1Z utTi d.- dS BtJR r u sir<!f z i i Yl r;a tF.X To,soRws. 1= .,_:i - .�, t� _ J - _ i J141"o.G• i adl•GSiBgdd 6Xdt:H - - _ - FROM LOSS,DALIAGE,FIRE,THEF,ETC. - F i - e_M,$'4.;(f, T,.2• t w&,k s§I' r ' i'.'^ - _ - _ 4.7 COedCAE1 MiC.OPEi41rGN 51W.LLOMPLY WONACI STANUAI(DS 81 MAXIMJNA DEFLECTION. 18. WHEREVER iil'e 7Eru.1"U{,EQUAL"Lg USEp,ITSH,'11 R4FAN EQURL PLiUD4KT AS APPTT0Irm IN WAITING SY 4o__1a er., .�Frao.J ilr+}£�? 1 - s wt. n=.. 2+s E" 49 IAP SPfR:E5fNL1.8F AS WUIllW.S:r16BM 42",85 dAR 25",si AND 1N 9nR528" r Jxr,•iLG.t tR'..14 I : I" _ LIVE LOAD ARCHITECT. g LCljl,u�il( . .._G'!.7!l,t>..,.yld't <_., t sWr�t.'as'Ovrua?. !.• y -- _ L�� -•f1cA57rTDT!UN NE 9t'LAEL(4TOVIDEALLA.. �+. d sig 19.iF THECUNi1RACiDR YiiOPU5E5 A tf1ATERDV.OR EQUIPMENT• T•ITEJPRYLTf :Car.. 77Yr$SCi'7✓.:>CN92Y>='._>7_- 7 7 _ TC.u62r,$'S.¢okolig•.d.- - ' !- JFJaiY. - g.e::.N _ --. '- _ / - 4.9 SWI.T()BL TREA7EDFORiEAMUES PERFBC 1014. (AAD LOAD 1/2.10 DOCUNENdTATIC)UM0 INFORIYk1TK1N IT£OIJIRED FOR THe'AP.CHri'eCTTO DETERMINE VAHTTTER OR NOT THE - g7' 7Pa - S'R39 F!+-TRs�TmT I,:rtmj,li8 r,ru Um-o,=%vmPd j y �jFgP' SUBS71HUTiON IS EQUAL TO THE SPECIMTYJN. _ , t»=f uYSTUs',"rL YSa;;:W�1uil,rwursk3n m U t ,.cd4 fs. , ,N • (J/ - 8A DESIGN WOOD TALYiaES FOR if IE LOAU55HALL MET Ya7ND 1[)ADSSIwXJtI ON TF FE GRMY 105 - r�AA64 ..)(,Ord i1--w-,. =G_.. -) �"`6"J,- 1 _ � _ d.10FPUXYGROU1tD iffAF55PFCBiEDON THE DRAWINGS SFALLIIE GNOUIED WRtIF6-2C080MU EFUKY BY BUNDdf FASTENsid:SYSTEM, 1t). COP7fTtFSC(UH SNALLPRUVFUEe1ND iNuTsitl ALL NECE55AF.'INWALL FRAMING REQUIRED TO CARRY"SHEUI, �_ - " : y - 8. ,w.�.,. c#r;{.c 6td ou rf4ate,=d Fas3P" LdLBa:$8 d,.li.tdtUE}`) I y�yl, - 4 TRili'.ERECTGN SAESFGNSUtLE FOR TI#TEAIFOIWAY BILLING(S THE TNUSiE5.T8155 - �`4' j.. few,,,C9FaJlt'>1L.Ai Yj,'s/1w_)ret,, ,,rm '�ji (���{- '),rL`''aT'---.- ._-�'%* ADE"VESTECHNON)GYCURPORAICHCIEQUALRNSTAULRISTRICTACCORDAME WHHMANUFACNR'clSttECOi.IRBtiDAFGiaS HNLGNICy ANDIVAIAMCE LOA115,RAILINGS,ETC.AS PER PLANS. � � .�>� ii - IC•YS"1Lr��fJT(+bYE�tV!?F.4rY'-•-1-.4mr - T � r• t� ti/ +� ��� - � - ALINUFssC7413ER 5tTAti CIEAIttY 51DLV 7}4E SUE ANU tCUTTXJ#d OFAUL AEUDd1ED TOP ATD B(IROAi OWIIU BRACT#X,SIm"PROVIDE 21" FHOVU]E SIUCDNE SEPJJ11rT A7ALJ0Rd7S AND UJTERFtU:F50FALLCUUNT£RTUFS EQUI??'(ENT,AP,P21•JALLi � .yet r .. -_ _ . as�Y, .C'4'I�dL�Y.!-'�1Y•L7" I I- q ,• Pty r, . i - ok __ \} - - AINCONMECTKNIS,HAJIGERS,HFAUEXIIEAMS ETC.BOURDER TOEMPL'.TE THE FLOOR HRAARIGASS1iOWN OUDRAVANG5. 22. PROIECTSHALLBELE:TELE/WEDAPNUPDWHEUAFtERC(!fAF'UT!DNUFWO'.IK_ a�..,9 _ L� r'F•t(;�Y,_O't # A i Nr: : U°V°.i .d - I _^'--'","��:- '�- 23. THE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL£QUIP'A'cNT ANU COORDINATE LOCATION OF FLOORS INKS, �,s � �'.e ;STB G7;G'a,f.FLT,.L :t.,'.�f_t.I")[.L. .. _.BEr.Wi1 6, q� @;;$ c - 11Y'F;:.LYr.ci'a. 6 i6'(N16!) - / 8.5 SL4S#ACITAL' OEWILEU SFDVD!AV/RTGS LAYOUT,61(tt1Gl!:G,CGUtiECf!OR UETALLSAND ALL D.CCE:S(1RY tAn7ERxd5T0 SAFETY CUMi'(ElE S FLQOR DfiArTS,SLOPESTSIAB(fcPPc StUN5 AIVD n_ _ B, „__y v� • :.JY.ne_. �_-A,g4w G.l,A_ ' ) {�srY;{e1/3)r �� � _ - ) itrltSED CUITD.s,cLKT1llLAt„Ju40 TLUMUI)VG STUB OU V%AND Ili_0 HERWUR%UrL.,cR()HS SCOPEGF RESPOdLSIUtLTI'r ��`'':s s, - .TEM,PROVIDE CALCULATIONS ANDOW:JWISSIGUEDANU SEALED BYALICF.IZEU FLORIDA ENGINEER AEGIS TER IN TILE SEAT •��a, �- - .tY AY_ P57ffK--_-.-.-._..`" r i�'•+-) NUrs nEt'uX1Rsr r,ELATED TO THIS E(UIPME14f SUPPLIER FOR SPECIRC REQLRREMIEf-&REreRENc:�. � 7�`� S'c'1 s ' _ _ - I.') -ST: 'Du,urzcetar:lL"aE«ache - ,g( i - _ S MASONRY OF HONK)A. 24. CONTRACTOR IS RESPONSIBLE FOHRFXEFYUYG,UsYLD.SDifY-,UN)CRdTIPIG.INSTALLS HOtiAND HOOK"UP OF ALL Y :•�'r ' _ S35.r iSiYFai4 i3.+yFa dr4l : _ -- , - f M. •r - --'-•^••-•-^•_• '�+.'S - fj. T --7F'� T i EQUIPMEYT ANU OrIifH OWNER FUiFi13L1EU lTE16. a'� (_. j (dt&-_1.Nr3Ap �rY_. ' r'�`.�Ild2, 'A;!'>'':' 5.1 },tASDNRYSHAIt BE CONSYRLICH.DW GRADE N,TYPF II UNIT:5.IAD UP INRUNNINGUOND.MORTAR SHARED TYPE 4104 SANDSHA._ 4 25, Mr4TRACTORSHALLREFE:t TOTIiESEDUCUMENiS,ASWF'LASSPECIFICA710N'3JORIDEN11FICATLONOFALL u - ' .. .... -.:t _ --- �p g! � 3t WOOD FRAMING NOTES:'THE FOLL(WING APPLY U)UMOTP:ER'ASE NOEEDON THE PIANS: .- t~1yJUE ' 9! }yeT.� 1'`t (Ilaw}irifit))r,,-.yoyuts531 - :___'_T��� _ .T.S - - AITA!NnNRNM1IM COMPRFSSNE STRFNGIH OF MiN.1.51X)pAl(AST#C170i AT 1B DAYS.SrRENGIHSt`ALL YEfl88D BY fY(LSrA TES'(aG. OWNER SUPPLIED ITEMS.CON RTACTOR SWILLVFRIFY Y//fHOWric"R,PR!OR'TDUHt)ERING,YJHIf:H(TEA TFIE L)bYHEA ! ! •.«•�- ------- [_ rcBste;nt..Da'axfrriaR a94§g, _______ - _.._..-. ____.);-. . ..,_ - _ rAA50NRYANUWALL ADJACENT TO CATHCD(ALfH(VAULf D[LHWCs MIST F]OEtD 70 TFIE CERAtLG, k SHALL SIJPPLY.ALL rTE,YdI`)U(MARKED AS•OWfiEH SUT'PUs`d'F-^E TO UE 5UPPL:ED BY TH£CONTRAC701L UNLPa; "'++�,-rte, ,..)-.,r' ! c Z 4 �,.,, - 1 °Y'i' jj/`' _ �.$AA.tb&yi),./ AU.WOOD FRAMING DETAILS SHOWN OTHERWISE SFALLBE CO7NSTRUCTEDTOTHE LLRIMUMSf.1UDARDSOF Tit 2014 HDIBDABUILDiRG NOTED OTHEIRP45E ALLITEMS ARE I'D BE INSTALLED BY GENERA,C rd7RACTOFL r / "' ' _ - 7�' T - S2 LOAM OTHERWISE NOTED,REINFORCE WALL WITH RS RFaUr AT EACHC'ORNJERANDAT 6 FEET MINIMUM VERTICAL SPACING.REBAR 5-iL CODE w/SUPPLENITIST,MM"04 NAILING tNILESSOTHETr'YLSE NYTED,SHALLOE COMMOeLCOINU)VATE TLBN2E AND NUTS Of AIA SUITS 2f." .VANIAJUN,L FSE SPREAD CLASSIFICATION OF IN TEn!ORA,ASHES SHALL CONFORM TO THE BUILU141.CODE AND �, ;,•• ). .JD . G 51 X: : : _ - '^ T 'r+ - _........ HDFIROMFC,O(NGTOUNTELANUIi(X)KEDATEACHtNO.N)RMMFALRECIFOltf-EWFIY,SM*IASUURAWAUL,SW.LLBE USEDA' ANDLJGSCREWSREARVNGO,Y WOW). � IBCAL.GOVEANrtIG BUIIDRrG COL'E5/O(U)LN,LYCES. �..__. . ' - __ _ _ _ __ __ EGTCALSPACiNG. 27. CONTRACTOHSHAUCE)PI'TACTTKtOCALRREi,Wr,tiALI AND PROVIDE AND FNSIALRRE MINGUi",HElr.PER - /�Cv' pYd,/G®TYTrF(Z _- - .' - - - - - - ---- - t 7tiE F!RE h1AN5FtA!5731RECT N,IiKLtDIri TYPE,gUANTITY,A?!D!L•CATtDNS.ASA YfI ltrdUAt CUrdT101CTOR 5tIALL - o,YT-t�� -) - - _ _ , ...1 _ _ _,.__.. .... _ -- .- __. _ .53 FELLAUMRS CONTAINING REINFORCEMENT OilEP.'BEDDED ITEMS WITH CONCRETE GROUF.PROVIDE CLEAN OUT}l01ESAftHHLRAa 41R WALL FRNiiRd6: ALLStU1)5 LYALLS SHOWN AND tdU(QftBNWLtE NOTEUSIALL D{2nt STWS AIS6'O.C.'RVU SKIS M81aMtdd 51W1 ! PROVIDE FIRE EXIII"S SHEDS tINANG A RATING OF 2-ALQ-DCF')REVERY.,,DUD-.F.OFF.SRIA AREA A,ID fRitJfl" __ _ _ _ _- {----� - - ' - .. ..' -. - CiL/5 CONWININ.IEIN(ORCEMtNi. ID Y 75 Fc T. -* ./ - ! _ - - -__ eE PROVIDED Af IRE ENDG AU WALLS AND AT EAQI SINE OF AUL OPENINGS,SOUP BLOCYJNG ftXt WODU COIOMNE SHALL Bf PIlWIO DISTANNCE TO AN EXTINGUISHER SILALL NOTEXCEED '' �+ Ctq ' - - : _ .... - FLOM TU SUPPORTS YELLOW.PRWmESWR)BLOCKING Of LINEN STUDS AIM MN1if!GFU OFAL STUDWALS O VEIt R 111N 28. POP•CONS PAUCTSIN DETAILS NOT SHOWN USE r,4E MANIWACT NDARD b_(11LS ORAPPADVED SHOP 10Eay2=,J(6 - } - - - - �{ � . - SA :AASOTIRYUNU5:1A'NASTME9(tM.filt()UT:WA,IA%1MUMAGGREGATF;lr 11.51111425DDPSIORASTMO416 HIRGAIT• DR(Yi16'LWDATA`SHEETs"IW ACCORDANCE Willi IRE PAGIECTFr�CAT755- "_- L.__ .r . _La.L'� LT:T.v'^J, .� - - - t- 29 CONTPACMRSHALLCONTACf,11UTNJrYCON Ev TO CUPJIN!EN c?RENT OF V,'URKTO VETIIF/ !� t' .$CiT-LE,5W�44, -.. .-'. . . .. - D. ALROWARU SOIL PRESSUILIF 1)0 T L - LOCATIONS OF ALL4NJDERGROUND U ALI RES.P:OTIFYAACHi REC-IMMEDIA TIPxi � [ VIN - `J`NF - Iffi ALLSTUD WALISSfiALL FAVE TILLER lOtNER PUCE A7(ACFBU TO W'cX)U FF 1rARJG UEIDW WTTIf 1f.1 DAIlSAT 1Y U.C.STAGGFTSED(XI TELY i<CUUFUCTS`EXIST B'•TLY£'EPI EXIS pp ." .. . -..,._.. _-._-__..".. ...._. ..-_...-_.- _ - _ , _ _ _ - BOLTED TO CONCRETE WiTI 1/4"X 1/ rAPCO,,.SA(16 O-CUUDSOTHERWSENDFFD. LE RUN OFCONSTRUCTION.AI P R�JG AREA PANE1cr)T ANDFYE`N(CONCRETE PADS _ UTILITIES AND NEW CONSTRUCTION,PATCH,REPARrL ArIDTOR 1z Dili ' d 3- A" SUHFACS AS RED'D:UPDid COrAP C r . 'j: " I . \1\ - SHALL TPINSITIONdSMOOTHLY. . DESIGNED ._ CHECFED - . . 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"" ... .. � ... . - ..---41�_A_4_ �4� ' OF. . - _. .- V Ito . _` � .j�- � C� ��' .;"..Lj--­­ - - - ­ ' . . L C1 __ ��81_ z j - ON W AMP , : . . " " UT: -) a "? I .. .. . .1 .. . . .. I NATE THE 51ZE AND NUTS OF AUL DOLTS - - .. . .I . .. .. I - i .� CODE w/SUPPLEMENT.MINIMUM NAILING UNLESS OTHERWISE NOTED,SHALL BE COMMON,COOIV1 . � �� . I CODMi- 6. . �i �_ 0 'Id S-0 (p) 6 0) 4 .- � . - 1, - ��,�., * AT_�6�___tw, � . A' fuc i k3 -5i -'-.a V ;T) tj .1 ." . .. AND LOG SCREWS BEARING ON WOOD. ... w _%_.- - -.- ., -) - - -. ��. .� % ... . - �. � . I - . .. �0_.wt�-� - - . . . . - .= LL V 0 . I , �.i ... ,I�...� �_ . .­� - .!'IV - . . - ; , ...14.15-mm .eftcfianAAd:mtrkjjjCwT1 41 . I - �& . ..- -1. . I . �­­; - ��___m---6--- ' . , i� -6 § i � I - � - � I . . - . - I � : m I � I - � 1.1 FLORIDA BUILDING CODE 2014 STH EDITION AM ydr-oke oibrim"o"ftmawa"iti fabelsdlwaetw4m -5; 0 C �, =3 th - < 9 I _ w % i � . .' � ;F?lk 1, I D�A - �- - .- WALL FRAMING: ALL STUDS WALLS S14OWN AND NOT OTHERWISE NOTED SHALL BE 114 STUDS A'16"O-C,TWO STUDS MINIMUM SHALL I . - . � .... te-wifn mri-and"I .* ... � &P�h-thlovi..W,::-,ILrr"sa,ytt4is 6 �i .2 0) lie I .. ­.. .� I 0 *t; ;> - .. . -, "' . code v i4 11 N a 0) 5 OD w 0) , - v - , . . . ­ . "a . , . , A .0 -tk;�.-.X-,�,_. : - . n*1100 In Am"Race� .1 m 0 aj r, . . , , � ..,-- vLr-�r�.-,,�- -#,m.� RE (A 2 , 'di If " - A 4,;, . AS MW ;r Z*_` 20 0 10rfA 06,011" s4l :A CF. 9�� *; I. . � 1. 1. R .. .1 __ M 4em4&_,_-r_V_L ---�-t-���I�_ _m_ 1,2 BUILDI 4G CODE REQUIIIEMEICS FOR REINFORCED CONC TE Ci318-14) BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF AUL OPENINGS�SOUP BLOCKING FM WOOD COLUMNS SHALL BE PROVIDED 1 v4 the 601, Pre."Imml4eOrmw tpm- Amonson"ArIlpyl. - 9 . - I - _7 ... . : : _ I . � , w . . �. I THROUGH FLOORS TO SUPPORTS HE LOW.PROVIDE SOLID SLOW DIG BETW EEN STUDS AND A,I ID-H:115HT OF ALL STUD WALLS OVER 8 ft IN . .. . � . - 5 � _j r I - - .. -�', v a' �k-� Cni-04 1 : �!. ST . . ,� I (y � 0) � . E - . 'Y10 - .. � ,A_!*�� -,mt!�- ... - ECTE 00 R SSES" TRUSS 0 ME � . -C I 1-;.�X��e2L� fsf)k j:ts=4,,_ , t�;-�-ff. .f%A--, .�= . HEIGHT, .. - . .�� . � 10­=. .1 V_ .Z1.I� �z . _ . 13 "DESIG N SPECIFICATION FOR U15.14T METAL PLATE CONN DW DT U BY THE PLATEIN ITUTE(TPI)LATEST EDITION D O� _W) . C4 b - ` .. . ..- .. .. . I ( � : 1. I . . I . � 0 - n C11 I . - � � - . - . � it) A- ... ''. It . . � A,- 11...­ � . .. . . --..- �.: � _. �� I . '� FhC 20M 8 314.2!��Detec�-n S-qrzlom - - � � I C: w C) a L� . . -3:t? ,__MII�tg, -C- . � - ���� . .­. I. - --ft- I.-t- I 1 2 DESKiNCRITERLIV ALL STUD INALLSSHALL 14AVETHEIR LOWER PLATEATTAcviED iowooDFRAmpm BELow WIT-lad NmsATir o.c.STAGGEsLFD on .. . q .- . LV a- fr , . .. ..­..... .- . � : . .. 11 - 0 r_ 1� . I.... . �I . . w Q. I . - i__Iw�.