The URL can be used to link to this page

610 Orchid St 2012 new house plans eac es ab W H tat fir F� um �n t 1671 FRANCIS AVENUE ATLANTIC BEACH , FL 32233 Beaches (904) 241 - 1222 Hab'19tat SAX: (904) 241 ,4310 for Humanity. 1671 FRANCIS AVENUE ATLANTIC BEACH, FL 32233 i BUILDING CGDE SUMMARY (904) 241-1222 3 - SINGLE L E FAX: (904) 241-4310 CODE ENFORCEMENT JURISDICTION: CITY OF JACKSONVILLE BEACH FAMILY HOUSE ZONING CODE: THE PROPOSED STRUCTURE COMPLIES WITH THE REQUIREMENTS 610 ORCHID STREET, ATLANTIC BEACH, FLORIDA 32233 OF CHAPTER 656, ZONING CGDE FOR RESIDENTIAL DISTRICTS , INCLUDING MAXIMUM p�JvaL GQ�lA�.fl�, BUILDING HEIGHT OF THIRTY SIVE FEET (351-011) , BONING CLASSIFICATION : R/1 Zz=— FtuM j -ZON IKG = R� � ,ol,-,��« WIND ZONE: 130 MPH (WIND-BORNE DEBRIS) FLORIDA BUILDING CODE - RESIDENTIAL; 2010 EDITION 3 BEDROOM FLORIDA BUILDING CODE - PLUMBING: 20"I`(� �DITIQN DRAWIN -G INDEX DETACHED FLORIDA BUIL- DING GODS MEC-HAICItAL: 2010 EDITION SINGLE FLORIDA BUILDING CODE - FUEL CAS - 20010 EDITION � NATIONAL ELECTRICAL CODE: 2008 EDITION Ai - TITLE SHEET, DRAWING INDEX , GEN .. NOTES FAMILY FLORIDA FIRE PREVENTION CODE: zoos EDITION A2- FOUNDATION PIAN ANS FLOOR FLAN HOUSE OCCUPANCY CLASSIFICATION : RESIDENTIAL A3- ROOF PLAN AND DETAILS 67DORCHID ST. A4- EXTERIOR ELEVATIONS ATLAN7iC BEACH, Fl CONSTRUCTION TYPE: TYPE V-B (WOOD-, FRAME) :32233 SPRINKLED: NO �5- C: ,w ANDI �AL P �� DIAGRAMouva� couNrr FIRE DISTRICT. NO BUILDING HEIGHT- APPROXIMATE HEIGHT AFG .14'=0" MEAN ROOF HEIGHT: 114 BUDDING ARBA- TITLE SHEET, TOTAL A1C: 1 , 123 SQ FT. INDEX OF GARAGE-. IIIA DRAWINGS , LANAI: NIA GENERAL ENTRY I PORCH : 165 SQ FT. NOTES STORAGE : 25 SQ FT. t TONAL UNDER ROOF: 1 ,313 SQ FT. DATA. 8127112 i DRAWN BY: JNO i I ✓ LOT AREA: THIS BUILDING IS A TOWNHOME SOLD AS "FEE SIMPLE" UNITS. BUILDING 1 COMPLIES WITH THE SEPARATION REQUIREMENTS SET FORTH IN SBC 2004 - 704.4 i �..___, ._..,...r. � FILE CO F� a 250-0`" '—I IIR 1 F�1 I " � •,----- 10"-6It 17 e- ABBREVIATIONS I orf ABV ABOVE fiches AO AIR CONDITIONER � AFF ABOVE FINISHED FLOC 1 A C AHU AIR H ANDI-eR UNIT R m t �o1VI�' Hab*itat !,. . r ;H D EGRESS 3 x52 SH EGRESS 6"x52" SH FIS "`� � .y CABS CABINETS . � CCLNG CaLING (5 -10 OL COLUMN for Humanity' DR DOOR LIT6 ORCHID ST. - ----------- --- --------- --- -------1 BW FLOOR A,'SHER F ■ ATLANTIC REACH, FL FI' FIREPLACE � � . 32233 I Eel OI.SASS_ - He HOSE ®IEI BCI � � 1- ! m M ICINE CASINETFAX (9 04) 241-4310 TL M' AL $ LNG OWNERS I I ' OHG OVERHEAD CABS . R 1 N I ! OP't�IG OPENING � a� 21-10 � _� � 8' CLNO I OPT OPTIONAL til I r ! R&5 CLOTHES. ROO and SHELF � REP F RiOMATUR SO SM(M<E DETECTOR SGD SUINNIG GLASS DO 4OS8 SH SH (2) SHELVES (QUANITY) I �—.�t}t�•r ( ■ I IR.3 i . ■ M 1 VOL VOLUME t� ��S YAC WATER CLOSET 20�� A - ` OD - �� WH WATER R HEATER ` 4� � y 4OS$ AO 0. BATH IN FE - - ANLL +�,8' CLNGa - - ROD b B _KIl COTES ° I4 ' [�STALL GRAD OLOCKINC FOR FU'NfM Air B , 4 ! 4 `�` in 1 ! JNSTALLAN, 2 X ,5 I#LD000 TO BE C WD AT f'� '�. �� ".�-� I I 35" (CMWRED) ABOVE FEJISF� Fes_ _ (s Ln -- ! STORAGE 2868 34SH 0M CLN ! I F in68BATH # ' NG 3BED"kROOM CIE ! FOUNDATION LEGEND TIS- I - _ a, CLNGS I W/ HOD 40 INDICATES A STEP-DOWN OR RECESS IN � 1 ' CONCRETE SLAB W/ MINIMUM DISTANCEIIT KITCHEN � � a � A-4FAMILY DENOTED 'eq ! By CLNG INiINCATES SLOPED CONCRETE SLAB 0 Vlt�t' L HOUSE SLOPE 1/8d Ria FOOT (MIN) 1 ! .fit_-''4 (4)S� I� �' I k!tria .�- 1 Lw 1 ! t n e r e u 10 ORCHID T. IL NOTES - 12" W. I � ATLANTIC BEACH, L OVERHANG4B" 32233 iff AFF W/ WALL BELOWDUVAL COUNTY LIVING _ RM 1 1. THE FOUNDATI°CN IS OESIGNER FOR ASWMED -Ly 8 _ MINIMUM SOIL aC IIr+IO MESSURL Or 2, i= _ IT = � �' QLK ! ! 'SVERHAI.L BE THE CONTRACTOR'S RE�S�NSIBILITY TO -40 MING I ! H� 8 � IFY THAT THE $COL VALL SATISFACTORILY SUSTAIN THIS LOADING- ' CLOG ► (2)30'x52" SH -- - --- ------J _ k�i I'Si O c tiE f 101110 ikn,; (6'-10 1/2'HOR) iOR e 3,O€;D PSI FIBERMIESH CONCRE-fE SLAB; OVER $ Y,+ L r T— ---- ---, ML ROLYIETHaENE 'VAPOR BARRIER O CLEAN, ' - COMPACTE0, TERMITE TREATED SOL {TYPICAL) �� x�2 �H . �-- ------------ - --- - a , (Iz'-1 t� 1,x'2°NOR) � '4i►ERiEY tO�.`-ATIOl'+1 L1I= ALf... INTERIOR I,.Ot4D BEARINO ------------- ------ PARTITIONS W/ TRUSS ENC INIE RIN(C DRAVVINi�S AND �'=O � -� �'-�' 2 ? X-8' Y-15" 2t-1 GT r ------ 1 03 PROVIDE THICKENED SLAB 0 ALL LOCATIONS. d I r 15'-O° 1O'-Fr" 4. THE HEIGHT OF ,ALL STEP-DOWNS SHOWN ON 0 � CO DED I � a , RMINIMUMS D vA,a T I I I FOUNDATION I ' SUILDER"S OPTIONS AS MQUIREO B`� SITE. � tea _� _ CONaITIQNS. B` CLNG I PLAN'�---- -- --- � '�---------�! 1— - -------� - S: VERIFY LOCATION CSF ALL PIPING AND CONDUITS --��--� -- - -- —- REQUIRED BELOW SLAB. (SEE FLOOR PLAN FOR ALL 26'-0" PLUMBING FIXTURE LOCATIDNS B'-€ � - + '-OR-- 6X6 PT AND -t POST (TVR.) FLOOR - - FLAN FOUNDATION PLAN FIRST FLOOR PLAN 1 4 NOTE- ROOF TRUSS ENGINEERING NOT AVAILABLE PRIOR 2 1 4 TO ISSUt+INCEF THESE (X7NSTRUC11OrN DOCUMENTS, DRAWN BY, J VERIFY INTERIOR ROOF TRUSS BEARINO WTH ROOF TRUSS ENGINEERING PROOUCED SPECIFICALLY FOR THIS PROJECT, a, I' R BLOWN INSULATION 16" 1 -- _ __ FIBERGLASS SHINGLE AREAS 4 ROOFING OWR 30# FELT 1016L Limp, 1123 SQ. FT. Buches INSU1_AT CIN BAFFLE BETWEEN STORAGE .25 so, Ft rAcH TRUSS I� 16 rO. r. Habitat HURRICANE CLIP 0 EACH TRUSS, (SEE STRUCTURALD WINGS) I=L u=fl 800 1313 , FT. for Humanity' ( ) 2x PLATE #2 SYP . - _ — _ 1671 PRANCIS"MUE A Uap EDGE OVER FASCIA ATLANTIC B CH, F �� 32233 1 2i TYPE *D* (904) 2414 0 !ARD a CLO FAX: 1 ) 241- 10 LLir VENTED � � I VINYL SOFFIT R-13 BAIT MISLL VINYL LAP SIDING OVER TYVE HOME i � I SOFFIT ETAI L - Ff0 3 BEDROOM fa'ITCH PITCH DETACHED ` ISR�0 INSULATION W/ 50F'FT aETAIL e� SINGLE 2 POSITME AIRSPAGE ------ SEE .3fk-3 DEIN 51;#T>fflhtG STEPS 2X4 TOP RATE 1 h-4 ld FAMILY HOUSE,. !� F!�lP4M. � a-w w= w TM M.a womw T TIF T9P WrNL TflK In To WINDOW !NSTAUA71ON (MMOD A-1 r ani F wFaT� �Tr RE95T e �m FRHM 10 T*E WHIM 1f MUMIN RL 2X4 0 1 Ge O.C. MUM VM W rACr Or TW Y rye. W/ R-13 BATT INSULATION I armor MM 9F HRLW N WOX OF FUME 4b SO"ON UBW PM WL Tw Yi11dTO VJD few"M F]4GiUTE wwM 9Pi]!1l9,x r� MDIR SE 1I{ N r +i.11R U WD OF. ld"!me QN * T se TAWUM llRf M taws of L AMY � � ° caATLANTIC BEACK FL i.AMY W.0 GUM W.U.to YW 32233 mmwfFes[ MOWN" T� ��11G�� w � i�tAFliti rfld TS,.IJat�5.d GN J16i0 istMb6itfEl L� SUVA COUNT � EWA fig.tLff-IM&AsAkk Mw 4mm Foam TWEK HOMEWRAP KM SULW"fAfflm N kAut (baste Dots a" swnr NMI sE1lm eEu +i KAW Im STT ffM oa r Eam d"ttmF*a Tb OMLO+JYLMCM AS R�45iiUi� ABM MUM CPENM 4-� WON$Lfew !�3nO n WO CF „� `T °k�tr” r ++� :2-:Cr f3_T' 1 OM PLATE W/ 1/22 x 10- TM E IN ANCH COLT 10 24" 0-C, LiggLaisdo � INTEMOR VIEW- ROOF PLA &AM earmm IV we a," Tot LST '4F B"�l�S w FINISHED Fi�01 �+ Q �� i �� , . ,s i• 1 4Ji—rJ� p AND DETAILS SEE FOUNDATION � +'� CL #�� UETALS FOR KL114E =r L MOODSIDES ow AM dYef7 RUM,"0M��F�I NOTE: WMRRINMAN�WMA& AL SEAL SIZES TO ISE VERI1FIEL7 11 TH LICENSED .a STIZIJIMML EW[NEm OP RMOM M THIS PROJi ct r, * Tl UiilJ c THESE WALL SiECWNS SHOO KIP OESION INTEW, A 1lIMmswL- tingly RNK TIr,E AM UK ng Rp wffim me toobtWALL S ROOF P LAN DATE: 8/27112 3 4 - - - - - - - i I � w - I i 1 30 YEAR ARCHITECTURAL. SHINGLES 4 FLING - Beaches mE. Habl"tat for Humanityeo 1671 F IN IS"ENUE nNI-SH Ful ATLANTIC BCH, FL 32233 (904) 241-1222 FARC: O 241-4310 S DE ELEVATION ";? 1 - 077 44 17 1 f 12 30 YEAR ARCHITECTURAL SHINGLES --f 30 YEAR ARCI-InCTURAL SHIWLES FAM VENT _ F 9 _ _ BEARING - BEARI!NG 47 COLUMN TRI _ WAW-OUT I N 3 BEDROOM tEF�EO COLUMN [E V +IYL SLING +9NYL SIIHNG 4' B TRIM r�ffl : 0 DETACHED 1 6' SCS. I3 A W/ HAROI 8D. 41;slm�l FLF FisNISH f=LR ....... —----- SINGLE FAMILY FRONT LE TI N R EAR ELEVATION H 0 U' 1,S E 2 1 4 1 44 010 - T' 610 ORCHID ST. ATLANTIC BEACH, FL 32233 C UVAL COUNTY 1 12 30 YEAR ARCHITECTURAL SHINGLES _ 4 13EARIN _. VINYL SJOING C3 [3 1313 EXTERIOR ELEVATIONS FlNISFi FLI, I SS L LLLVA-TION r E �ti 2ch _ � a coning Department - i — 1 V' o•Ja! verifies compliance with applicable 4 4-pr -nine, subdivision and other local land appy oalfor regulations,suce but does not constitute DATE. &26/1 approval for the issuance of permits. Compliance with Florida Building Code and all other applicable local, State and Federal permitting requirements DRAWS i s j must be verified by signature of the City of Atlantic �T� Beach Building Official prior to the issuance of a Building Permit. Approved By: 'feetar- Date: ��- 12-/�J" � O XHW Al. Beaches 150 .AMP PANEL Habl*tat ELECTRICAL METER ANO 1 AM P WEAR for r H u man ' r CONDUIT, RUN TO P �TRICAL 11 R1 1671 FRANCIS""NUE EXTERIOR WALL ATLANTIC REACH, FL BEAM 8WNERS32233 e' CLNG 80 CLNG (904) 2414 SAX: (W4) 241-4310 LIGHT (�fEWIRE FAN ELECTRICAL L (PR IRE FAN) 110 VOLT !DU FLEX OUTLET WALL MOUNTED � 110 WXT MPLEX OUTLET-WEATIHER PROOF 110V CUFLEK -OFCI OUTLET 11 GV DUPLEX -AFC-1 CUTLET 220 VOLT OUTLET—WALL MOUNTED S` CLNG VINYL 10 TELEPHONE OUTLET AA- S'�V1 TCH SWITCH—THREE WAY B` OLNO PUSH BUTTON 51NfTCH ROOM F 3 B E am DOOR BELL CHIMES -- - - B E R fl, CLNG -' qp 8` CLNG DETACHEU C, BLE TELEVISION OUTLET -- - -- -- _0 LIGHT FIXTURE-CEILING MOUNTED _0 LIGHT FI TURC-I ALL MOUNTED , SINGLE LIGHT C+) SMOKE DETECTOR-CEIUNG MOUNTED � FAMILY E SAI - - - B' CLNG - E HAOST FAN 'VINYL ELECTRIC PANEL HOUSE QUICK OiSiCONN ECTIbm rib # ## FLOOD UGHTS — DUAL HEAD � 610 ORCHID SIT. lw 1'x4-' FLUORESCENT tILfhiG MOUNTED LIGHT ATLANTIC BEACH,, FL LIGHT FIXTURE (PRE4h'IRE 32233 FAN) DUVAL COUNTY DINING ELECTRICAL_ NOTESl 8g* -- ¢e CLNG 1. IN FAN / LIGHT COMBO SWITCH TO � 1 OPERATE LIGHT ONLY. � I II Z ALL WIRING IN BEDROOMS TO BE ARC FAULT PROTECTED PCA NEC 2002. FIRST I I ELECTRICAL 3. 4NSTJM-L DOORBELL TRANSFORMER IN F FLOOR ENTRY CLOSET_ II II PLAN 4-. ALL THERMOSTAT AND LINT SWITCHES TO BE HUC+IC AT 484 MAX, ABOVE FINISHED FLOOR, AND DIAGRAM 5. ,ALL LIGHT AND FAN SWITCHES TO BE TOGGLE-TYPE SWITCHES. 