�__U_ .1 ... .... 4Z . Y'm- � � .I .- � . CD 0 In 9 � .. . .... . _. . - BOLTED TO C014CREFE WITH 1/4"x 3-IW TAP CONS AT 16"O.C.UNLESS OTHERWISE NOTED. mmshalalbeem . sp,,,e,-j".jR,jjgjj,0t3fi* � I r_ _j EL . � , I ­ . VOCM�Wfth WMA 4-1h PA lix li-I - � - 1. . - 2.1 FLCa S -IGO PSF JVE LOAD . . . . I M-11kealanTus i.�,r.vt,oAoblnatloo-eloi.sriril3ketwti�et*r- ;� - 4e��>-g ­ . . 4 � - .. . . .. � . .",� � A I I % - . �:' % ,�-;�-r,fm-A Iti. :e-4j�4&. L4!; - f"dq-% i2v 50�j­lf 2.2 DMVE1 VAYS -250PSF_1VT LOAD anit.*vili-b,ill-nuiitiwil,a�j&,�-Aji srt,�fte . . . � T . - .­ - f . . I . % � -.1. . ... .-.. .0 .11AM -towenfa. gyllolto6A,ily--ql.s,&�)altbe:,P"-- ;�"*-I.,rf,.�ehtmser,d,l*,I*4,Tri)- , . 1. I 4 as!Irm d by this . - � . f 2-3 ROOF -20Cut:ONCENTRATED LIVE LOAD MEMBERS OF BUILT-UP POSTS SHALL BE WAILED TO EACH OTHER WITH 16d AT 12"O.C.STAGGERED CEFER TO THE PLANS AND SHEAR WAUL - � . . . - - . � - . - . . r�6::­ . . � . ­ -1 � , .1 .. . . I . . . ­ � � - - .� - 1. ... . SCHEDULE FOR REQUIRED SHEATHING AND NAILING.WHEN NOT OTHERWISE NOTED.PROVIDE GYII�UM WALL BOARD ON INTERIOR , '00"Aftesame Im'"A dlumtt6daww -3 .1 I ' .1 I . . swTOWS1411. .. � . I I 0100 404 11 fs - a�m-TA1 . - f .. WIND -245 MPI-3 SECOND GUST,EXPOSURE'11', . � . - Ov . - IOWA -'ttibiowan-I,lr.���-A�W,,,-t.at;;Um"i�v.A,�"""2 LW 2A SURFACES 14AILED TO ALL STUDS,TOP AND BOTTOM PLATES,AND BLOCAING virmt-wL.-AT-ro.c..'SE5dtoMEitt4AIL�,v�ORSIV",%Iiz . , . .hV, . . ..1 b .� � � I . I . AND 6d COOLER NAILS FOR WGWO.PROVIDE-PLYWOOD SHEATHING ON EXTERIOR SURFACES MAI-A)AT ALL PANEL EDGES AND ENDS, -Ulfh,. h) .. � � ­ I'll . � . �N_30?;Nlry fio"tj " -suawrign?"Is"'nis Qms,204iF�34C-D1nbma1m:imf , 1, I �� �*4�_ �_ , SHINGLE,15 PSF TILE * d .. I S 444&wund aw(fibIg siofflip0or - � lsefsl it sah-w-bwoMe. k" _z. . "`� � . 2.5 NET L PUFF DF-40 LOADS 10 P 1; (BLOCK UNSUFLPORTED EDGES).TOP AND BOTTOM PLATES WITH Bd AT4-Ox.AND TO ALL INTERDA01ATE STUDS AP40 BLOCKING WM48 . . � I . -;n . �1- ev . . ­. 1� . . - -IV � : . . . t I . . . . - �m_.�_- -. 2.6 STRUCTURAL DRAWINGS SHAL_BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDIN13 AND CONSTRUCTION. FLOOR AN ROOF FIRAMING:PROVIDE DOUBLE JOIST UNDER ANDAROUND ALL OPENINGS IN FLOOP:R ROOF UNLESS OTHERWISE NOTED. I . . I I .- .. . . - .. - � I .. .. . .. _r I . . I . .. _*P .. -*-' . CONFF ACTOR SHALL VE41FY DMOENSIONS AND CONDITONS FOR CAPABILITY AND SHALL NOTIFY ARCHITECT/ENGINEER OF DISCREPANCIES PROVIDE BRIDGINGATfift.O.C_AND SOUD BLOCKING ATAUL BEARING POINM . .. - . .. 10 7i . � . ,g _� -4 .1 . .. ._,*.V�� *fn*4016L�'J' In r,MhM 150033%11�IVPA A "too f 6 . - _� . : AT 8'O.C.ALLOW 1/8'SPACING ATALL PANEL EDGES AND ENDS. 6 f�"a C 0 4 P 11 ty a W,I-WWI L,(i b.V*i i---I i q ine w - I � .1`1�z __ `:�_�_ 8:perrmiont buro. w � I .. �'4,, :=___-,� . mmah's mr sl h :ni,o�itit,omdhywttmiro,l,eoaulaeml;lfj�". - 1 ,5 , I . . . � w .. . . .. SrAfwl aa"'hL I� . . .4'. ,Cio .4 . . .._�Z_ C_,� i PRIOR rOCCINSTRUICTION. � . I . . � .0)�4 L, � I - I U �1. . .. . . � � I . I 'd � I .1 . T__ 4t, � ,4e.. . . w � , .. .. ., I . 149 � ;4 i � � -, .� . .. � -t- . A-N�je- - 1 2.7 CONTRACTOR SHALLVERIF)f A-.JL EXISTING C01401TONS PRIOR TO COMMENCING AWWORK ANDDEFERMINE rr1E LOCATIONOFAUL TOENAIL TO SUPPORT WITH TWO 16d NAILS.ATTACH TIMBER JOIST TO FLUSH HEADERS OR BEAM,'NITHMETAL JOIST HANGERS IN Eme � - � I .�g q - R 13- ,I . . I I" "M�m:-!;,qlo,lx-t.:M.l�Ar4.l,i!;.NriI W�q m".jj7gtjj,.: 7, �� M ;J7 -8 a .. , - .41A t I � , .. - ADJACENT UNDERGROUND U`1IjTvEsPRtoRTocomwwm ExrAvAboN,AND NOTIFYARCHITECTANGINEER OFDISCREPANCtES AND ACCORDANCE WITH SWEDULE.NAIL AUt MULTI-JOIST BEA1615 TOGETHER WfTH 16d AT 12'0,r-.ST,L�GERED. MOT'rerm-1jus ofs. t , $014A , - .... eE . . I I � . . . . . .I . . CONFI x1m --.1- t� . . - -A Q If 01 � . . __1 .. . . . . . n . . �. . 1. . - . . 2 .. . � �* . - - . �_I . . �. _EMPORAFrf BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL AUL FINAL CONNECrONS UNLESS OTHERWISE NOTED ON THE PLANS,APA RATED ROOF AND FLOOR SHEATHING SHALL BE fk%CED WITH STRENGTH AXIS FOC 2014 W14.3 WcAfloh . . . -1 1. I - . . . . . � .. 2.8 COHr tACTOR SHALL PROVIDE �w I � ,g f I f4z:.��`.: i . I HAVE I HEEN MLIPLETED IN ACC.-ADANCE WITH THE PLANS. PERPENDICULAR TO SUPPORTS AND NAIUED WITH Ed NAKS AT 6'O.C�TO FIRANTED PANEL EDGr-A14D OVER STUDS WALLS AS SHOWDI . . - 11 I- -d >.�d .6 r . .�>--?,* :t 1 4 en,z.z'. ­ ... ONPLANSANDAT12'O.C.TOfNTERMEOL4TESUPPOffM.PROADEAPPWJEDPL'PjVCUDEf)GECUIS CENTERED BETWEEN JOIST/TRUSSES I .. - I -_ s , �. .. , IZ--. * .. .. 2-9 CONTI ACTOR SHALL BE RESPONSIBLE FOR AUL SAFETY PRECAUTONS AND THE METHODS,TECHNIQUES,SEQUENCES OR PROCEDURES AT UNBLOCKED ROOF SHEATHING EDGES.ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED rOuGUE-AND-GROVE JOISTORSILAUDE - - - M csk -jbi.�m 'JIU.- , ... . '9. . -1 gz� I sjyh*q 2T.M. -sw)be In s1fed lrai*&V ifg ��, �� ? � Lo . _. I . � * �P. . - � Y_ I *4� -0amth :219 - Iq I 1. I . . . . �0 R � - 49:_ _ . 14m REQU11 IED70 DOTHE WORK, SUPPORTED WIT14 SOLID BLOCKING.ALLDW1W SPACING AT AUL PANELIFOGM AND ENDS OF Ath;OOF AND FLOOR SHEATHING. . -9 9 - -1 .. a - mq-�45���, ,.V. . - srr-44-4�-_� 'TOENAIL - . : � - I 3, f�. I .. , I � � . . I -1 - .� . 4&L-loor. �,- ow .. .. I A__40_411410 . B=KINGTOSUPPOWS WITH(2)-16d AT EACH END OR AT 12"D.C.UNLESS OTHERWISE NOfED. (1)teveact)00"MO.M. . - 1. �i P_ 6 9 : . .. ­ ,aj;4� . - . I "� 9 I '� .