6. ALL ELECTRICAL OUTLETS TO BE LOCATED MAX. 19' ABOVE FINISHED FLS. ELECT R I CSL PLI CRATE: 8'26/1 4 DRAWN BY: JNO City of Atlantic Beach Planning and Zoning Department This approval verifies compliance with applicable zoning, subdivision and other local land _ development regulations, but does not constitute -"7 ��0 G approval for the issuance of permits. Compliance f with Florida Building Code and all other applicable local, State and Federal permitting requirements must be verified by signature of the City of Atlantic Beach Building Official prior to the Issuance of a Building Permit. Approved By: r 001 aot I ? ' s UMR 5 FL_,—.I�_ ,... Ndtl•..6'CU2111,79' 1_____.___ f, cn N *LT IAP R6 11 � 1; - :�: �k 1• t �1 wA TlR uAM � F k 1 a ,' 0 \ "'T 'QrANWT I❑g I 6 EEwLA j/ CCH'RACI JH iIIALL VERIFY I HEfvE s.R ION f ( N UtM,w�l N.5E*EH` ' N!N 6'.SANITARY SEwEN t4iE'tAt O i (U 7i AE ^'- I ` •`X (USI WOE SMGLE PAVEMENT 's 004RLAY PEENCASE A DETAIL AND EAfEI. A LEAST 2 PAST ENDS . R,i.v'; °p Y' , TT-- TH LF ENCN CUTS.BUT NO LTHAN n j 5 88'56OG w 86.91• QS 10 PAST SEWER LATERAL 7. ... _.. .m «- 111 WAST 6TH STREET . / - W—T«—Y LPAVt�I - s SITE DATA SUMMARY: ZONING RESJUENTIAL GENERAL(RU) I. HE ER 10 ARCHIIECIURAL PLAYS FOR EXACT 2, LAND USE NEE"CENpTY RESDENRAL(RM7 BUILDNO LAYW T. 1. REFER TO PLUMBWG PLANS ELF EYACT UOUIYRfw4RFD PL zDEQ* CONNECKI LOWS. S. WWMUH YAI✓U REQUIREMENTS'. Y FRONT 20' 25.15' llE: 5'(15'COMtWEU 10.59 � '3 57.91' `REAR 20 20.04' 4. .—LM LOT A,v-. 15' (AI U:X.L`if.O UNE) 5. WDA MUM LOT C{PIN luu' M-91' p 6. M-AMUM LOT AREA: 7,500 SF 7,045 SF - -- /. MAX IHVLR'AVJS SURFACES 5.A 27,9% F, t B. YIN FLOIHt AREA NONE 1.1 atl5F N _ ;, EXEMPTED AS AN E)SNC PLATTED LOT w� E t s a stten ro c 5 IR ter— 3 SL.LLI•' f[7 O t. F�EA�PIN�6ffiffll` 56HEDULE F (\I (Y) L C) C) 0 0 CD (D (D C) (D CD CD o ui LLJ 0 LLJ Hl ... ... ... C) c:) W w W LLl LL1, LUj 0 W. cl ciol cioli Jol 0 ciol cio CJ02 (DI 0 � c6D C) J02 cio cio CO2 kl 1107 J % c W03 CJ03 ----------- Tf I z- T02 WI Lu V) U T02/ T03 C\l I C4 IP T93 c CD 0 CEI C? C? o co (D OTES- k��NPATION5 FR 9 �'N 0111 MlIPJA TlO4%ANDTEVPqWY50CIN�, 0 C 2�E " NqWF�E C�A "E D P c:) N ,'NIN65 FOR FERMAIENT O O 1AINZIE 9 'i!Nq ETELY 9 2)&L NFU INCLIT"AW C\l 5 '01'E'lLUNDEP 2 LVALI EYI 9 .9� Q� - - -L:-- LO C) t I DECKED OK REFER TO DETAIL V�05 FOR c\l U4�( ALTEN�ATE D�ACING�EDIJIEEVENT5 LO . ..... T04 16 3 ALL VALLEY5 APE TO[JE CONVENTIONALLY FRAMED DY GUILDER. J ALL TRIJ5,E5 ARE DESIGNED FOR Z' O� MAXIMLM 5PAGAb,JNUNLESSOTHEIEW15ENOTEP 5)ALL WALLS 5h("NN ON PLACEMENT t! PLAN ARE CON51PERED TO DE LOAD DEARING,LNLE55 0TriERJJISE NOTED 6)5Y42 TRU55E5 MU5T DE INSTALLED WITH THE TOP bE[K,S UP REAM/HEADER/LINTEL(h )TO DE . ..... FUEN15HED P DY DUILPE?L Builders .FirstSource z T05 - . .... ..... 9 PHONE:'104-772-6100 FAX ille7 ------------------------—------------------ 2-0 -00 2-09-00 T05 CJ0 T06 -17 /A C�l Tornpo C) cio 9 60-4 J03 F= L PHONE:515-621-q837 EA-X.815-620-81i56 O 4/TTTT 9 25 J03 0,, 9 cio 00 LO cJ0 C) C) J02 Freeport LO J02 PHONE:850-035-4541 FAX:150-E555-6555 cio C Jot . `' ciolCo DD D 0CC —ccc0D 0 0 D Ccwu :w LU W I w w WW w w Lu w >1 W —i t 0 LFGAL ADRE5 25-00-00 V� 25-00-00 r-,, Lot r hi LEFT RIGHTATE, WIN�)y, 4 1 115112 1 44022q M I TH FLATE AFFPOV 4d J'". 440229 -1 — This docurneq,along with associated - urrie ____- doc� 'n's,is an r.'rument of an GENERAL NOTES: SPEC IFICATIONS: (continued) CODES & DESIGN STANDARDS: DESIGN LOADS: "?in s .,,:&I — service d are the hys,cal and I ual EZ pr f The�Zilo Group,Inc-,a OTHER FRAMING I 1�1 p Fl.roae ceesed envjineering firm nd the ications depicted within these engincering documents Shall be reviewed by the client and each material and/or Florida Building Code-Residential 2010 ROOFS ro,lect n neer identi red herein. Aarevocable i 1. All notes,drawings,details,tables,references and spec I f I fif --------- ____ ___-- 1�1 cen as been granted to the user(the �, 11 I I, "I I I " �___-77-77777 _, ,,, ., "I perso entity identified below)to use the , - service contributor prior to initiating construction of the structure depicted herein or providing labor and/or niaterials for the&urie. Labor andfor materials shall only be Florida Building Code 20 1 0(as applicable) LIVE LOAD 20#/sf ____ I 1 7 - , , I I I I, ,, I 1. Ail Structural (dimensional/solid-sawn)framing members,except as noted or specified otherwise,shall be#2 SYP lumber W/MaXiliffilin 19%moisture content. 11 ... I I , 11 I I I � 7 7 ,-7 7, !,� :�"e "�,I ,z � .... nstru f service depicted within this and - ,, I ,I thorough understanding of the notes,drawings,details,tables,references and specifications depicted herein,as well as a .. � _ I , , 11 "I c 0 furnished by those persons and/or entities with, DEAD LOAD/SHINGLES7#/sf -NE I- ,S I I I I I.., ''I I I 1, ,. :, I - I I I " � I'll, ass I; I , I I, ted documents one time o to .I I'll �, a I afety practices required to execute a design such as the one depicted herein. I I " I I a 0-A ies thorough knowledge of applicable construction arid s, ASCE 7-1 0 , I I I � d construct the buildi,iy,ks),R, 6, , , I 11 11�I etailed herein and on y at the specific location 2. All engineered wood beams shall be Trus JoisUl-Level/Weyerhaeuser brand Microllain L VL 1.9E,or equivalent,except as noted otherwise,and shall be installed in DEAD LOAD/TILE 2OVsf � , I "'' , �� ce NDS-05 TION FACTOR , I I I.I I I I I", 1 identified below. Re-use,use at a location accordan with the manufacturer's specifications,instructions and directions. 1.2,5 1 1 1 , other that the one described herein and/or t DURA I I " I 1 2. These engineering documents have been prepared at the client's request to ensure the structure depicted herein is in compliance witli Sections 1603 through 1607, 1609 TPI 1-07 FLOORS I I ZONE"I" I I 11, I 11 I copying,duplication or rnoclifica�ion of an� I design or element herein is a violation o I /I " ", I�I I I I'll, , ,Ind 1610 of the Florida Building Code,and/or Sections R301.1 (excluding"flood" design,unless specifically noted within these documents),R301.1.3 and R301.2.1.4 3 ACI 318-05 LIVE LOAD I ,� \ "I I "I I I I ,�11 I I .I. federal intellectual cogyright laws andfor state .).All engineered wood Posts OrCOILIEEMS shall beTrus Joisill-Level/Weyerhaeuser brand TimberStrand LSL L3EorParaIlamPSL 1.8E solid members,as specified,or 40#/sf I I , I I I �', 1.I adrninistractive code oard of Engineers rules, along with Tables R301.5,R301.6 and R301.7 of the Florida Building Code-Residential. The engineer's scope of work is limited to only providing the neces,%liry analysis, equivalent,except as noted. Vertical post or columns specified oil the framing plans and/or details as engineered wood may riot be built-Lip or pieced together to form WFCM-01 I , "I I ..I I "I I'. etc.and is punishable by fine,imprisonment � drawings,details,Ind specifications commonly required to depict the construction necessary to conform.to or with the structural loading requirements asoutlined in the 12# sf (including Cln'g Below) � , W I .. 7,,,I I,�, I I I I I "I 11 11 11 I . I I I and/or license/authorization revocation. Upon 14 , I , I I I I : , ," "�, I I I I revocation of license for cause,ay person or the specified dimensions-,they 11IList be solid,one-piece members. Post or colunins specified within these construction docurrientsas dimensional/solid-sawn members- 1.W % , , - �1, :� RIDGE', , �� , � I , ,_ -, , entity.in possession of an origina or copied aforementioned sections of the code,Ind specifically excludes other elements of a Structural nature as well as all elements of a non-structural nature. Additionally,the I DESIGN CRITERIA: 0 " = � I,,- I,, I I r �, , I " I"r I I version i.e. 4x4,4.6,6x6,etc. -may be replaced by a sitnitar-sized(e.g. a 5.25" x 5.25" EWI--'In lien of a 6x6 SYP)engineered wood post without additional analysis or CEILINGS/ATTICS �, : - , I I,�.'I�, I I—I I I ZONE I " iof the docume%s)shall return all engineer's scope of work specifically excludes engineering functions delegated to others[i.e. roof and/or floor truss design,engineered wood productsdesign(exceptEWP 0 W = 1� 1 11 I I I I I I 11, I " "I I "I I I I I I " � vers ons to The Castil lo Group,Inc. x documentation required by the engineer. � LIVE LOAD/NO STORA 0 ,I I E� 11 1� I� I� , ,, /, " ,, , .I 1 1, " � "I immediately and cease any arid all on-con ,'; I " :/ I I I 1�, " I .1 "Ill, 'I, : I I I I I , � I construction and/or use associated with specified herein),etc.] as well as other disciplines of engineering-i.e.mechanical,electrical,plumbing, geotectirtical,environmental,site(including drainage),etc. And, 0 T current) , � BUILDING TYPE ENCLOSED , ,/sf (N PQ I I " I I- , document( Use of this document _� , I N I I I ZONE , , / , , 'e. � "I, - .11, /I, , � , I I I I., / 1 I �� I ,, I I��tll ", ". acknowledges agreement to the I I arld life Safety;Moisture BASIC WIND SPEED 130 mph (3 sec. gust) -, , ,� .I aforementioned terms and conditions. the engineer's scope of work specifically excludes design elements of all architectural or non-structUral nature, including but riot limited to egress, LIVE LOAD wl STORA ' #/sf (Concurrent) , 4. All nailing shall be with"corrimono nails,except as otherivise noted. All nailing riot otherwise specified within these engineered documents shall be as specified by " . ,.: � I 1. I -- I I'' , I 111�1 I I�, IL I'll, "I'll , "I I� 1��' 1� -�,I I,I I 1 I - - , _-__-1_ . protection, infiltration and/or resistance-,resistance to wood destroying organisms("WDO");fire-resistance;energy efficiency,etc. The engineer further warrants that the the applicable code referenced herein. All envelope sheathing shall be nailed and/or screwed as specified and gIL10 or other adhesives shall not be used ill place ofnails EXPSOUIRE CATEGORY C WIND 5#/sf I , � - ''I '', Zo I I I - "Ill 1 , 1 " � ,_ -.1 �l I "�l, ": I I I I I I I I I , I I I I I I I , � structure depicted within these documents,to the best of his or her knowledge,complies with the applicable portions of the aforementioned sections ofthe code,Ind makes or screws. BUILDING CATEGORY 11 LOADING I � I �I�'11�� '' I" I I , -1 �I I I I 'I'll 1 DESIGN MEB no other claims, warranties or guarantees relative to these dOCLInIelItS with regard to their fitness for any purpose. Any data included within these documents that address INTERNAL PRESSURE Coef. +0.18/-0.1 8 I I � I I "I., - ''I / I I I �, "" I�,"I I I ''I 11 11 , I I , , I � I elements beyond the specific confines of the aforementioned code sections and stated limitations is purely incidental to the engineer's scope of-work and shall be DURATION FACTOR 1.60 1 1 1 '""' I ,,, I " :. "I'll'-, 11. I I ��i, , �I I I :, : - . 