� -1 _. __ ____._­ - ... I. . . . . _�__4_�,��____,._,sm- � �. . - . I .1 . 2_10SROP)RAWING FOR SrRUCTUP.AL STEEL ANDCONNELTOR PLATE,WOODROOF TRUSSES AND TJ1 JOIST SHALL RESUBMITTED TOTHE I . . . 1. � . _t_ _ - ... , .. "I'll, ­ �� , ..--- , ....- . ­........­.�.. 1. . . . I . - .- . I .. I . � .. 0 11 .I. - - - ----.,, - I - . . - -*--- �, : EGISTERED IN THE : - '. : ,,, 'i : . a) V. - � f] I .. r -p- � ..1 -­­_ ARCH rECT AND/OR STRUCTURAL ENGINEER�AGIIED AND SEAUED BY REGISTERED ENGINEER AND/OR ARCHITECT R . : .. : : . ; : - . � . . ..... . - I.- w . . � : : � \ III b I . ... . . I.. . , � �_____ -....! . . .. � ; . i . .. . : . � . I . A -t- . I..1 - - . STATE OF FLORIDA FOR REVIr,4 PRIOR TO FARRICATON OF APPROVED OF THESE ITEMS AUL SHOP I : : �..1, : : , ; .: : 1� -h:saPamte.fJ41VqAjn,5 areal6lb" vmw44 vou-jottivird �, - � � I , 41 '. . , ,__ - � � , - ­ � . 11 Iffin tuaie . -4 J � .. �j " . . I - 41.4 ! �,�., . ,r- MVAW&4�i4x_�X,4*,� �;� --V­4T44ff-z, i- iwk_7_4*1�r Z . .1.10ell . DRAWINGS SHALL ALSO BE SUBMITIED TO , : ; : . � . 1-1.1 : I -_... owe'do,484 _. ._3 'g. I . - I -,:-,e, mr- .... - 41A, . - T14E BUILDING OSPARTMENT. , � . �__., '­ .. � ­� . f �. - � .__-__ - I '' � .. I . a � ,,, 9 � I . . .._1'.4:� -%f . �. -,-� -­ :-­­, . .. I-- 4t� � - � ., ,a � � ,a �n .I . j . ;�e: . I .. . 1. . � . . : I I . 45�A ,� - I .. � )RANVINGS REVIEW:DIME - .. & hrt -j . . .- _n . . �.. . � .� . ­ ...� 1�jg _r_Wj . '. , 1� M N .. 1. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS&INSPECTIONS REQUIRI::FOR CERTIFICATE OF - 'Well, �W_ II9, � . � I .. - I . . I , )jwe�lllcha"tw"_ :"tarvomm 1: . I I . . is . .� 2-11 SHOP NSIONS AND QUANMES ARE NORE REVIEWED AND STAMP DRAWINGS PRIOR To REVIEW BY ENGINEER OF 0 . U � amy, Una habitab, . � L R �- RECOF D.SUBMITTALS SHALL N,.'.'WDE A REPRODUCIBLE AND ONE COPY.REPRODUCIBLE WIUL BE MARKEDAND RETURNED. . ..1e-S_q, k5hk4tV4djjjk=1Uej- ._..-. p4w,sand. . I . � . _a -S . . 8 A A I .: 4 ! 0 1:�p�,-���P� � .;4re, 4� - � 10 - unim - "g .9" � Q I . � .��.. 5 &I! ,.- . 1. - .1 i r�.-1 I .1 I a.. ­ ... - . . . . 1 OCCUPANC(. ..... .witable an"It,Tj -. 0 U , * 'U * ... I ­ , ., - .weffl� U'reWO11r)g-Uy-lftWitil,IP,Utk�gfga�)AX4,,'hoUt,,,Y,�,,-,T,,- 'aij�0-T-L-eiwf�.,ofaAmw�.I.A,�er,iboo�� 0 . % � 1. �=� -,gq q Z5�;,4� X . � " � 5 -OF SUBMITTAL BY THE CONTRACTOR S 11 . . .1, - 15 .L .. . )�)_?.q . � ca. . - � - - ., I . . - I - 212 SHOP)RAWINGS SUBMITTALS-WCE=BY THE ENGINEER ARE NOT CHANGE ORDER&THE PURPOSE D,AND TO DETAIL ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF FEDERAL,STATE�AND LOCAL CODI`�,LAWS,RULES,& .. � I e - s. �, M . . - . .1 i . ti - , . To DE vjoNSrRATE UNDERSTADOING OF THE DESIGN CONCEIP`F.THE MATERIALS INTENDED TO BE FURNISHED AND INSTALLE .L OF CONFUCT BETWEEN Aztm-1*q-ajFj b-shmeadmith-0-uw - 4A4 � & .160 . AD 1. . I . .. . tw �. � -61 : - . ,4 a . ;r-1 . D1 METFIOD&IF DEVIATIONS DISCREPANCIES,OR CONRUCTS BETWEEN SHOP DRAWING . prit.,4.- !,Vffke Jay.tjj a:44-9 09101J.0 r 401fe I a mwej"itt'jo aw�lmoweoeivga , :I-.9*E1.1 .i� R I I -- g! REGULATIONSALL LEGALLY CCik,GTETUTE0 PUBLIC AUTHORITIES HVING JURISDICTION.INCA.� , I - 0:r* I�­ - �0 T14E I?TENDED FABRICATC1114 A.AO INSTALUATO . � . .4,---1e5---n%www,g . . ;,; a . . r - A w . w"D � . . U � al 18 . . sLmm TrAt AND THE CONTRACT DRAWINGSARE DISCOVERED EITHER PRIOR TO,OR AFTER SHOP DRAWING SUBMITTAL ARE PROCESSED REQUIREMENTS,THE MOST RESTRICTIVE SHALL APPLY. - .. .. . 10 �. �. . -r X 2. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE TEMPORARY SHORING AND BRACIW-�OR ALL STRUCTURAL � -%% amir level. I�d ;I .� o � , - I I -r- . . 4 _0 /�Ptr/ ; I �� , . �ftlfl story 1-below 11fa ­ ... - . i I : 14 . Ile i n sy THI ENGINEER,THE DL-AGk:)RAWINGS AND SPECIACATONS SHALL CONTROL AND BE FOULOWED- ; � . , , . �I -1 . -1 I ELEMENTS AS REQUIRED UNTIL NEW STRUCTURAL MEMBERS ARE IRMANENTLy INSTALLED,4HETHER INDICATED ON . . � . - . . � _ t 5 - i I I i .w �& - . I : - . THE DRAWINGS OR NOT.IF THE CONTRACTOR IS UNSURE WHETHER OR NOT TO PROVIDE T.-M. PORARY SHORING AND I. � . g 1 A-1 A. � � .. -4,� i "O . � � . � U. . . . . I . ; 1,ME N OF R '.ja FV%ift- 0;7 a 4,�W. . - . - .. ­ I 0. - . - . iT 3 SOIL-FO JNDATON NOTES RACING HE SHALL ASK THE ARCHITECT OR STRUCTURAL ENGINEER,IN WRITING,PRIOR TO r---I NCEME T WO X. f8c.24141 _914Ja�I A raxd� j - - pasirs . 9 . J.) T . RW .. - r - � . I. �A � ... . 3. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND CRITICAL Oj�,JENSI:DIS PRIORTO .. . . . �.. ft'i . . -____--------- .� . .. _t� . � - "VA. .. 3.1 THE T,RUCrURAL ENGINEER ADO ARCHITECT ASSUME NO RESPONSIBILITY FOR THE FOUNDATON. ALLOWABLE SOIL AWSSURE AND PILE . � - ,. -0 .. I----------- - � _� . .. � . - -4_._.1& -R -!Es 10 0 E[ANG .. 11 ltv " . . MMENDED. COMMENCEMENT OF WORK,AND SHALL NOTIFY OWNER&ARCHITECT OF ANY DISf,IEFAW PR RT PROCE - - I . �11�,__".I When ap-em1wr, req�ltmgov 0 fac, .of . - w resmus,-or adwrasons wasaou�oyaqy on . - �,k: -� ­�, CAPAC ITY LISTED BELOW ARE AESLIMED DESIGN VALLIES.VERIFICAPON BY A QUALIFIED SOIL ENGINEER IS STRONGLY RIECO . rm1t0r_f;*j-r__;4DrVjhQAVyA 4X90-1,10-alven'lig, . . , r 2-k-Am �, . . ,a - ... I - ­. .. �sk!, ::: - . � . . . WITH WORK- -�.WITH OWNER,PRIOR TO � .. I , . . I I r -2,0W pd 4. CONTRACTOR TO VERIFY FIT&FINISH REQUIREMENTS FOR ALL PROJECT COMPONEN eWsftg dwAi-I'm -.Iti,:�,,,ti,�l.lital,d;t,itiMag * , , *, . ,q-� . 4 1 , ,ihio. I . . . , x;� - *.. . , A'-�I VABLE SOIL PRESSUT BE ORDERING MATERIALS.REPORT CONFUC TING INFORMATION TO OWNER PRIOR TO PROCEF.-ING WMI WORK. .. I ­­ with sWirm Im."Ied assopirea for how"41m.g. I -,.,%011 11it'l - . � I . - .. a . . I 11 be"0000-1-1 viltb's t .: 0 �0 ��,,, ' I . " �� Of i : - I � 9k I. ."% ... ­ I �= . . S. CONTRACTOR SHALL DISPOSE OF ALL DEMOLITION&CONSTRUCTION DEBRIS AS RED.HIED BY FEDERAL,STATE . � ,. q ­ . J I . . � �/ - .1 - .. . - . �..- --�-�40�, �� � - . .. - *�`4-,�"' V I . . -, ... . _::I_ .- . � . I I. ...... .. :" AND LOCAL ORDINANCES- . � . ... . -% 1, � , , . �, I .. ��� �. . .. , '. � 2 . Vt " 11--D . .. I � . . , , - , . l-, �. . jEx . . .9, - .1 i, . 6. ALL TILE FLOORING IN WET AREAS TO BE OVER WATERPROOF MEMBRANE WIEPDXY 43OUT--TYPICAL . . ,. .-i I - . .. A * � _. . � , I . - . . : �. .� - - ��_ .- . - � -4rrl- w- � �!�.-%, to . . .. 7. CONTRACTOR SHALL STENCIL/LABEL ON ALL RATED WALLS IN CONCEALED AREAS THi�=owm:"FIRE AND � � I . 14, Z., wln�� -- �. . - . � 4 41j . . - � . I I . - . I . "I., A ly - 4 CONCRrrE- (I)IN13y.*g�lavwvjft,tttee,r�-2it 3wm_V0f4�*w1Tngj,sr,dj,Vjw* to *f to qj6Vrsh4fjg�3Lkt ... .. ... . `3�� . .. ­zs�. 1.. .. ___ I . . q t SMOKE BARRIER--PROTECT ALL OPENINGS." i ��!:.-i=1-1'. � . I .. t ..rh 0!#Oko fhoaoolf wil or-Top-11g.ginism.of =0:_- I wt kr, �� �. � B. BY THE USE OF THE DRAWINGS FOR CONSTRUCTION OF THE PROJECT,THE OINNER R,.:IRESENTS'FHAT HE HP.1 � . -J ­ - ='CILL), 0 - � I REVIEWED AND APPROVED THE DRAWINGS,AND THAT THE CONSTRUCTION oocumEw V, 1w � * \�\"A -�P 0 k>_? , . .- Mil AT 28 DAYS,400D PSI(NORMAL WEIGHT)(U.N.O.) -, Indowt , doon"'Ortl x-mlefflu"of a jposdw tied;,0*tw ey-mosmi for tile-Y�jg4 '_6T4--j -;.Ufj"Ljjj'�&_"P,edj0H, ;..s..-, 0 11-1"a 'al - *11& , - . � I .; 4.1 CONLI LEFT COMPRESSIVE SrREOPG r PNkSE OF THE PROJECT 15 A . - � - .. .. - . � .. - - . - - -4>&-:V.F' ­�rwx,­-f . I . 4.2 HEM FORCING BARS.ASTM Ae-5(GRADE 60)Fy=KODD PSI COMPLETE - . .-..tt ­ - ,r!,..., , . % -. .il I I I . . . .: �. I 1 i?1� 1. - . I � % - . 9. CONTRACTOR SHALL COORDINATE HIS WORK WITH ALL OTHER CONTRACTORS FORNNiING THE LABOR, . . . 111`�k_ I I :11 , . 1� - i 3 3 . . 1. . - ,�-.'6,. N j 1-t % I , . -z..Lu <� I � a , - I . Z . . : . - , � I - . - -9 43 WEU)ED WIRE FABRIC MWFY ASTM AIS 5 42)Inswisillon,vitomsensor, y.,f. ­. . I ­ . � .I 0C_1_4:1"V___1?_� e; -11-4-.e- V� .. MATERIALS,AND ALL WORK,SO THAT THE WORK ASA WHOLE SHALL BE EXECUTED AND COWPLETED WITHOUT & t h, kg�j'*" - "X \ , 1. , I.K, � � � . .. . � . 0 � - I wo-sib'�0*n0fils :iiw.emnit,-tvio'eytt�,--Tjr,g.d,lo-m , --Ii;i�-2i4altili��iLiei!,-�$i�ZZ*f h ...*, k . . .. - _Vw* ��W__ � I- .... . - . .. . . .. � 1, " � " � , .,;:;),�.6 � . �� 4% , - . �t# : - ­ *'-' , CONFLICT OR DELAY. I IT RAL, . - .. . ; _�11 P . t_j .1 .. .. . - I - ; - . 4A DETA[L REINFORCEMENT IN AC.:=DANCE WITH ACI 315-M AND 318-a3.LAP ALL CONTNUOUS REjwFoRcEmENT40AR DIAMETERS OR 27' 10. CONTRACTOR SHALL COORDINATE THE REQUIREMENTS OF ANY AND ALL DRAWINGS 14CWDING ARCH ECfU - . . � ! .. - %r_1 �� il- I 11 . tj I . ­ �1. , - . . : 9 A .-, F -.-'z TiONO THEOW .� .I i � - Jit )JI1. ,\� .-, . - .. �- .: � _., I MIN.LAP ADJACENT MATS OF WEEDED WIRE FABRIC A MINIMUM OF B"AT SIDES AND ENDS. MECHANICAL,PLUMBING,AND ELECTRICAL.ANY CONFUCTS SHALL BE BROUGHT TO THE A _N F 14ER& -.0 , R31 -Power Sour w. ; - I A i , �A I . a ARCHITECT PRIOR TO ANY WORK, Fec.2 1-4 I . � . I I. 0 � . . .1. . . I �* , �,p � � � � . . fiwaffla .. - N, � . �.. I ____ �. * -V�j, ,% . . . � -IFORMED SURFACES,EARTH FACE 3-BOTTOM IND SIDES.AUL OTHER 11. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ACQUAINT HINISELf WITH-.4E DIMENSIONS OF ALL . . . �. - - . . . . - j �. I - - . MEAM. FOCTNGANDOTHERUT . " I N . . .1 I 4.5 CONCRETE COVERAGE OF REP,�ORCE 9 �� .1 - v - .. %,, . . A �. , . ), TRY INTO THE FACILITY snwft- akirmsdmilref"of"a '41rinis"fiva frelfi*swif(j) uk"m sd-**V*w - 4 o- . U) \ '. il" ,� I � JA..- . .1 .i .. . �. � SURIACESI-1,5". EQUIPMENT INCLUDED IN THIS PROJECT SO THAT PREPARATIONS CAN BE MADE TO PROVIr-EN �r� �: Of, affv .. . whan, -a _j hlj&--�-wml ft -ya scamlowet))zwrc% . - . �, � .) 4 . - ... I - ;V\_1Nqz_­ r -, - . --... A 46el - I. f i WITH SUFFICIENT CLEARANCE,AND TO ENSURE THAT ADEQUATE FLOOR SPACE IS AVAILABI: 1. wto - .,. . - . .. - . a% - I :­ . t witi-viflarl P?j8"pw,Pjt.;r Is I m twl,040.... , ; 6 �� I . I '. - - 1 12. CONTRACTOR SHALL NEVER SCALE DRAWINGS.LOCATIONS FOR ALL PARTrrioNS,WA;3,CEIUNGS,ETC.WILL BE �3 .. . . * I. I __ - 0 . facelve 0. Wof a Muftmrla vifemm 411aft ba viansk&,00.am mi'atimAt,0,t - %14 - -I'.. � - _ �,ml � I �, ,;:..w..5f , , ,1-----. 4.6 EARIHSUPPORTED SLAM(IW--LUDING EXTERIOR WALKANDDRIVE SLABS6"THICK MIN.REINFORCED Wrrti6)t6.W2.IxW2.1 WWFAT � - . I . . - .... � - � . . , . I � Of DETERMINED BY DIMENSIONSON DRAWINGS.AWSUCH DIMENSIONS MISSING FROM THE:"ANSMUSTHE BROUGHT - . It ". .k� - -I- 1�v .. 0 .. . .. Ix I . - �..0 .. m,b�o_-t*'ps., U . _,�, ��.. 0 . .; 11. .. MID DEIPTH OFSLAB.FlnER mESH MAY BE USED IN LIEU OF VAVF AT CONTRACTORS OPTON. TO THEATTENTION OF THE OWNER&ARCHITECT IMMEDIATELY. 