5. All engineered components,including roof trusses,floor trusses,I 'oist,etc.,shall be installed'in accordance with the manufactUrer's specifications,instructions and SIESMIC I 1 I I � , "''- � I , - DRAFT MEB responsibility of the appropriate entity -i.e. owner,architect,contractor,and/or building official,individually and collectively-to design,account for or otherwise verify as _J N/A , I �� , " I 1 I I I I I 11 '� - , , . I I -_ - appropriate for the intended purpose. directions. I ZONE � � I"I I ZONE �1� I I .1. I CHECKED LAP I I I I I I I 1 3. The structure depicted within these engineering documents,Unless specifically noted herein as otherwise,has riot been designed to resist flooding orthe associated effects 6.All sheathing shall be eitherAPA-or-TEC'Cl-rated,Eposure 1,PSI/PS2(Structural I rated sheathing NOT required except when specifically identified as such). I I I, '' I.I 'll, I 1-11V SCALE N/A I , I I I ite developer and/or building oft" lal,individually and collectively-to establish the arimmut �- , �"�-�' � ,, , �' , ��_,�.,1W thereof. It is the responsibility of others-i.e. owner,arch' . . Sheathing may be either OSB or plywood,unless specified as one or tire other oil the framing plans and/or details. All panel edges of wall sheathing shall be solidly Lg�,�-,I - , I, itect,contractor,s ic n blocked. Use of"ply clips" or similar edgesupport is required at unsupported panel edges of roof sheathing 7/16" t1rick When Supports are spaced at greaterthan 1600/c. _r _l , appropriate building elevation for the subject site and the improvements located there upon. In no case shall the Structure depicted herein be sited at an elevation less than I EZ I GABLE ZONE`3"-CORNER DATE 9.24.2012 the minimum prescribed by FEMA, as prescribed by FEMA and enhanced by the local controlling authority,or as prescribed by the community engineering arid approved Use of"ply clips" or smidar edge Support is required at unsupported panel edges of roof sheathing less than 23/32" arick when supporting tile roofs. Use of"ply clips" ZONE(S),TYPICAL V or similar edge support is recommended at unsupported panel edges of all roof sheathing,regardless of panel thickness,for improved aesthetics. Roofarid wall -f� JOB NO. 12-150 by the local controlling authority. Furthermore,the structure depicted herein shall not be constructed on a site meeting die criteria for or otherwise identified as a floodzone sheathing shalt not be less than 7/16" thick. Floor sheathing shall not b�_Iess than 23/32" thick,with all panel edges supported(tongue&,grove orblocked). Some o Vo unless these engineering documents specifically indicate the design(s)depicted herein are resistant to the potential effects of V-class flood zones. C NASSAU Co. ROMPLANMEW ZONE"I"-INTERIOR ZONEIS) SQ.1-1'. - design loads require thicker panels;see sheathing specifications for specific minimum panel thicknesses,required span ratings and fastening information. 11 I'll, -.----- __ 1 4. The desigu(s)depicted within these engineering documents has/have been prepared in accordance with the applicable laws,codes,standards,rules,etc.,(referenced 7. At exterior walls clad with a Stucco or all applied-stone veneer finish,the APA(Www.apawood.org)recommends tile use of either 15/32" thick,32/16 span-rated I . . . ZONE"T'-END/EDGE ZONE(S) REV DESCRI111ION herein)as interpreted and enforced by local authorities having j urisdictiorl and,further, the engineer is riot aware of any errors or omissions contained within tile design(s) I J) I'll or documents,nor of,my inconsistencies between the desigii(s)and docuryients and the applicable laws,codes,et a]. However,should any portion ofthese engineering sheathing(Exposure 1,PS I/PS2)or 7/16" thick,24/16 spaii-rated Structural I rated sheathing when the sheathing is installed wl"fha vertical orientation(long axis I I EZ" DIMENS10k]: 1:1 I - documents be found to include air error or emission, the engineer,upon appropriate notification,will correct the document(s)in a timely fashion without additional fee to parallel to the studs)on tile wall (see Technical Bulletin TB-202 (6—radditional information). The discretion to enforce the aforementioned recommendation is at the sole � ** ZONE-3"-CORNER ZONE(S) the client-unless the error or onlission arose.from flawed,incomplete or ambiguous data provided to tire engineer,winch will result ill additional fees due to the engineer discretion of the local Building Official. Do NOT use sheathing that does not conform to the aforementioned recommendation unless you have FIRST verified the �000 - L__________ ** 31-011 0 2 - for the additional services provided. The engineer will not be liable for any increase in material and/or labor costs arisitip,from the revision,correction or update to the suitability of the nonconforming materials With the Building Official havingjunisdiction over the project. Failure to do so may result ill the need to significantly enhance - . ! , engineering documents or addendum thereto. - the construction of the exterior walls. 1�1. 4 MPH 1 3 1- 8.Metal connectors shall be Simpson brand hardware,as specified herein,arid shall be installed in accordance with tire manufacturer's specifications,instructions and I I (n � 4 [- 5. These engineering documents may be used one-time-only,and only at the specific site or location identified herein. The design(s)depicted herein nlay not be used to 42� -le. I -1 '.4 t, I directions. Alternates to the specified Simpson connectors may be used,provided that the alternate connectors incet or exceed the specifications ofthe connector(s) " F� execute(a)Subsequent strucLure(s)or elements thereof,nor shall the design(s)be executed tit a location other than the one site orlocation specified herein. . . I I., ��39 specified and have appropriate product approval and installation instructions and directions. 1-295 Cl) _*� [MPH - I _____1 -.17-711, o I The -"'I'll 6. Use of these documents for any purpose constitutes the understanding arid acceptance of the terms arid conditions outlined herein. C-1 I I" A 7. Venif�r structure orientation with architectural drawings and site plan or survey before cornmencing construction. Do riot commence construction ifa conflict ispresent. FOUNDATIONS,CONCRETE&MASONRY le, '� %-1-ISTILL0 0* � &====I ��Q ,9 ' N 1. The foundation design(s)depicted within these engineering documents has been completed in accordance with I 'zed standards,rec, 1-11 Q Gr-aup ` 8. Any discrepancies between these engineering documents arid the architectural drawings,site plan,survey and/or other data or information shall be reported to the -ecogm orrimended soil design M-PH - 0 - i parametersand accepted engineering design procedures and is based upon the best information available,it the thric of their preparation. The design(s)depicted herein engineer before tile commencement of construction and no construction shall proceed until the discrepancies are resolved. Should discrepancies be discovered during I Q D e s i g n e r sn Construction,Construction Should cease until Such time as the discrepancies have been resolved. is/are intended to mininlize differential move.urent resulting from the heaving of expansive soils and/or settling of,subsurface soils. It must be recognized that tire . 0-� I . E-4 I foundation components will experience movement throughout the useable life of the structure. Subsequent ownei�and/or occupants of the structure shall be apprised of I Engineer f�-., I I ,��_ I in 11 tn I � I 1: 9. These engineering documents have been prepared consistent with the archileCtUral drawingsand details provided by others-that include dimensions,opening locations ace and Slibsurrace drainage,maintenance,the construction of US-1 I 1 6550 Roosevelt Blvd. � " ,�, the soil conditions present and be advised to mai tain good practice i I the future with respect to SUrf, �7\ � ��,- ,_ , I ��,� ,�_, il- -mation-which has been replicated into these engineering documents. The engineer is not responsible for the accuracy of the replicated information . E_ I jacLsonville,FL 32244 , 1_� and other specific infoi partitions above floor slabs,finish work on or above the floor slab and tire locating or constructing of secondary elements near ale structure that Could affect future r__ � _1!t 't�__tI"____-- I or for claims arising from the use thereof. performance. 2 ��30) kn * (904)772-6-0 .,,-,__ , a� �--I- ,:� � 29015 - ,..J�. i, ,@ - FL CoA No. .0.__ , __I 'il MPH .1 ATLANTIC 11 1, 1, - 10.Unless specifically depicted within these engineering documents, the engineer has riot been made aware of nor accounted for other components,elementsorsysterris 2. The foundation design(s)depicted within these engineering documents has/have been prepared based on a relatively flat, well drained building site featuring 1-10 1=r, --J- I I , I — - I� I I I that may be intended by others and could affect the performance and/or serviceability of the structure depicted herein. exclusively non-expansive soil with an allowable soil bearing capacity of not less than 2,000#/sf and a design lateral load(at-rest pressure)of 60#/sf per foot of depth , � I I 11 11 CA I . � I with a level back slope. Should site conditions be adverse to-or otherwise inconsistent with the aforementioned parameters,construction shall cease ininiediately and III- I I Z, , ,,'71 7 -- 77- , - "I I I I 1. These engineering documents should never be scaled. Wall framing should be based onthC Stud table(s),specifications and/or the relevant notes provided herein. Wal -conditions,Ind no further construction shall occur until the engineer has provided additional direction. . IV BEACH— L_ I� "I",�� 7 1 the engineer shall be promptly notified of the 'J I I�V- 'A ? � . �00) 3 I framing shall not be assumed based upon the"scaled" wall width depicted on these or any other drawings,or based upon notes or references included in the architectural F.) �0@ I C) drawings. 3.Backfill should not be placed adjacent to 1he foundation walls until the walls have cured adequately to provide sufficient strength and have been anchored to the floor MPH -�, I 1� system above or otherwise properly braced or Shored to prevent damage to the wall. R 0 rd ST. WPM JTB d ell) M.. - __ E__� i 12. These engineering documents include specific information of a structural nature-i.e. the size, grade,species,quantity,strength,etc. oftleaders,beams,coluarris,posts, , Q (6 a-n --- )0_� V 4. Refer to the Geotechnical Engineer's report for all soil and/or site preparation requireirients necessary to achieve tire required minimum 9-,000#/sfsoil bearing P4 "e, #-* �:) Studs,joists,rafters,sheathing,footings,reinforcing,connectors,fasteners,etc. This information supersedes Information of a similar nature that may be shown oil the . ��3(0 M" I 6 �F -.� capacity. in the absence of a geotechnical crigincer's report the site arid soil shall be prepared to the satisfaction ol'the Building Official.,, 1,4 -, 2 associated architectural drawings. Additionally,the size, grade,species,quantity,strength,etc. of the structural elements specified heremmay be exceeded or enhanced, I � � �p Z 0 --_ -et MPH �, d __ within reason,at the diserction Of tile user without additional review or analysis by the engineer, unless specifically prohibited by the engineer. 5. All foundation pads depicted within these engineering documents shall be formed to the dimensions as indicated and substantially centered beneath the associated M Q FLOOR PLANMEW C) - (1) -references. All pages of the enginceringa documents should be reviewed,Ind understood before using column or wall,Unless indicated otherivise. i __ I U L3. These engineering documents include multiple pages with cross i CLAY CO. ,:i, :i 1-295 n i the documents for any purpose. If(a)page(s)of the engineering documents is/are missing,illegible or otherwise unusable,obtain complete and legible documents before i 0 ZONE"4"-INTERIOR ZONE(S) � I )) 6. The location of steps,jogs and top-of-wall and/or top-of-slab elevations are critical to foundation performance. While the location of those steps,jogs,Ind elevation i 1-1 proceeding with intended use. changes indicated or otherwise known to the engineer have been depicted within tfiese engineering documents,it is understood that some of these iterrismay change I F4 EZ" DIMENSION: �� cn 14� It is the intent of the engineer that the structure depicted within these engineering documents be executed in conformance with all requirements ofthe authoritieshaving during actual construction. The design(s)depicted herein call only address the proper foundation configuration as specifically depicted herein and could require I 10.11, V) ** 31-011 ** Ll ZONE"5'-END/EDGE ZONE(S) ,� Z jurisdiction over the construction and/or occupancy depicted herein. All contractors-including materials and/or labor contributors-are responsible for the means,Ind additional analysis,Ind effort should field revisions merit. I I I L___�...... - - C) methods of constructing the structure depicted herein arid shall perform their respective functions in conformance with all applicable laws,rules,regulations,codes,Ind � 9 T,Jot U �-� 7.Extreme care should be used throughout tire construction process to prevent the movement of retaining, INS Co. 11 E__� standards. Under no circumstance shall these engineering documents,norany portion thereof,be used for any purpose until a)they have been reviewed,b)they have been and/or foundation walls until the completion of the structural � _A system. It is the sole responsibility of the contractor(s)and labor contributors executing the design(s)depicted within these engineering documents to adequately shore approved,and c)(an)appropriate perrnit(s)has/have been issued to execute the design(s)depicted herein by the appropriate controlling authority(ies)ortlieirdesigiiec(s). I PROJECT LOCATION MAP = llq� 0 the walls throughout the construction process to maintain the integrity of tile desigii(s). MAX. ON-CENTER STUD SPACING (iii INCHES) Furthermore, all construction arising from the desigii(s)depicted within these en,,irieering documents shall be inspected as required by the authority(iess)-responsible for the V iSSUanCe of any perrilit(s)arid shall pass each required inspection before the construction progresses further. No Certificate of Occupancy(or similar statement of cj� U completion)shall be issued for the structure depicted within these engineering documents,nor shall the Structure be occupied or otherwise Used for any purpose,until such 8. The building site shall be cleared of all top soil and organic matter beneath the planned structure location, as well as for an additional five feet or more beyond the END-ZONE/INTERIOR ZONE: �_� . I I I perimeter thereof. Unless otherwise indicated, all footings,aid flat concrete shall bear upon non-orgame,undisturbed soils compactedto a density ofnot less than 95% wiND 13o/c FLEXIBLE FIN � �i , ' t ime as the authority(ies)having jurisdiction over the construction and/or occupancy of said struc Lure have confirmed the struct ure is safe,Sound arid in compli ance with all - J S 1-1 E S (NOT STUCCO) applicable laws,rules,codes,etc.,and consistent with the drawings,details,tables,references and specifications depicted within these engineering doc4merits. of Modified Proctor Maximum Di-y Density (ASTM D 1557)for a depth of not less than two feet(24 inches)below the bottom ofthe f6v6ting&slab;Or,upon clean Nlm RE[It <30' C, GW-,GP-, SW-,and/or SP-class fills with,my organic materials removed. Fill, as required,shall be placed atop tion-orgartic, undiStLirbed'soils(with the compaction _FfNISH FEEX. 2x4 2x6 2x8 2xlO U thereof verified as previously referenced)and added in one foot (I 2 inch)lifts arid each lift shall be coni acted to a density of not less than 95%ofModified Proctor PLATE HEIGIEF __ ,_� �:) W 15. It is the sole responsibility of die contractor(s)and labor contributors executing the design(s)depicted within these engineering documents to determine the proper p ... (NOINIINAL) #2 SPF #2 SYP #3 SPF #2 SPF 92 SYP #2 SYP #2 SYP Cl) MaximUrn Dry Density (ASTM D1557). These minimum specifications may be exceeded or superseded by either a geotechnical engineering report specific to the 81 __ - __ — /24" 24'724" -7 erection procedures and sequences required to insure tile safety of those providing the labor and materials necessary to execute tire designs, as Well aS insure the Soundness building site or at the direction of the Bu 24"/24" 24V/24" 24"/24" 24" 71/24- 24"/24" �4 P-4 of the structure,Ind its sub-elernents and/or components throughout the construction process. Furthermore,it is the sole responsibility ofthe contractor(s)and labor ilding Official,as deemed necessary to achieve the minimum required(2,0000#/st)soil bearing capacity,but in no case shall the 91 ___T__ 0 Cn i -i4-/2-r 4�'/24- 24"/24" 24�/24" 24'724" 24-724" 24"/24" site be prepared to a lesser deoree than that which is outlined herein. _1(y lbutors to provide appropriate and adequate temporary braci maintain a safe,plumb and level structure during the construction process,until such time 0 It, _ - � U� contr Ing necessary to I 12"/I 6"lZyjr 2A�/24�- 24"/24" 24'724" 24"/24" 24-724" throughout these - 10"/12" 10"/12"24"/24" 24"/24" 24'724" 24'724" 24-724" K�,.I as all of the structural elements,Ind components depicted within these documents are properly installed,inspected arid approved. Bracing shown --- , engineering documents is permanent bracing,Ind should not be confused with or substituted for the aforementioned,temporary bracing. _-F—ir 11 - 24"/24" 24"/24" 24-724" 9.All concrete slabs on grade shall be no less than the thickness indicated on the drawings(no less than 4" nominal thickness in any instance)andbeplaced atop 12' 24"./24 24"024"_�___ __ ITI applicable codes and standards. Slabs shall be reinforced N'Vltlieltlier6x6 WL4xlA P-4 (minimum) I Omll polyethylene(visqueen)ba ier installed in accordance with, W �4 16. Yet-to-be-installed building materials-such as gypsum board(odrywall")and roof shingles or tiles-placed on the floor(s)or roof(s)ofthe strUCtUredepicted within WWM,lapped not less than 8" at edges/ends,in conformance with ASTM A-185,or Fiber-Mesh reinforcement shall be used with minimum 2"fiber length at a rate of 1 14' N.P. N.P. 12"/16" 24'724" 24-724" 24"/24" 24'724" . � �� . lb.per Cubic yard of concrete,complying with ASTM C-I 1 16. — LIT N.P. N.P. 12"/16" 16"/16" 16724" 2,V/24" 24"/24" =- C) these engineering documents shall be evenly distributed over an.expansive area so that the Weight of the Lillinstalled materials does riot exceed the allowable livo loads of 18.5' _7R.P. N.P. 8'78" 8"/12" __E�/12-___ 24"/24" 24"/24" $:)-4 Z tile floor or roof, Unless indicated otherwise within alese documents,40#/sf for floors and 20#/sf for roofs. 