04 sv th f I t*,To.tef�o�WJAWVVOMrrtmprDiait!zy,7-3� LU . . 5imj1nV.-&--YV' vjt 0 -, .1irgy * I .. I .... . .1 , - . ..... .. . . � . .. .. . � . lwt� I . ... �., . Z�1�� �� ..I . , . � .f�, -Z911, �,w 1 N % . . .14 . . - . i, .. . 13. THE CONTRACTOR SHALL ADHERE 10 THE DRAWINGS AND SPECIFICATIONS,SHOULD,.Y ERROR OR . � In . I .. - .. .� 14?4f_ � . T .1 4.7 CON CRETING OPERAFON SHA_;CrAMPLY WITH ACI STANDAR13S -.S OR SPEORCATION THE -. � , . � � � . .. '. ... I I -N � . . ."�,,'d- , . - I I . INCONSISTENCY APPEAR REGARDING THE TRUE MEANING AND/OR INTENT OF THE DRAWIW s� I .. � , . . . . , .� �\ . 4.8 LAP tPLICE SHALL BE AS FOUL::IWS. 416 BAR 42".415BAR 25',#3 ANDM BARS 70" . ; . . � . . z 4 . 4 ; �" ,1;�*Tg . 4. . ... � 4 AXEAW%IECESSARY -to "O.4r. � . LU � , .X. Itz 4 - . � '. CONTRACTOR SHALL IMMEDIATELY REPORT SAME TO THE ARCHITECT WHO WILL M ft pnon - . " .-- .. �_ . . I (L) - � . � �*� ­ . � . .. . ,. . I . �, � : - . . ... .1. ... �... . . . ­ : CLARIFICATION,INTERPRETATION,OR REVISION AS REQUIRED. . I � � 7� _­_=�­:­­ I q 43 SOIL TO sETnEATfD FOR FERMITES PER FOC 2014. . 1. - , . � - . a - . , � ' - .. tu ; :i .. . . Af:h. - ;;, T'111= .j� _� 14. 11:THE CONTRACTOR DJSCCVERSAN ERROR OR INCONSISTENCY AND PROCEEDS WIT�AfORKWITHOUTNOffIFYING - . - - . � .1 , _. A �:.., . . I � � . iperated ahm lw� * � ... . . . . I . . . THE OWNER&ARCHITECT OF ANY SUCH DISCREPANCIES,HE SHALL ASSUME ALL CHARGES m40 MAKE ANY CHANGESTO I Ll - 11twItimbe1aftetyr, - _' 0 01 . .. -1 SZ60*5100m sheq:be i V 0 V I.- 11P U. - % � b , - . - LA I . , , . _;wylo �+-O Id M blAdWIV84 VAtiltm.fAmr-nertiol go, : , . % - * - . . :, N ..'A , 4 . - I IED ON 711E DRAWINGS SHALL BE GROUTED WITH H5-20D BOND_EPDXY BY BOND-IT FASTENMG SYSTE MS, m . I . � .. ,- �­ � � I _0 . -, - � - . V: . I 4.10 EPO)Y-GROUFTED ITEMS SPECD: OMM DA WS HIS WORK MADE NECESSARY BY HIS FAILURE TO OBSERVE ANDIOR REPORT THE CONDITION .. . � _j - . - - T � .- - _ �... - - .. CZ 0 .- . 11L � � 4) . ADHESIVESTECHNOLOGYCOVZORATON OR EQUAL INSTAUL IN STRtCT ACCORDANCE WITHMANUFACTURMFIEc EN TO 04 iNALLASK THE ARCHITECT . ___�( - I 9) � - % jtf . . 15. IF THE INTEW OF THE DRAWINGS&SPECIFICATIONS PRE UNCLEAR,THE CONTRACT - - A. �_, - Yo f�Ing-,- - I I 00"ardmArl 1-3f"k4ftW"tnafttejdsfltV-.Yetb5h.=Itmt-,birr-equl"V-�t�I tbe-.tdti-�ratiomorisi$Mlradonoi�.irtbtit,it.Intif-z 277 - , -, � � .1 .- . Y!:;�6r,"OU-1-..Pj '��_I .- r . L � , w- .* .1 I . FOR CLARIFICATION,PRIOR TO PROCEEDING WI TH WORK,IN TIHE FORM OF A WRIT FEN R.F.:REQUEST FOR �. . . Y:02� � : .­ . Q I, - � I .. ... Ir ," �_­;-_�D��f - ' . �. . . . . 1. ... �.�. - . 1. .. . � 1:.: j;0 . � *1 i k � INFORMATION)-THE ARCHITECT SHALL THEN RESPOND IN WRITING TO All APPROPRIATE P-J rif-Ir- remow �law w - . : -1 (D - .. I . .1 � - '. '. '.�f , - ... Aof to. mosarogIfe-5firds - ,--a CE V.- I _ . lRde:24.0 A-01 C�1 7/&V f . .. '. 4 _-Ir 17.CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION Of WORK,MATERIALS,FIXTURES:TC-IN LEASED SPACE , � . has i�, the s4inemm,Un ih-wougo'nuir,cmwl A*0.0)r bin.,"mewitavoiMble I -:� - � � .. 61 . . . - . . ­ I ­ ;' . .- �'.. .. .."I�,�­ I . I . -; 0 . . C.zht$ .1 . C) 1. �:._ I� z.i",­ .�,,,_. -1 . . I . i . V FROM LOSS,DAMAGE,FIRE,THEFT,ETC. wmen VAIlth could v -,s ,IorbaMv.,Itlt;c,,vAthw,o-ti,i---�;-r o; joy j,FepLi,rj6,r'g,r�j: . �, "e, �. "q IN .'- . � 1, fja� , . .I I I . . I� .. . i w- -, . ,-- " I : wt shos� �. ,--; . . -- :�,o - - ,�*:'�L%�­ . . . I . � � 4.-:..,..�,!-, _ -,. �,,,:�� . S.,.;.?,, - 18. WHEREVER THE TERM"OR EQUAL"15 USED,IT SHALL MEAN EQUAL PRODUCT jZAPPP)VED IN WRITING BY : - .. .I I I .. .. ...... I . - ;�,-,�,.,.V,,.,--.;.-�,.­ 4 �_ �r''­�,.A� . . - ­�i4z ,� , � , ­ 5 . . . .. i . .. .. � -4... � ­­�. . ­�:. .. - � . � . ; . . - . _Z. ,��, * i I . - I I ARCHITECT. . . . I .. �� .:�. .- . - ­ � -.%-�%:IoL-11 , - � . ,. w - . 5 MASONRY 190 THE CONTRACTOR PROPOSES A MATERIAL OR EQUIPMENT SUBSTITUTION HE SHALL Pfe'VIDE ALL APPROPRIATE - 1. I �_ - I._ ... � - 50. -it-fdr . �nf!smd�wtilb-sivf-,Ia.gjnii�ti,761pglm�6pa,ir.,--.Ij?61e-;tf,-Ot.I _411T -1 In 14L - . . tt.� "fartzi W,�l��,;.-I���,,.:_�,'-�,,.i,�;L..: 4�.'... '90.-Ira- 13)()M-4-1048.04 two ly 01mmij. lw im-s 41w_10; ell 111 V -ff rida I . .� 1- - .� .-...� . . .. : - - !, __ 1� . IWO.4e� IJI- . � . .-_.eL4.r .. 'TYPE 11 UN ITS.LAID UP IN RUNNING BOND.MORTAR S14ALL BE TYPE M OR S AND SHALL DOCUMENTATION AND INFORMATIO N REQUIRED FOR THE ARCH ITECT TO DETERMINE WHi­iER OR NOT T HE -- I I .. . .1 ��-- . � - .. R . .. . .... � . ... - � . - . . . . I . � 7 - 11 �AASOIJRY SHALL BECONSTRUIC-M OF GRADE N, - - - ff�� * s, . � ��ai 41A.r . . I .. ­ . . I -�LMII SVE STRENGTH OFIAN.1,500 psi(ASTM C270)AT Z8 DAYS.STRENGTH SHALL VERIFIED TESTNG. SUWrrUTION ISEQUALTOTHESFECtRCATION- - 0111ft -�,-". - - ,-10-7jo -f t.mnrg0p,�-mble-bvr'rw1P_:,2b Neu 6 i fl-fl1i ,9�kh I � 1--am 0 Cadt use smeAs m1wim powsam *, . - �. . . . ..� .I.... �..� __j 4 , . 4"Purimmov.1A - ... . _-1 ..-Ki ...- �_,__ -I------ AfTAINAMINIMUNI COMPRES, BY PRISM 20. CONTRACTOR SHALL PROVIDE AND INSTALL ALL NECESSARY INWALL FRAMING REQUO!"D TO CARRY SHELF, . I - ­­ .% I.-. ..,'... � .� I % . - � , ;- I I . % � ir-- I A,IASOf RY AND WALL ADJACENT-0 CATHEDRAL Oil VAULTED CE ILINGS MUST EXTEND TO TH E CEILING. HANGING,AND VALANCE LOADS,RAILINGS,ETC.AS PER PLANS. - - '. .i). . . I I .. - . - . . . I ... . - - - .- .. .. �� . . . - - - I - .. A �q-- I ­ I ALLS. . � . � . - I - I- ,t2i -/-. ..r�,* lcvit��-r 21. PROVIDE SILICONE SEALANT AT ALL JOINTS AND INTERFACES OF ALL couN rERTOPS,F�UIPMENT,AND N d-lefflin-OvOismokeo....­oww�"tho-ftellitiles.ei'dae.,-fal-syr.urA� . . . - 11 v . .. . . . . . . .1 I . . , I � . . &2 UNLES! OTWERWrSE NOTED,RENFORCE WALL WITH 4#5 REBAR AT EACH CORNER AND AT 6 FEET MINIMUM VERTCAL S?ACING.RERAR SHALL 2-7 PROJECT SHALL BE LEFT CLEANED AND POLISHED AFTER COMPLETION OF WORK. . .. . . ' - . . I I �- �'j , I � - ,0wj,-,-w Z.�-r--%.:l . I E ACH END.HORIZONTAL REINFORCEMENT,SUC � .. - . :., . . . .� . .. � - " EKTEN[FIROM FOOTNG TO LINTI,AND HOOK DATE 14 AS DURAWAUL,%WL BE USED AT 23 THE C014TRACTOR SHALL VERIFY LOCATIONS Of ALL EQUIPMENT A D COORDINATE I:I.ATION OF FLOOR SNIS, 1. . .. . � . .. 1. . . N 4 1 a . I . I ­ 1 44. .. --I" t k1w, _05 0:-I_� ]-� _. 11+0--f ; . Ifi'VEI TCALSPArING. OCIR DRAINS,SLOPESJSLAB DEPRESSIONS AND � . . 1. . 1. � ,--I I C;1i "I ,,,�-,-? , ­t�_f_ :__lf . FL' � �I . . I . I . I - . .1 � - A.favAll 13 FILLALI CEULSCONTPAING RDPM�ORCEFAENTOR EMBEDDED ITMSWrM CONCRETE GROUT.PRIDVIDE CLEAR OUT HOLES AT BOTTOM OF AUL RAISED CURBS,ELECTRICAL,AND PLUMBING STUB OUTS,AND ALL OTHER WORK UNDER TH:;3COPE OF RESPONSIBILITY . 1 6i 11 . . � . . - RELATED TO THIS EQUIPMENT SUPPLIER FOR SPECIFIC REQUIREMENTS&REFERENCESm 2_1 . . . I . . . -- _� , . . - I .. - CELLS C MTARMS REINFORCEMENT, 24. CONTRACTOR 15 RESPONSIBLE FOR RECEIVING,UNLOADING,UNCRATING,INS fAUATI:04 AND HOOK-UP OF ALL " (D �-, I - I � - .- � I I . EQUIPMENT AND OTHER OWNER FURNISHED ITEMS. i (1) - I - � � _... - I - " il - � ,, ., -r SW SW 9 OR ASTWOM ;, ENT -TION Dr I . - w � : "i- .:;�- _. . * . 1 5.4 tAASOIIRYUN(TS:IAIIJAST�,)C--,:�M.GnOUT�3/a'MAXIMUMAC,GREGATE, -II* M2 P 25. CONTRACTOR SHALL REFER TO THESE DOCUMEN7S,AswELLAsspEaFICATION! FOF 0 FICA -ALL ��_ . ­.. - ,. .. � *1 . . I .. LYHICH ITEMS THE 01AFNER " � . ­ . I OWNER SUPPLIED ITEMS.CONTRACTOR SHALL VERIFY WITH OWNER,PRIOR TO ORDERING, L�j . % : . _.-_"s- , ; . . . . I D. AULD NABLE SOIL PAMURE -2,WD 0 S"ALLSUIPPL'f.ALL YTEWIS NOT MARKED AS'OWNER SUPPUED"ARETO BESUPPUED Tf THi _01LITRACTOR-UNLESS I Ckl- - " r1) -I- Lic) (O � . . .. --.....9161,�, . I : I � . - - ".m - . I NOTED OTHERWISEALL ITEMSARE TO BE INSTALLED BY GENERAL CONTRACTOR. ­ __Jf._� � .... , , ____ - ir10-­_k_-._ _. 44.s_k­_11 �- . A :,i;,.t ­ ,�V_; . -1� -,w., - ... �� . ... E r�,�� �._ . I � . - . , - - ��. v .�­O . I ;.�. I .1p . � 26. MINIMUM FLAME SPREAD CLASSIFICATION OF INTERIOR FINISHES SHALL CONFORM T:THE BUILDING CODE MID . " . . C I ,*�4r,::,-%Z..:, r- -t-_-� r-A. 1. � �C.-'a-_,­-- -T . � . . . 6 WQOD- LOCAL GOVERNING BUILDING CODES/GRDINAMCM I � . - - - .� .- . , ; 4 � � I- __1 I - . . . . . . . 6.1 WOOD S1 RUCTURAL FIRAMINGMEMBERS 2/. CONTRACTOR SHALL CONTACT THE LOCAL FIRE MARSHALL,AND PROVIDE AND INSTA_FIRE EXTINGUWERS PER �I - ; � .. . . -TYPE,QUANTITY,AND LOCATIONS.ASA MINII-,UM,coNTRACrOR SHALL �, . . I -Cw&* rt.1,,-,i : THE FIRE MARSHALS DIRECnON,INCLUDING. � � . � ­ - I . WALLSTUDS -SPFSFUDORCC1NsTRuvnoN GRADE PROVIDE FIRE EXTINGUISHERS HAVING A RATING Of 2--AIO--BC FOR EVERY 3,000 S.F.Or FUOR AREA AND TRAVEL I - . . . I .. � - � � I TOP AND 60 TTOM PLATE -SPF sw&8TC DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET. -AILS OR APPROVED SHOP .. , 2- m� I . � � � .� 28. FOR CONSTRUCTION DETAILS NOT SHOWN,USE THE MANUFACTURER'S STANDARD D,. 1- (,tj .7 � . .. - . 1. � BOTTOM KNTEWCONTACT w/MA-­)NRy -13 SVP PT DRAWINGS/DATA SHEETS IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. �� - _*.-� .. - . 1. . . . - . . I ­ . � ,� - ? - . IJOISTSWASH BLOCK a -SPFSTUDORCON5TRUCT1ON GRADE 29. CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES PRIOR TO COMMENCEMENT,.'F WORK TO VERIFY 11 10�11 . . . � i � A. . � , * AC . 0 :�� ,�, - . � .. . w .. . , . TRUSS BRACI IiG&BLOCKING -SPF STUD OR CONSTRUCTION GRADE LOCATIONS OF ALL UNDERGROUND UTILITIES NOTIFY ARCHITECT IMMEDIATELY IF CONFUC­�EXIST BETWEEN EXISTING - �� 0 .. � " . i .. ;:FED IN S 40 1 .Z-- . . L . . . .. .. -#3 SYP PT UTILITIES AND NEW CONSTRUCTION,PATCH,REPAIR,AND/OR REPLACE ALL ADVERSELY AFF.. r I`k1E At _. � I i 1.. . � .. . FURRING&0.U.C.STRIP SURFACES AS REQ'D.UPON COMPLET ION OF CONSTRUC f1ON.AL L PARKING iXREA PP,VEMq-AN D NEW CONCRETE PADS 11 !L_ - -"- . - 1. . .. -i -­ . . . � , - - r.��_. ;;;;: - -- il. - --- ; - SHALL TRANSITION SMOOTHLY. I- t..- M . . � I . � % .­_­­­i:il;;��� .".. 4* . - In - ­ . . . .-- ­... , - _. ­­ __ - - � 1_-JA`Ld...-41�....._ _� I .. .1 11 . - I I - ­�_: .. - --11F �__' � - . � ­ ... . .. . -1 ., (UNLESS NOI ED OTHERWISE ABOVE)#--SOUTHERN YELUDW PINE WITH AN ALLOWABLE BEARING STRM(Fb) - 1, Q; 1 � r . - - I I I . � Q t P..07�. %... ------- . . - " ­ I U. � �'� r" - , - . :� I . - . . -ay . . � fi?)v- - , t .� , . . PERNDS-2012=125OPSIANDA MOrjjJLUSOF ELASFIC(TY=3.600-000 PSI el-� I __ -P:� . - - - "B� A . w . , I ,I.�- ,4 , � Z"iI���� &-mi- � z . . �ffis 1� . "- . T Aj � 3 'i -. .. .10 4-i - - . I . . : 7 * I ­� 0- . I. .. � ­ � !.*.A'gt� it- 1 ::-3 Va" 'j -ff�, -401 M* 1140 x 67 . '." FOR UGHT METAL PLATE CONNECTED �_Qil r- - AAM. SME7 04 1A= ,, yjf)fij,V.,j .