10.Minimum compressive strength of all concrete used for foundations,slabs,etc. shall be 2,500psi at 28 days. _195' N.P. N.P. . x,1/8,, 8"18" 811/1, - T724" 24"/24" � COMPONENT & CLADDING .PRESSURES (iii psO-Vsd or "ALLOWABLE: - 20.5' 1 N.P. N.P. 6"i8l' 8"/8" 81./811 16"/24" 24"/24" E — 17.All materials specified within these engineering documents shall be installed properly,in,,I workman-like manner and 'Ill accordance with the directions arid instructions � . - __ - 21.5' 1 N.P. N.P. - 676" 6"/8" ___i��/r 16716" 24'724" C) 6 �-4 provided by the manufacturer,or as otherwise indicated by the code or associated product approval document. I 1. Where indicated,cores or cells of block masonry (CNW)shall be filled with coarse grout or pea gravel concrete with a minimum compressive strength ofnot less WIND 130 C ROOFS(all values negative-i.e."UPLIPTP) 22.5' 1 -RJP—�---i�,—P -- — "It �A than 3,000psi at 28 days. PITCH < WALLS(itiel.Windows&Doors) N.P. , 6'76" 678" 16"/16" 24'724" ��6/12 __ .. . _ r__� 18. These engineering documents have been prepared using the version of the Florida Building Code and/or Florida Building Code-Residential(along with the associated Nfir.Rflit- <30- ZoNjE,13" ZONE"T' ZONE"I" OVERIL)LNG OVERHANG END ZONES INTERIOR ZONES U � 12.Reinforcement shall be detailed in accordance with ACI 315,Detailing Manual. Minimum concrete cover for all reinforcing shall be os follows- AREA(in sq.fl.) CORNERS I END/EIYGE INTERJOR CORNER INTERIOR NEGAJIVE POSITIVE NEGA11VE POSITIVE MAX. ON-CENTER STUD SPACtNG (in INCHES) standards arid design methodologies referenced therein)applicable at die time of the preparation of the documents. As the applicable code,standards and methodologies are 11 . __ C) 41 i routinely updated and/or supplemented,the engineering may become outdated and invalid for use if the documentsare not subinitted to the local permitting and a)Concrete cast against earth: 3" <10 -28.28 1 28.28 -24.18 -40.99 -40.99 -32.38 24.18 -26.23 24.18 END-ZONE/INTERIOR ZONE: I._4 �� Z enforcement agency (and subsequently used for construction)in a prompt manner. Should pernritting and/or actual construction be delayed beyond the applicable effective b)Formed concrete exposed to earth.or weather: 1 1/2 o 1 20 --27.05 -27.05 -22.95 -39.76 -39.76 -30.33 23.16 --::25.21 23.16 c)Interior slabs,walls,etc,: 3/4" 1 50 -25.41 -25.41 -21.31 -38.12 -38.12 -27.26 21.52 -23.57 21.52 1 WIND 130/C BRITTLE FINISHES (STUCICO,etal) 4!� ,c� W date of the edition of the code,standards and/or deign methodologies referenced herem,the engineering documents shall become null and voliand shall be returned to the I >100 -24.18 1 -24.18 -io—.09 I -36-89 I -36-89 , -25.21 Mti.Rf.tlt <30' - - -_ engineer,who may subsequently be contracted to update or re-engineer the structure(as deerried applicable)to the current edition of the appropriate code,standards and/or , 20.49 , -22.54 _ 20.49 1 FINISH BRIT. 2x4 2x6 2x8 2xlO > sn. Q� 13. All reinforcement shall be conforria to ASTM A-615 and be grade 40(G40)unless indicated on the plans and/or details as grade 60(060). All longitudmial - __r__—— — �:) 5 ., methodologies. In no case shall these doCtIllients be used for permitting or construction more than one(1)year after their date of original issue. PLATE HEIGHT P2 SPF AE2 SYP 173 SPF #2 SPF #2 SYP #2 SYP '12 SYP (horizontal)reinforcing in walls and footings shall be continuous at/aEOLInd comers arid intersections,and/or matching comer bars shall be used. All longitudinal (NONIHIAL) (horizontal)reinforcing shall be lapped at splices a minimum of 40 bar diameters(20"minimum lap for#4 and Sim 81 1. C) E__.� 19.Engineering documents such as these depict a design that is both impractical and econouliCally unfeasible to fully test or prototype prior to execution. AS such,extreme aller reinforcing),Ind all vertical reinforcing shall be 16'716 16724" 24"/24" 2T724" 24"/24" 24"/24" 24"/24" lapped at splices a minimum of 25". 0 � ___ 91 ______ �� <= W care,Ind code-required factors of safety have been applied throughout their preparation in an effort to minimize the potential for errors,omissions and/or conflicts. 12"/16" 12'716" 24"/24" 24"/24" 24"/24" 24"/24" 24"/24" r--i W However,the very nature of the process provides opportunities for errors arid conflicts to arise during the execution of the design(s). Because ofthe inherent inability ofthe . . � (2)2xI 0-2/3 HEADER/BEAM CALL,OUT --...- 10, - 10- 12" 10-/12"24"/24' 24"/24" 24'724" 24"/24" 24"/24" 1 ,I if oncrete operations-includina but riot limited to mix design,mixing,transporting,reinforcing detailing and placing,placing,curing,arid testing-shall be done ill 6"/8" 8'78" 20"/24" 24'724" 24"/24" 24"/24" 2411/24" -"I 14. ALL c i 1 4-\ C/D �r engineer to foresee every potential conflict, ambiguity,inaccuracy or oversight during the"paper" phase,opportunities do exist for the design to require additiona e ort V C, ________ � I . services as in accordance with the requirements,Ind application of ACI 301 "Specifications for Structural Concrete." NUMBER OF KiNo-s'rUDS EACH SIDE OF OPENING 12" N.P. N.P. 18"/20"22"/26"24'/24" 24"/24" 24"/24" —___1T once construction has commenced. This,combined with the relatively low fee(relative to the cost of the structure)associated with providing the engineering ___i�R .—P 8'712" 12"/12" 12"/16" 24"/24" 24"/24" , pi� (:) un depicted herein,causes the engineer to be unable to,accept"back-charges"for errors or omissions contained within the design(s)depicted herein. 11 NUTIvIBLR OF JACK-SWDS EACH SIDE OF OPENING 14' __ ____ — ___ 1<� i 15. All masonry work shall be in accordance with ACI 530/ASCE 51fMS 402 Masonry Building Code. SIZE OF HEADER MAXERIAL(#2 SYP U.N.O.) 16' N:� !�.p P-4 "� W ?"i V NUIMBER OF PLIES IN HEADER 678" 8`/8" 8'712" 16724" 24'/24" W I,-" 20. These engineering dOCUmentsand the designs arid ideas expressed herein,ire,in instrument of service and remain the physical and intellectual properly of the engineer. 18.5' -N.P. -N.P. N.P. N.P. � 676� 12"/16" 24"/24" �-,I gl.� W For cause,upon notice,the documents shall be returned to the engineer in their entirety. Reproductions of the documents,the design(s),ideas andJor elements contained 16. Concrete masonry units shall be ASTM C90-75,Hollow Load-Bearing Concrete Masonry Units,Type 1,Grade N-1,normal weight,�i ith a rninimum compressive ALL EXTERIOR HE 19.5' N.P. N.P. N.P. N.P. - 5'76'._ 12'712" 24"/24" Ift^ herein are prohibited without the expressed written consent of the engineer. strength of 2,000psi (fin= 1,500psi). i\-DERS UNLESS-NOTED OTHERWISE 20.5' N.P. N.P. - N.P. N.P. MR 8"/12" P4 50 > 17.Mortar shall conform to ASTM C270 and.beType& ALL INTERIOR HEADERS UNLESS NOTED OTHERWISE __ 21.5' N.P. N.P. N.11. N.P. N.P. 811/81, .<� P. �:) C) � 2 1. These engineering documents have been prepared for the specific site or location identified herein, as relayed to the engineer by the client. Theengineer has used . H�-N.P. -15 ..N.P. , N.P. i N.P. ! 8./81, 6--.J r,^ U � resources reasonably available to him, based upon the information relayed by the client,to deterinine the appropriate wind speed and exposurefortlie specific site or , EXTERIOR STUDS SPACED AT G1?LAYL,'1?71IAjV 16"o/c �� 11dr-1 18. Grout,when specified,shall conform to ASTM C-476, with a minimum compressive strength of 3,000psi at 28 days and mixed to prb' �ide a slump of between 8" �� location of the construction depicted herein. Those resources reasonably available may include local government GIS maps and/or satellite mragery,wind speed maps ",-I The Building 0.ffic'al shall verify the and I V. SHALL BE SHEATHED WITH MINIMUM 19" (�" NOMINAL) r-^ �-4 published by the local controlling authority andlor the state DCA, and/or other commonly available maps and/or satellite imager%,. 1 3? 8 wind speed,exposure and other design criteria shown herein to be correct and code-compliant prior to approving these documenis and authorizing coiisLrue6on from them. � SH=, MNG WITH VERTICAL APPLICATIONS&STUCCO V-1 �� : g 19.Pre-cast and/or pre-stressed lintels,mamd'actured by CastCrete,shall be provided overall openings in CMU walls, unless specified differently oil the drawings. FINISHES. The engineer shall not be liable for any claims arising from inaccurate wind speed and/or exposure designations based upon the site or location information provided to him L intels shall be of adequate size,strength and reinforcement for the given span and loading conditions. �( � "RSD"IN 13LACE OF A QU,,WrITY OF KING-STUDS IN A HEADER OR BEAM CALL-OUT INDICATES TFIE W �,i . by the client(or others),or for the accuracy of those mapping and/or imagery resources used by hirn to aid in designating wind speed and/or exposure. SPECIFIED HEADER OR BEAM IS RAISED ABOVETHL>1,fNL - MAXIMUM ON-CENTER STUD SPACING IS 16" WHEN - 71, �� .-e, �) 20.Provide horizontal joint reinforcing in CMU walls at 16"o/c vertically conforming to ASTM A82 and ASTM A 167 Type 304. ;� <----->INDICATES DIRECTIOINAL ORIENTATION OF SPECIFIED FRAXIINGNIENJBEI� I USING T6- THICK WALL SHEATHING. U U �� E--, SPECIFICATIONS: STUDS WITH MAXIMUM ON-CENTER SPACINGS OF6" OR 8" U STEEL 1� I MAY BE DOUBLED AND SPACED AT 12" OR 16" ON-CENTER, .<-� P4 P',� �D RESPECTIVELY. DOUBLED STUDS SHALL BE FASTENED J WOOD FRAMEWALLS 1. Steel elements shall be detailed,fabricated and erected in accordance with AISC "Specification for the Design,Fabrication and Erection of Structural Steel TOGETHER PERTHEMULTI-PL Y POSTCONNECTION TABLE. �4.0 0 pa� 1. Unless otherwise specifically indicated within these documents,vertical wall framing(studs)may only be interrupted(i.e. broken,pieced or"platform-framed")when Buildings," 9th edition. �-4 E-.-I fully-braced by ,in intersecting sheathed floor system. Stairs,stair stringers and some interniediate roofs do not quality as an"Intersecting floor System" and should not be FRAMING CONNECTOR SCHEDULE FRAMlNG-TO-FOUNDATION/MASONRY CONNECTOR SCHEDULE = �`,c �4 CA . used to support platforril framing unless specifically designed to do so and specified as such by the engineer. All vertical wall framing(studs)shall be continuous and 2. Structural steel shall be ASTM A36,except as noted below: CLIP,TIE FASTENERS NAILS/SCREWSTO HARDWA-RE/ A.S.TNI-M7-- — - EXT/MONO FOUNDATIONS EXr/STEM-WAU_ FOUNDATIONS . ____ 6 l�IT LOCAHOI`�S —_ uninterrupted between points of lateral support. a)Pipe ASTM A53,Type E or S,grade B �, of SFRAP orNAILS FP,',XIING NIENIBERS CONNECTOR SAE I CMU 'WALL TIE-BEAM /UNTEL Project Enyineer: ATR 1018) ___RN—EMBED -MIN EDGE DIST MIN EMBED MIN MIN EM b)Tube ASTM A500 ( DIA MIKEMBED . 16 __ La- . ce� aine, 6 H2_5 (5)Sd PER END (12)16d ABU-44,-66 51s" 1-1/r 5-111, 3" 12" � A PE rl — ____ 1-3/4"16" N/A 2. All top-arid shoe-or sole-plate material shall be#2 SYP lurnberwl maximum 19%moisture content. Shoe-or sole-plate material in contact with concrete orniasonry H5 (4)Rd PEREND I 10)16d/EACH 1,172013&DTT2 1/1"(EA) 4-1/4"�,p,HN —__ — __ Pr I s, 'ori; ngirMer ' ___- __ - C-L.WIvIIN 3 5-101, 4"W I I/2'SPC'G shall be pressure preservative treated. �3.All bolts,anchor bolts,Ind threaded rods shall be ASTM A307 unless mclicated otherwise. H8 (5)10dx 1-1/2"PEREND 1-1/21,SPC"G 2"W1.1-SPCG 12" I-3/4"/6" 12" 3'SPACING FL i 475 ," — - —T,-,�;-- _TT__iT' 1-3/1"/6" 1 (22)Hid SINGLE NIGT 5,8" ,-"-'" I — ___ 12" 1 MTS12 1 2�(22)10d DOUBLENIGT (2)5/8- �_I/2" __ GA Lice . -3 - I 04)lod or 10d x 1-1/2"'IDTAL C�L. ) 3.All vertical wall training(studs)-including"jacks" and"triminerso -through 2x6 shall be#22,#3 or Stud Grade SPF lumber,as indicated on theplan(s)and/ortable(s), 4. Hex nuts and couplerS/COLlplings used for bolts,anchor bolts and threaded rods shall be low carbon steel and meet or exceed the capacity of the corresponding ASTM irrsm (20)10d or(24)lodx 1-112"TOTAL — I 9-irl" _T��_2- ._T112-1_V 12" C.L. I� - _� —- — 8 1 _:� w/maximum 19%moisture content-except as noted or specified otherwise on the training plans and/or details. All vertical wall framLing(studs-)Iarger than 2x6 shall be#2 A307,A36, SAE 1018 and Grade 2 bolts. — (18)16d SINGLE Irl-FI61-1 5,8" — 'r-_" _—7 10- I"— 11 SC Lic�i , \1 116 16d S NTXM- TOTRUSS, - 12" 3/4/6" 121, -.0. - LGT2 ) I DOUBLE=16/4 (2)5,8" i.W I- C,L. I� ' -(.�� led on the framing plans and/or details. (I I __— 7__72—" 3-1/2*'/4' 12, C,L. ser � gn - r� 4) 6dstNKERsTo,&PcGT 2X(13)16d 7 1/2" — Thosdrawing tv, withoutraised- " SYP lumber AW maximum 19%moisture content unless otherwise noted or specif 7_ 1_7� 5.Hex nuts and couplers/coUplingS used for high-strength bolts, anchor bolts and threaded rods-ASTM A449 or slirular-shall be heavy hex ASTIVI A563 grade DFI, H 16,-16S,-1 6-2 (2)1 Od x I-1/2"TO TRUSS,H O)TO 1iPCGT 2x(18)16d TANDENf_1rrr16/I (1)—5,3' —s.r. ——9-1/2" 1. _i�A_— I �., � in EILUE�jnt�. _ �' , ___ - — - _�INGLE_in72-11�5 _5,8" ___ — 15" 1-3/4'/6" N�44r,-"Y'vw-,�e��$4 'The-Castilro Group,tile. �" 4.All required 2x blocking in vertical wall framing shall nicet or exceed the specifications for grade and species of the studs specified for the same wall, except walls that NISrAI2 (10)10d'rarAL — (32)16d Siak� ,.42. 9-112" T. T5';——1-3/1*/6" N/A I I . 1. TIASTA18 — ______ __ -_— 65,50 Rooi;evelt Blvd. ,, � ing. (14)1 Od TOTAL 2xU2)16dS1RkM DOUBLE irrr22i5 (2)5,8" 5-1P. 9-1/2" 5" SEEPLAN N/A I - I an _ i Jacksonville,FL 32244,, - are specified as SYP, dare also riot designated as a shear-wall or portal frame wall may use SPF blocki — C011,ROSION&DECAY RESISTANCE: NISFA24 (IS)I Od TOTAL — (20)'T'X 2-1/2"SDS SINGLE HDU8 7,3' 811 i 1. I., IJ-1/2" 3.11 13-1/2' p, :�ts— , � �I 7 ' INISF37 — — — 2"I 4" C-L. , 1(904)772-61-66 .-' ' 1 (42)1611 TOTAL --50UBLE IIDU8 (2)718" ,V A __�_3-1/1- _37� 13�1/2- 1 3-112-�V 13-1 1. 11� I � 5. in some instances,these engineering documents may include a specification for a Column within a wall where the size ofthe column exceeds the thickness ofthe wall as 1�(20)y,"-x2-112"SDS � I� � , I � —____ I FL COA Number�9015 used to resolve the conflicting thicknesses: a)The 1.All structural members of wood or structural composite lumber either exposed to weather or in direct contact with the ground or soil-i.e.decualcony fMST48 (46)16d TOTAL (30)Y,�x 2-1/2"SDS SINGLE HIDU I I I* 911, _. I C.L. I - specified either'in the Stud table(s)or relevant notes. In such ills tances, any of the following three options maybe I - - Q 15" 1-3/41, SEE PLAN NIA f —�_—— ceal the thickness of ale column within the wall- b)The adjacent wall may be furred-out to a thickness boards/lumber,joists,posts,etc. -shall be pressure preservative treated to a level rated for the specific application. Boratc-based treated Wood shalt not be used as/for 1kfSI'60 (56)16,1 TOTAL 2x(30)Y4x 2-1/2"SDS DOUBLE HDU I 1 (2)I" 15-1 15" 4" SEE PLAN V C= � SHEET thickness of the adjacent wall framing my be increased so as to con I ___ _iZ—k — �, , . � . structural members exposed to weather or in direct contact with the ground Unless specifically r, CS16 (30)Rd"(26)I0dTOTAL (36)/,"-x 2Y,"SDS SINGLE HDUI4 . _��175-- -��— � Avl%wkil ' similal-to that of the colurpri so as to conceal the thickness of the column within the wall-,or,c)The column arid adjacent wall may remain different thicknesses arid the ated by the M'alulfacturer/treater and approved as adequate for the I r, cwn� 1 SEE PLAN N/A ; a 11 application. SPH-1,-6,-8 (12)10dx 1-112" — — —— --- :; ., A, I column."wrapped" with a linish material(I.e. gypsum,etc.)and left semi-exposed into an interior space within the structure. Additionally,ifilone ofthe three Ix(36)Y�"--x 2Y,"SLIS DOUBLE HDU141 (2)1- 15'� 15" �111 SEE PLAN N/A ,� I I — . — — 1 (16)10d _E: T3 11-1/2" 3` SEE PLAN 3* I aforementioned options are considered to be practical,the engineer may be contacted,Ind requested to provide additional analysis to detennine ifain engineered Wood IIPAlID22 (23)16d TJGT —FIG (2)314" 71,1� I 1-1/1" CL_ I 11i'" 1� - 2. AJI interior wood and wood-based members in contact with concrete or masonry shall be pressure preservative treated to resist decay. LTP-t H 2)Rd x I-112"TOTAL (16)Hid HGN 7- 9. �,� �i C k"'1311 (EWP)or structural steel Column may be used within the allotted wall cavity. % A35 —(12)Sdx 1-172"—TOTAL I I I_��SEE PLAN — __ I it-it", I C,'.... I �., . I. "FIR,VNI LNG"aid"FRANING-TO-FOU NDATION'CONNECTOR SCHEDULE NOTES: GUARDRAILS,F[ANDRAILS AND SUB-�kSSE'�IBLiES/CO,\,IPO,\TaIT,S'FffEREOF - Z� I WANIArA 2" in diameter and in contact with pressure pi �, 3. All fasteners(nails,screws,bolts,etc.)less than V -eservative treated wood shall be eith6r hot-dipped galvanized(HDG)or XJETA20 — (12)10dx 1-1/2" - (POSTS,BALUSTERS,ETC.)SFU\LL BE CONIPRISED OF MHER A MOPRIETRAY I I Of -PART EPDXY FOR ATRJO-F�UND.CoNNEcTIONSU-N.O. �, stainless steel (SS). All metal fasteners&connectors exposed to weather and/or in contact with corrosive materials shall be rated by the manufacturer for compatibility HFTA20 (12)I odx 1-1/2" — 1)USE SINIPSON AT ACRYLIC TLETWO , SYSTENI WITH APPROPRIATE/APPLICABLE FLORIDA PROD UC`T A.?PROVAL(S) � � L_ ___, 4 FIELD FRAMING — 2)ALL D11MENSIONS(ROD DIA-METER,ENLBEDNIENT,EDGE,E7C.)AP,NIINV4U,%I DISTANCES U-N.0, OR oTHERwisE BE DESIGNED BY A FLORIDA-LICEiNSED PROFES�IONAL 111� I �, � with the application and/or corrosive material. The exterior use of any material treated with a pressure preservative treatment containing aninicirria shall require the LGT2-111ASONRY (I 6)16d SINKERS TOTRUSS, 3)-DOUBLE-HOLD-DOWNS REQU LPENIIN11%IUX1 8-SPACING BE rWEENNfR ANCHORS U.N.O. ENGINEER TO'rfIE DESIGN cRiTERIA STATED INTHE'APPLICABIE CODETHIE' . I'll, � I- The use of any material treated with the pressure preservative treatment ACZA shall require die exclusive use of SS - OP DRAWING(S)ANDA'SSOCIATED ,.��1;4,.&,�,'� 1 exclusive use Of SS conriectorsand fasteners. (7)1/4—-n 2-1/,4"TITEN SCREWSTo WALL 1)EDGE DISTANCE DINIENSIONSTOBE NIEASURED FRONITIE EXTERIOR FACE OF THE FOUNDATION,CURBOR PRODUCT APPROVAL REPORTA2NDiOR SH I 1. Limited elements orareas of the design(s)depicted within these engineering documents may Include the label or reference"field frameo or similar. At these confined ,#�i;,,,A41;� I I 1 C7 NITSIN116 (7)10d-r 10dx 1-1/2"TOTRUSS, CMU WALLTOTHE I OF THE ATR ANCHOR DESIGN eRrrEJ ' ' ' ' ' FVIEWED AND APPROVED BY THE E.O.R.PRIOR I locations the engineer has determined that it is unnecessary to establish a demonstrable design for the specific application. These elements or applications may ificlude connectors and fasteners. (HI/4"x 2-1/4"TITEN SCREWSTOWALL 5)NIIN.EDGE DISTANCE DOES NOT APPLY AT WrERIOR CURB LOCATIONS ONLY IFTHEMIN.ENBEDEMENT IS TOCONSTRUC . , NfEASU RED FROAt THE LOWER SLAB EL EVATION . I stairs and/or landings plant shelves, widows walks,radiused floors and/or walls,decorative Or Volume ceiling treatments arid similar,non-typical construction and/or HTST%116 (8)10d or 10dx 1-1/2"TOTRUSS,TO 6)ALL PARTS INIATERIALS TOBE INSTALLED IN ACCORDANCI WITHNIANUFACTURER'S INSTRUCTIONS& . � — (4)VV-x 2-1/4"TITEN SCREWS WALL DIRECTIONS 11 ' 4. Stainless steel (SS),,Ind zinc-plated/galvani zed(i.e.Z-MAX,HGD,etc.)connectors&fasteners shall not be combined. Use only SS fasteners with SS connectors. PX`VIEWED FOR CODE COMPLL4,NC - 1;1!!!1111,11;11� accessories. As such,the engineer has deferred to the contractor or other person or entity responsible for the execution of the construction depicted herein to create his or F116,46S,-16-2 (2)I0dxI-I/T'T0TkUSS, 7)ALL NAILS SPECIFIED ARE'CON1,,ION'SIZES U.N.O. E 112:11 an I-11 il.