�22pj - py (I *) -11" . . . -- . . I Z 6.2 DESIGI 1,FABRICATE AND ERECT-o,1000 TRUSSES N ACCORDANCE WITH THE-DESIGN SPECIFICATION f7tv aN $4 . - - M '0-4-0 .1. - ... _­ --- - .----..-.-,---,I ..., .1 W�_, . . WOOD*rRUSSES" BY THE TRUSS:,ATE INSTITUTE,LATEST EDITION,HIR-LATEST EDITION AND OST-LATEST EDITION " 1� - % .- ,�,.­;_:;,,1, -��"Z-_A-___----A , . . ***'* . , *** *_ - - U) - Wkr,� , �. )� . . . � a I ia � . - 4-1 1 �jp -P 1� . 0 IN CONTACT WITH EARTH OR CONCRETE TO RE PRESSURE TREATED It - . . .at,, . �4"�fl - I 1P_9 a . � 11 IWIMLAWIP4 � . ot dw .Mum. �.11-U - - . .. ... . 63 ALL IXPQSED WOODORWOC I I -_j _0 I . . .. ........ . Am , fttfst xd�w emy - . 11 'batik ftirg-MIA Amm*- . . . ��.. 1/2-PLYW001)ORIO/32-OSBMINI?AUMS"INCiLESOR -ct - . tall �XW I .. 4 4pm.UAWM . . . - - 6.4 ROOF SHEATHING-.(APA RATEC 3E[POSURE 1) lrlr (1) arl"Flas SVMm I" ,�VAM MI ' owr w rViam-etm.- � -,-.I , . I. . P, . .­ I , _% " -- . 11 . X: .w - I ... .. � . TILE - C7- - -rso-A4.ax;;�- -W-,- %,��t- V'-- �-#,rmrAL i&&*-��4 � : " .vigh - I - - 1; CHM . 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M W-10A"IMY .. . � � - . . .. . ­ -,? . .11 ,: . � . � . - V 6.7 FOR REI ROF,IT STRAPS WITH MA­,_*IRY SCREW.USE(1)-3/16"T x 1 1/4'LONG MASONRY SCREW FOR EVER(2)-10d NAILS. I ��_ , � . - � ., . . � ., � 11 �. IVE i I - :-I � _ r � � A Q Q) I -. - . . � - , . I . . !.. : . . _. -, , , I . . '� - Imm" umn9m 5rotim- , I '� _y .. . . . � I -6 . .. facum ­ .'. . ... �hkl...Ijf Ifft � - _`­ V*l ato . ... . Vm� - Im - .� q . - _- I .I - . ... . . - 6A 8d NAIL',ARE RECOMMENDED FC4 ALL SHEATHING NAILING.IF 0.099 MA NAILS ARE USED ALL NAILING PATTE * I 1� I q .. . . � z -mm r_m . � -_Z'�� -1 , Z/ . I Q) I ... . , .. .. . .. .I"4wr 1� I- I.0,� . -.--. . . .. 7 � . . � I FOIL OV FING SCHEDULE: RNS SHALL BE MGMER TO THE 0 ,"r I. 11 . . � arm-r-­� ...�6 . - % 4 I A m1mm I � ? - I%—� w mi -4 . ; � � . .� Z3 . _. ..1. . - .. -1 . . -,----- ! .., ...."", . - . WALLS It 1z_j . � ­­ .� ­.. I.-.1-I F A-A .. L Y) - � / .. .. 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NAIL NT.AT 3'D.C.wAD BOX mAIL. . I, . .-I-.,..-.---- ..­­_:�,�. . . . .. 1. .. � . . � �_.j ;; � � .. _� E. STAG3ERALLvERr.joiNTs&wNIL%#EATING TO HEADER w/6d BOX NAILO 2"O.C. I .1 I � 1 3 -, . I I Mi� ; . I I'll I .� A. 2"O.0 BOUNDARIES 1. . , . 8. r D.C.EDGES . C. 6-*O.C.FIELD .. P � I L�TEEL NC r APPLICABLE FOR THIS Pr(WECT �� :;? _ � , DL-- -_� �. K 4 ff2i KI . -:1CATfON AND ERECnON S14ALL BE BASED ON LATEST EDiTON OF THE AISC SPECIFICATIONS AND CODES: .. 13 �a , i� .. -:- %-.:-..--­..­. . �-L---- -� �­ __-1:.-__-_- .... . .-��....-. 7.1 STRUCURAL STEEL DESIGPI,FABIR �_ 11� . L;_STEEL BUILDINGS-ALLOWABLE SR(M DESIGN , CC �' I . . . - . 1. , A. SPECII ICATIONS FOR STRUCTUR,k .., Im ; : rr .. - :. IV. .. , I - . .1 , (5 0 . I . V_ j � �,�, - ..Q,?4- 10 . f A it- a. CODE OF STANDARD PRACTICE�:M STEEL BUILDING AND BRIDGES,AMENDED. I I �i , . I . � I I 11 : il 3 g 1, Awhid -. _, . . C. SPECI FICArION FOR STRUCTUR,L,JOINTS USING ASTM A325 OR A490 BOLTS. , "O . 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X .5 1, I COMMMON SOLIS SHALL CONRDRM TO ASTMA307. ­ L L . .. - ... - gals L - I .-M I 0-ra . : §E :% � ­_­­ . .1 - ­-------_-_____.._.__.,_, 1 . . . � I 1-3 � I !I-- . 73 ALLWBLDgIGSHAtLqEjNCONFCqWHCE WITH AtSC AND AWSSTANDARDS AND SHALL BE PERFORMED BY WABO CERTIFIED WELDERS I I ;�b '. .if -0 . ­ :�k- Z I I USING 17t)ELECTRODES.ONLY PRE-QUALIFIED WfU)M(AS DEFINED BY AWS)SHALL BE USED. I - L I - - . r . . . � I ,.. � I .. . . . __1. - . I �� . . 9 PRE-ENGNEERED WOODTRUSSB 114. 90 4 �_ . . . � . - I - - %_0 . � . . - � .. . � � Q g; -a. I I - . 9.1 CODE AND STA14DAFM . . , 1�11 t-3 I . . L _. I A. NATYWALDESIGNSPECIMAM,N MR WOOD CONSTRUCTION LATESTEDITION. I �� __V � V `�. �' ­_-......j�,­­­_.. !­­. ,- _ _.-� _�­' B. DESIGN SPECtFICATION FOR METAL PLATE CONNECTION WOOD TRUSSES,ANSI/TPI-I PUBLISHED BY THE TRUSS PLATE INSTITUTE. L �Ij V) 3 . .7 _._ ._____�L:'­'­. 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I 7y. -12 pm� W-4-f '4 'T. 9 g 9 -M CE % pan QVIFEr, JOW 2- SO p'vFpQ'.0r 4000ALL Iff - 'af :.1 Ca 0alf ED w .2 AV L n :4- 16d torfJ 10, i m L tgjg�-;j ma-ars 4?%0:ph1ft_ s ulku:s'�--Md-co' wfloo m DEC-2916 JOB NO. cm TINID bA.-Id S. po"I twe -sod itcM be Hm 2 SYM Of' 111;� DRAVIN DESIGNED FK CHECKED OFFICE COPY IJ P 5 SHK k Qc r AM SHUT S' 1.yy i, Permit Inspections City of Atlantic Beach Permit Number: 17-RADD-3440-01 Description: enclose carport&rear addition Applied:3/9/2017 Approved: 5/1/2017 Site Address:345 SAILFISH DR Issued:5/1/2017 Finaled: City,State Zip Code:ATLANTIC BEACH,FL 32233 Status: EXPIRED Applicant:<NONE> Parent Permit: Owner: Lindsey Whittington Parent Project: Contractor: <NONE> Details: 04/04/17-received letter of compliance in response to bldg.dept. comments, routed to bldg. dept. -APPROVED 4/6/17 LIST OF • SEQ SCHEDULED DATE COMPLETED DATE TYPE INSPECTOR RESULT REMARKS ID 10/27/2017 10/27/2017 COURTESY Mike Jones PASSED INSPECTION Notes: homeowner has not started work but wants inspection to extend permit(?) Lindsay 904-572-5371 Met with homeowner,asked her to schedule a meeting with Dan to discuss the extension of her building permit.Expires 10/28/2017. Nothing has started yet. 00-0 Printed: Friday,07 February,2020 1 of 1 IMI(iT