� e seT n or ment I I 0 1 AW I JF / AVOF _4___�,��n, her own design for elements or applications specified as"field framing" or similar. The design(s)and execution thereof shall be in conformance with all applicable laws, Use only zine-plated/galvanized fasteners with zinc-plated/galvarrized connectors. (6)1/4"-x 2-1/4"TITEN SCREWS TO WALL 3)NIUNDJUNI ROD SIZE)GRADE,E,,IBED,,IEN'f&EL)(jEDISTAN(-ESH(DWNONPL,XNSUPERSL'DES,\IINLI,IUMSSIIOWN FGIR. (13)I/T'x3"SDSTOTRUSS, ONTHISCHART CITY OF ATUNTIC-BEA rules,codes,etc. and shall be to the executed to the satisfaction of the Building Official. (2)1/2"-x 5TFIEN HlYsTO WALL C111 _� 9)Xf I N WUI%f E DGE DI STANC E S OF 4-OR XfORE REQU 1REINJINMI UAI 6-WALL MX"IING SEE PERMITS FOR ADDITIONAL 5.Regular inspection and maintenance of wood,wood-based and metal products Used in stnictural applications and/or used in outdoor or other potentially corrosive INISTAN136 (I I OdTO,FRANIING, 1 0)"'UN11%I W%f 3"SPAC ING BE T WE EN META-or HLTA-ANcHoRs u.N-o. - — environments orapplications is essential for continued,long-term satisfactory performance. . (I)I It`X I-I 1-1"'ITIEN TOINI ASONRY I 1)&I IN I'll U111 1-1/2"EDGE D ISTANCE FOR TITE N SCRE WS REQUIREMENTS AND COINDITIONS. .q IM IN11M U Nf 4"ED GE DISTANCE FOR TFFEN I IU� ____ I r __ I 0S= " . —- I 11 I f),.1UMr1 — Z_ � . I - __-__ __ . THIS DOCUMENT, ALONG WITH ASSOCIATED DOCUMENTS, IS AN INSTRUMENT OF ENGINEER'S SERVICE FOR THE EXCLUSIVE USE AT THE PROJECT TITLED HEREIN. INFORMATION DERIVED FROM THIS DOCUMENT, AND/OR ASSOCIATED DOCUMENTS, MAY NOT BE USED FOR OTHER WORK(S) OR PROJECT(S) WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE PROJECT ENGINEER IDENTIFIED BELOW. REV DESCRIPTION 1 - 2 - 3 - 4 - r ST LLou - Designers EngineersF. 25'-D" I 3'-0' 10'-0" E R RODS AT MAX. 6'-8"o/,) 3' ' ST2 L---J HB i U !U U o o II n o 0 0 0 0 -1 0 � I w w �( w w w w U v �U ----------------------------------------------- rJ01 Q r-------- I I i I i is i I _CJ02_ � j �� CJ02 W p p ST2 �--- _ � - E-I ---- -- ---- 1 1 CJ03 --y� J03 p Ld --- - - --- —li ---_ m Cl Z --- T01 ---- - Q W i W C>C) 0 Q 3'-0" i I Q Cn – T03 J - - -------------- Q i ---- - z '1`1 X N ZF-O 4" CONC. SLAB REINFORCED W/ ; ( Q(� EITHER 6x6 10/10 WWM OR FIBER -r-- -_--- _ X {t p C Do m MESH ON 6 MIL VAPOR BARRIER ; __ �, CO Q V i it cn i OVER ARCH ARCHITECTURAL DRAWINGS ANDEE `^®✓ J w v m p SPECIFICATIONS FOR INSECT AND I 1 `�w a) - Q DECAY RESISTANCE CONSTRUCTION I x p PRACTICES. PROCESSES AND1,100 00 C._ �- ___ TREATMENTS TO MEET APPLICABLE i o ! a W W z I-F-EL CODE REQUIREMENTS. - _ •- - - = - Q meq; ; t.f) N.._. t. =f- LJJ •(n I I Q \ I Q Q �q Q`'�Lv 1 ' f- X f- p V C)C) , I N Q a p J 1 ! a --------------------- - - Pri o Q ST2 i ST2 o o j i -- 0 s e. Q i 1 m (n -- -=__ - ---- C7'- I T03(16) 1 cv Z FCr Q C9 1 I I I rC W S J i _-- - Y--- z -- - -- ---- - =_ -_-- r W i i — ---- - -- r-- �_,,, LL � ry T W Q= I N... L - -- --- - 6 N 1 w m I p 1 1 N `t� 1 ST2 i �--- ------ --- —� :__:_- -- `. 1 1 I 8/10 � - - -- — ' g -- - a . + sT2 r------------ -----------J WALL ANCHORAGE LEGEND `_-- -- - - - —= TzEFER—To oETai -tii CJ I I � DIAMETER FULL-LENGTH THREADED ROD ANCHOR (2-)=2-,x6--CONT-1f3= --------------- ------------- — - --- — s � _ __� I w/ 6" EMBEDMENT AND 2" EDGE AT FOUNDA�TI�ON AND � `�'' """� �✓ 7 3%3"x10ga. SLOTTED WASHER (+ FENDER WASHER) REFER TO DETAIL A S1 ( 2x�-1/ ATOP UPPER-MOST TOP > ASSEMBLY. --- ----- -- -- -- T� -- - ST2 �r - ; — x �- I cJo� - �(Z)Zx6=QQNT-1f:,3 , CJ03 Ld 1 TO DIAMETER HYBRID THREADED ROD ASSEMBLY. T 7 r I i DIAMETER ANCHOR w 6" EMBEDMENT AND 2"'EDGE AT co -�� (2TST2 15'-0' io'-s' I / x SHEATtI Pd. EILIN PER TFU 6 T06TTo-HDR. v__ ST2 0 1 4" CONIC FOUNDATION, w to 3 REDUCING COUPLING ;TO 3" -� -- — C.I I SLAB / 2- -8 a cdo� N DE AIL q/ST1 ' DIAMETER FULL-HEIGHT THREADED ROD w/ 2"x2"x8' L WASHER ATOP UPPER-MOST TOP > ASSEMBLY. c ----r--, ---------- r---i r - f 0i DESIGN MEB 1i------- ------ �- i --------- --------� iCJ01^ (2)2,s � (2)2x'8 C7 (2)zx8 11 D J 1 DIAMETER THREADED ROD ASSEMBLY w/ 4"i EMBEDMENT �aNca) DRAFT MEB -- 26'-0' I' INTO FOUNDATION AND COUPLINGS AS REQ'D. 2°x2"xi" j v (Iv W o 0 0 0 w WASHER ATOP UPPER-MOST TOP > ASSEMBLY. t---- - _--.- `--- ' 1._ w _w v CHECKED LAP - -- - _ 7 ! 1) MSTA12 ® EA. SCALE AS NOTED ST2 ST2 ST2 ;� RODS AT MAX. 4'-4"o/c STUD TO HDR DATE 9.24.2012 —� TOP PL. JOB NO. 12-150 I. SQ.FT. - ° o ONTINUOUS Project Engineer:U), 9 HDR PER PLAN r FOUNDATION PLAN + ` once A eine, P 1 ii of E Ion- EnginPe � S, 3�� 0» � ,_o» 2 STRUCTURAL PLAN 3 — i, GALIct . � WINDOW-------., �'� sc L ice �E No.22 8'. �f OPENING WINDOW OPENING 3000 N, f?onc,,De Leon Bivd. I; I St.Au ustme, FL 32084" �I MIN. 3PL Y #2 (1) SP4,6 0 EA. #2 SPF � 11 SPF 2X STUD 2x STUD TO SILL PL. AS I (904}824-0800. SHOWN _ ! SH EET S1 I! j �I II I I �I of I' FACE VIEW ; - � �1) 1/2"DIA. A.T. W/ 3"X3" WSHR & NUT ® EA. SIDE II OF COLUMN, AS SHOWN. A WINDOW HEADER DETAIL SHEATHING THICKNESS & ATTACHPriENT SCHEQULE !:7 76" THlet< (MI"")(24/7s ASSOCIATED�DOCUMFo71S STAN :I / HEADER, ADJACENT TO r r,� SPAN INDEX)APA- OR r--- n -r! r e: r- ! !r r,, ! r e,,i�. TECO-RATED WALL SHEATHING TOP >- PER CALL 1 I +----- `' r:---- - -- -j.' sPH4-s-s r"NNEcroRs AT H 1, , r{ LJ }� INSTRUMENT OF ENGINEER'S _ jw/{i) ROW OF 8d NAILS 12"MJN. OUT QN STRUCTURAL TOP >-TO-CORNER POST ;! ! P I ] j` 1!.I J 0,/P L L- 1`•i~L r , � 1 i'J j SERVICE FOR THE EXCLUSIVE USE 4t' (sapparE�d@24`OJCMAX) (supported@ 10°OtCMAX) (3} ROWS flF 3"o/c AT TOP OF SHTN'G (IN TD PSN• ASSEMBLY AND TOP '� N ry (1) ROW OF N 10d NAILS 8" j'TOP >) AND AT BOTTOM OF I >-'i4-HEADER MAX. 32 o/c '! 1 i i 1 AT THE PROJECT TITLED HEREIN. SPEED$ 8d RING SHANK NAILING MIN.THICKNESS(SPAN INDEX} Sd COMMON NAILING" a 10d NAILS • a O.C., STAGGERED ! I; I j i 1 1 j I I' EXPOSURE MIN.THICKNESS` INT PERIMETFRlNORIZOFJTAL ERT APP.Wt VERT APP. INT END (1) ROW OF ®C O.C. AS SHOWN, EA SHTN'G (IN TO HDR.). NO OUTSIDE CORNER OF •E INFORMATION DERIVED FROM THIS o STAGGERED. PLY. -:ADDITIONAL>--rO-HEADER (SPAN INDEX) ZONE END ZOrJES APPLICATION UT STUCCO Wi STUCCO ZONE ZONE 10d NAILS ® CONNECTORS REQb w/ TRUSS ' GARAGE. \ 1 DOCUMENT, AND/OR ASSOCIATED 1 1/4" OFF 1 5f • . ; DOCUMENTS, MAY NOT BE USED o' O.C. ,I UPLIFTS c1,000#. FOR HIGHER y I 7/16" 7/16" 15/32" <OF 2x6. i 131x3" POE- OR END-NAILS i; i !I 6'%12° %)2° STAGGERED, a _j UPLIFTS USE CONNECTIONS AS (1) DIAG.BRACE OVER MIN. (4) (24/15) (24/16) (32/I G) WITHIN 3/4' 2 1 �" SPEGIFIEU ON STRUCTURAL KING-STUD TO HEADER 1 I TRUSSES APPLIED TO BACK SIDE OF j i FOR OTHER WORKS) OR (supported @ 24'01C MAX) A OF CENTERLINE ;PLAN. TRUSS TO >CLIPS TO ** IF THE INDICATED EMBEDDED 2x10 HORS. USE(9) NAILS i i WEB. CONNECT TO EACH TRUSS WEB 1 115<132mph 7/16° - - GF 2x4 BE ATTACHED TO SHEATHED STRAPS) ARE NOT PROPERLY 2x12 & ENG- WOOD HDRa !! APPLIED TO FRONT SIDE W/(2) NAILS. INSTALL DIAG. BRACES 11 ' PROJECTS) WITHOUT THE 6%12° 6%F,° M!N-THICKNESS(SPAN IPiDEX) 8d COMMON rJA7LING' WALL SDE / CAST-IN-PLACE, THEY MAY @E USE (12) NAILS. 1 OF WEB 1 1 EACH END OF CONT. LATERAL EXPRESS WRITTEN PERMISSION OF EXP®B,C,8D (24/1 G) ORIZONTAL ERT APP.N1! VERT APP. INT END OUTS�DE'CORNER OF� � -T� THE PROJECT ENGINEER IDENTIFIED • • !1 REPLACED BY THE FOLLOWING: APPLICATION UT STUCCO 4V1 STUCCO ZONE ZONE . GARAGE. (t) HTT22 ** (1) MS TA-SERIES STRAP ® BRACE LINES & ®MAX. S. !I I i INERYALS BETWEEN ENDS. 1 \ 1 I BELOW. • i'! ,131x3" TOE OR END-NAILS- EECH JACK-SND TO !i !i 1 5132° 1 5/32" 19/32° 6 f 1 2° 6'l6" ®KING-STUD TO HEADER. HEADER. 2x10 HORS. USE 1 {32/16) (32/16) {10120) 7 1/2" t 7/2" z 1 s a" ! 2x10 HDRS" USE (9) NAILS, 18" STRAPS, 2x72 & ENG .I •i i i REV DESCRIPTION + 8d RING SHANK PER 8803.2.3.1 OF'04 06 F8C-R: MIN- 0-113" / i!I 2x12 & ENG. WOOD HUBS. WOOD HORS. USE 24' ** MIN. WALL SHEATHING & BLOCK ALL PANEL EDGES 2" ( ) yp gyp USE 12 NA LS. `T7�p�g� ! ! - OF WALL SHEATHING. NOMINAL SHANK dia., RING dia. 0.01_ OVER SHANK dia., 16-20 � 4 � Ij ( ) *'ETABEDDED STRAPS MUST !1 i� I !I I NAILING MAY BE OVERRIDDEN RINGS PER INCH, 0.280'dio. FULL ROUND HEAD. MIN. 2"LENGTH. WOOD*Tie ANCHORING ROQy /16" THICK (MIN.) (24/16 SPA BE INS"PALLED w/ADDITIONAL 1'. CONTINUOUS LATERAL I ' ! 1 I, BRACE QUANTITY AND !! IF LATERAL BRACE MU57 SE MADE OF BY REQUIRED SHEARWALL *TYPICAL CONNECTIONS ®STUD SEE STRUCTURAL FRAMING PLAN FOR NUMBER OF PLIES. FASTEN WALL !! PER DETAIL B/ST1, AT INDEX) APA- OR TECO-RATED PC. OF #4 REBAR PER I! MORE THP.N ONE PIECE, DO SO BY NAILING SEE F ST7. ROOF SHEATHING PER SEE P/STI FOR BOTTOM CHORD CO UMNS JACK-70-KING STUD SHEATHING-TO-POST W/MIN 8d's 0 i'L" 0 C OR GYPSUM-TO-POST W/ SIMPSON INSTRUCTIONS. ** j 1 LOCATION DEFINED BY I j 1 I ( / ) TABLE, W/PLY CLIPS BRACING REQUIREMENTS. ASSEMB 1 5 CORNER POST ETC / EACH END OF WAIL WALL SHEATHING w/ 3"/T2"o/c ! !! OVERLAPPING AT LEAST 2 TRUSSES *SPF(`IBLIE NAILING REOtJIRED FOR MIN 5d's 0 4" 0/C. IF MORE THAN 3 PLY'S ARE USED, CONNECT EACH 8d NAILING, EXCEPT WHEN NOTED. 1 TRUSS ENGINEER. I I _ 2 SEGMENT, WITHIN 2" OF 1' CONNECT TO EACH ! (4) .131x3' TOE-NAILS 0 EA. TRUSS/ JACK-/KING-SND BLOCK ALL UNSUPPORTED PANEL USE -RJ VERSION GF I TRUSS PAEMBER W/(2) ! !( ! 3 ++*MIN. 19/:52" RAFTER -TO-TOP PL IN ADDITION TO EVERY PLY IN ADDITION TO 2 PLY'S (40/?0�VMTH TILE CONNECTORS) SPECIFIED IN SCHEDULE ENGINEERED TRUSSES OR EDGES w/ 2x BLOCKING- STHD14 AT CURB WALL ASSEFABLY&CORNER POST i I NASLS ! !j 11 CONVENTIONAL(SOLID-SAWN) ASSEMBLY. ROD CORNER (1) STHD74/-RJ CONNECTOR (D-R 2/572} I,, 'r,I , i! ROOFING,UNLESS OR ON PLAN. TYPICAL, ALL TRUSS & LUCATIUN S. EITHER I '';�'� �• 4 - FRAMlNG. SEE PLAN, LAYOUT OR MAY BE INSTALLED TO JACK-/KING-STUD ASSEMBLY- ' I I 1 1 ' P10TEU OTHERWISE- RAFTER BEARING POINTS. ` TO-FUUNDATIN & CORNER MAY BE USED AT 1 .\, 1 I I ! SSOCIAED DELEGATED EITHER SIDE OF CORNER I 1 ENGINEERING FOR TYPE, SIZE & D MULTIPLE PLY POST CONNECTIONS POST ASSEMBLY. NON-CURB WALL(DTL ! I TRUS TO--PL C®NNECTORS ORIENTATION OF MEMBERS. o POST ASSEMBLY-TU- f ) I ( j j <_E- -_, r.OTE�I ! T-F JRA! Fi NSI V ST1 NOT TO SCALE I.LO WOOD Tie RDOS} ! I sl FSI f, r1. YP TOP PL.. FASTEN PEDES _ -___ __- -:-- -: ..-.__.- I INTERMEDIATE SHEAR 5 TS PER The N. � .- --- - ------ -- -- -._._ - ---._ ' -' - - = - -- (2) 2xO JT2 S - ---- - _- -�. ANCHOli BOL ;. r ., .i, Fi t FOUNDATION. MAY BE U ED ! _ � -11._--- �__ _._ �1_____-- ld_- ( t I ! `�� - Pi d T ,1- --- --- TOGETHER w/ (2) ROWS .131x3" NAILS LENGTH CF CS16 STRAPPING w/MIN. (10) 10d ;I FASTENERS, PER SILL> DOORS) SHALL 9E DETAIL A/ST7, TYP. 1 - --- "- + - -- ---- --- 72"o c, STAGGERED, w MIN. 24" LAPS ! SHEAR CONNECT4ft ATTACHED TO j <._ F - / / f INTO EACH PLY OF SILL & HEADIER), EXTEND i) SCHEDULE ON S-SHEET(S), APPROPRIATE FRAMING ;: MULTIPLE TRUSSES _ -- --- -- MIN. (12) 131x3" PJAILS iN EA. LAP. HORIZON TALLY ACROSS STUD A55EMBCf& ��-ao L %-� H --_--- _--- --_- SPH4-6-8 MAX 32"o/c 0 PL.-TO-STUDS BLOCKING, CONTINUOUS TO CORNER, FILLING ALL ! CONTINUOUS THROUGHOUT MEMBERS IN ** MAY USE PA51 or-68 STRAPS LL.O- STHp's Ij FOR TRUSSES 0 24' 0 C MAX - J H C __ ____ __ WALL SEGMENT. ACCORDANCE WITH / - °, r _ _ _ - NOT REQ'D WHEN USING WOOD*Tie H04F5 w/ tOd-(TYP - 4 STRAPS 0 HEADER) & (2)2x( ) BLOCKING (TYP). MATCH SIZE s� APPLICABLE AT STEM-WALL APPUCARONS. ATTACH TO tii 3__ ANCHORING RODS PER DETAIL B/STi 4 STRAPS 0 SILL) __ -_ 4F ADJACENT FRAMING (STUDS). I µ/OO® T1e ANCHORING RODS FRAMING w (22 t6d or(26) iQd �,_ ,, ._r - .�-.-,tir,:sx-.' `rte .. .r=-.. -rT»-..,:^^ ----.„.^-,,,._:�..:..I ,..+;r.-�1,-11 rr i IMiusTRFUCTONSR& . ITIONA MTA C7 R !i ---L- -- - a,� - - �,r aera�a,c��r�u�r, . .-- ` C --- --- 2x( ) #2 SYP SHOE PL w/(L) ROWS ! •.=` `-^-•^ r g DIRECTIONS. I Desi Hers �_' ' +_�_ r - _____ OF -731x3" 0 72"o/c, STAGGERED. ! ' _ t ;Fr tt;;CT _ MIN. 23 23/32" APA- OR TECO-RAED � �,��I ! HEADER PER STRUCNRAL P!_AN SEE DETAfL C/ST7 FOR (VERTICAL) I; H TYPICAL iVARAGE DOOR OPENING FRAMING DETAIL - U.N.O. ��I r '' +� (; ;' En ineers s 'i -,_�,-' - - ;t-:i�,t`' II iI T&G DECKING(2460/c STURU-I-FLOOR} w/ II II n E :I __ _ HEADER-TO-STUB STRAPPING j $Tl '! !! TYPICAL 'X RIOR WALL 6"/6"o/c tOd NAlLJNG & APPROVED II L SPECIFICATIONS. ; NOT TO S{iALE i1 1 2nd FLOOR WALL r h».. " .._ »» ' WALL SHEATHING - ABOVE 65501 -----_-•..-.-....-"" CON TRUCTION ADHIESfVE. - .,._..�..�,�....... - 1 -.. ------- ----- - ----- _. !, - ; L -1:- EXTERIOR STUD WALL SPECIFICATIONS - MATCH SIZE, GRADE & -----=-1 M - - tooseveF Blvd -- '� -, _ I -- -- ----_ -.___-_ -_-----_--_r,- : .---__ _______ ____._ _--- �., I 1 j SEE TYPICAL WALL FASTEN FLOOR Jacksonville,EL Yz44 SEE STRUCTURAL SHEET FOR EXTERIOR WALL FRAMING. -. i - -------------- " _."-"----"-.._---- UANTITY OF ALL 2nd - 'l' -- --- ti 61 �' 'i AT EXTERIOR DECKS, LEDGER !1 1-3/4 Wdth Pieces. i ! I SECTION A ST1 FOR '+ IiH Q ,�, E1- �� 115HALL MATCH JOIST DEPTH (MIN. i1 * Minimum of 2 rows of 12d 3-1 4" nails 12' o/c. I I 1 1 1 { / ) �, I DECKING (PER A/ST7) (904}77'--6x00 '(, TYPICA INTERIOR BEARING WALL FLR STUD COLUMNS w/ 1 sWg :' O ( / ") 'I 1 ADDTIONAL SPECS FL CoA No.zc0t ., t . 12x8) AND BE ATTACHED TO EACH II * Minimum of(3) rows of 12d (3-1/4) nails 0 12' o/c for 14 & i� t 1 : TO LAERAL BRACE W/ 5 d . II:r BLOCKING IN FLR SYS. r. '\ NAIL THROUGH A.P.A. RATED SHEATHING I. ;, ! I. (4) tOd COMMON NAILS z INT. LOAD-BEARING STUD WALL SPECS AND w I st FLR-LEVEL j t r 1. 16"a/c (MAX) VERT. FRAMING w/ I I deeper. T-BRACE FASTENED TO 2x4 PLANK ORIENTED J IXCEPT AS NOTED ON STRUCTURAL PLANS / �'� ,,I+ r:; INTO FRAMING W/8d AT 3" O.C. AT ALL 'y"dia. SOS-SCREWS - 3" LONG -_, 1 * Nailed connections require an additional row of nails when nal size 1 Ij T ALLOWABLE STUD ____.. _ STUD COLUMN U.N,O.. _ i ._.�_ _. 1 1 el ;� DGES AND INTO EACH PLY OF EACH !a t='w- I I th n s ecifi h ve in 0 1 "%3" i I WEB W/.131 x3" a 6- ! j LATERAL BRACES 0 24" EFFECRVE>H. ___ I I IF DIRECTLY ATTACHED TO is sural er a p ed a o (m 28 ) O/C TOP AND BOTTOM. 1 ! Zx4 DIAGONAL To a-t t a m s 0 ----f 1= - t-; !. w I * Naii from BOTH SIDES of 3- I members �- '-jj DOUBLE INTERIOR PLATE, 12' O_C. 0/C. T-BRACE TO BE ' TD tz-t t a zxa 2 SPF S1UDS 16'O INTERMEDIATE FLOOR SYSTEM - j �_, s7 1 RH t FRAMING, 3-1/2" LONG IF P Y BRACE 0 24` j ELSEWHERE. II SAME SPECIES ANU I FASTEN TO FLOOR TRUSS rf:! TO 1073- x6 i' t "0 APPLICABLE TO MULTI-STORY BUIL I, tI h „�-�-�-V`/ ATTACHED THROUGH SHTN'G. ¢ 3-1/2" Width pieces AND 4-p i-3/4' Widfh ploees: 12" 11 I ---- 0 C, DIAGONAL VJ - Pf ' r- I. GRADE AS WEB TO BE 1 W/(3) 10d COMMON / TO a7-7 2xa z SW STUDDS 0 12'o ONLY. SEE PLAN, LAYOUT, OR C i QUANTITY OF SCREWS: ,� I 1" ! * Minimum of(2) row13 2" belts 0 24" 0/c siaq y� BRACED. SIZE OF MEMBER 1� ! TOE-NAILS. BRACES TO BRACE iD FOR OTHER UPLIFT HARDWARE AND II II ASSOCIATED UELEGAED ENGINERING FOR II II 12x8 LDGR: !j '/, AS SPECIFIED BY'TRUSS EXTEND INTO FL04R I LATERAL BRACE _ 5 CONNECTIONS, SEE TYPICAL WALL ( SCREWS ! �_2x STUDS I� -?� 12" !: - ATTACH 2nd FLR STUDS TO 1st FLR II TYPE, SIZE & ORIENTATON OF MEMBERS, § Al SECTION AND TYPICAL HEADER 12x10 LDGR: (7) SCREWS _ 1! PER TABLE. I 12" '' I� DESIGN EN NEERI IN. I! ! SYSEM (1) BAY. -1 Wf(3) tOd STUDS OR BEAMS W CS16 STRAPS BRACING, BLOCKING&INSTALLATION RS�� j rf FRAMING DETAIL. 112X12 LDGR: 8 SCREWS ! it I! i1 1 ; I _ ( ) / DETAILS. "§ !i I TU f ORB OF Flw SYS. IN LENGTH) ! O Y 1X4). I LAERAL BRACE LOCATION I ! COMMON NA LS { p. j (2)2xO HEAD AT DOUBLE INTERIOR #2 SYP LEDGER FASTENED 'To Ij QN BOTTOM CHORD TO AT EACH END SEE SCHEDULE FOR e I) 1 1 j! MATCH BRACE LOCATION MAX. 3L"O/c YJ/ (11) lOd/END, AND SILL I; SILLS/PLATES/BLOCKING, NAIL FIRST 16"o/c (MAX} STUDS w/.13b.3"� 1i 11 1 .I 1 `,ON TOP CHORD. P j CENTERED ON FLR SYS., TYPICAL, INT. MINIMUM WALL�STUD � (TYP) -H PLATE TO SECOND PLAE W/(2) ROWS Ii GUN NaL EA STUD 11 t, A i I 1 " : SIZE, GRADE, SPECIES & & EXT. WALLS. NOT REQUIRED WHEN I 1 r� 12d COMMONS AT 8" O.C. ' (TRUSS-TO-LEDGER CONNECTOR I !I 'I 1 ' USING WOOD*Tie ANCHORING RODS PER SPACING - I1 SPECIFIED BY TRUSS ENGINEER) - l i- j e ,J ' I I I I 1 SYS EM UTAE FLOOR I, DETAIL B/STi f WiDTH REQUIREMENTS 1 TRUSS LEDGER & CONNER SCHEDULE (Ry#PER TRUSS) I12� � / i FASTEN EXT. WALL SFIEATNING PT 2 YPiCA 2 SYP SHOE PL.. hiD�tPANEL i�NGHw ro I Rv# o-77s."...-....zxs w/s) NAILS EACH s I i !.I Bol rs NAILS i I c£1u"G uNE SPH4-6-8 @ MAX 32"O/c 0 FASENERS, PER SI ) 7 2-t Rv 777-7247.....2x8 w/(8) NAILS 0 EACH S x { ) # IN TERMDIATE SHEAR RIBBON w/ PRECOOK BED "EDGE NAILING" 6 1-a 7/2 # - D. !I NNECTION OF MULTIPLE PLYSQF ¢ TRUSS WEB REQUIRING BRACING. PL TO-STUDS - NOT REQUIRED z > sHEAR'CoNNEc7oft I! V1HEN USING WOOD*Tie ANCHORING SCHEDULE:loN i l I SIZE/SPACING. . s-SHEET($) I ff 5 -5 11 I LEDGER DETAIL I� SCL BEAMS U.N.O. i RODS PER DETAIL B/STi. 4 1-2 1 2 STl WITH 4' BRICK VENEER EXTERI STl NOT TO SCALE I NOT TO SCALE �.{ FLOOR EDGE ___ _ -- ---__--- TRUSS N PARALLEL END WALL NOTE: FINISH, AUD CORRUGATED GALV. ��ITT� BRICK TIES 24"0 c HORZ. & _ t ti - - � : .M --- _ --- ---- -- --- ., O ( ) TRUSSES - - - -- / _ ..tom_. �_.. _ r_I /, _--_---- RI@BON ON FLOOR TRUSSES NUT SHOWN 16"O/c VERT. BRICK TIES MUST 1/2"dia X 7" EMBEDMENT ROOF/FLOOR it FUR CLARITY.} t 1 HTT22 TO ATR THP. BE FASTENED THRU SHTN'G TO CAST-IN-PLACE J" BOLTS OR HEIGHT-LIMITED APPLICATIONS MAY USE I ROOF/FLOOR SHEATHIJC. (2) #2 SPF 2x4 ®EA, CORNER SINGLE TRUSS WALL STUDS. 1/2"dia X 6" EMBEDMENT I.L.O. EACH HTT22, (1) PHD6 OR (2) LL.O. 4x4 POST. (T) J/� SPF 2x4'S EPDXIED ALL-THREAD RODS w/ i FOOTING (SEE TYPICAL WALL SECTION) I PHD2's. IF PHD2's ARE USED, MATCH j - - 0 CORNERS DIRECTLY BENEATH i BEAM WHEN 6x6 IS RlQ'D. BRACING NOES: ___ __- _.-. --_-.-_---- ___.-__-_--..__ HTT76 AIR SPECS. IF OVER 1st FLOOR '1' H " - " I: 1. ALL DIAGONAL AND CONTINUOUS LATERAL BRACING LUMBER SHOWN SHALL BE 2x4 CONSTRUCTION GRADE SYP OR BETTER, U.N.U. , - i WALL SHEATHING PER TABLE 2"x2'xl/3" vVASHER� ® Z4"0 c. BEAM, STRAP TO BEAM w/(3) CS16's 2X4 #2 SPF LEDGER �I II HTT16 & 5/a iI 1/2 EMBED 2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY CONTACT THE ENGINEER OF RECORD FOR - SEE SILL PL- SHEAR CONNECTOR 3 1 END POSTS REQUIRED ;; w/(4) .131 X 3" TO I j1 EPDXIED ALL l}IfiEAD ®EACH ( P Y )- I APPROPRIATE BRAGNG DETAILS. THE 1st USER OF THESE DRAWING TO READ THIS NOTE MAY CALL BUILDERS FIRSISOURCE - FLORIDA DESIGN PAONOLITHIC-STYLE FOUNDATION SCHEDULE ON S-SHEETS EACH INTERSECTING (3) .131x3' I --- -__-M ALTERNATIVE AS SHOWN N ( ) E SWB - SPECIAL SHEARWALL DETAIL TRUSS MEMBER - NAILS 0 EACH --__ -_ ---STRUCTURAL PLAN. CENTER TO CLAIM A $1100 GIFT CERTIFICATE. SHO�JN. SEE SHEET ST2 FO WHEN USING WOOD*Tie RODS. 3. BRAGNG LUMBER SHALL INTETtSECT TO WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED A5 NEEDING @RACING ON TFJE INDIVDUAL TRUSS USE WHEN 90TTOM -! TRUSS OR APPROVED FOUNDATION ST1 NOT 70 SCALE DETAILS PRODUCED BY THE 1RUSS ENGINEER. I CHORDS ON i. LEDGER TO r)j ; TYPES/STYLES. DIFFERENT HEIGHTS i BLOCKING - 4. ALL FASTENERS SHOWN ARE .131x3" NAILS. I ON OPPOSITE SIDES ! ! BEAM-STRAP PER N/ST7 LION c o„ 5- SINGLE TRUSS BRACE METHOD MAY BE USED TO REPLACE 7 C4NTINUUUS LATERAL @RACE REQUIREFAENT. i 1 A TYPICAL ONE- �• TWO-"STORY WALL DETAIL - - -- j OF WALL i,i ! 7/16" Ap.A. OR ECO RAED 1 6. REFER TO BCSI 7-03 FOR ADDITIONAL PERMANENT 7AUSS BRACING INFORMATION. -... -- ------- - --- ---- i! i SHEATHING W/6'/12'o/c Bd -- -- - -- - -------- - -- --- 1l; _ PERMANENT ROOF 8C FLOOR LATERAL BRACING STi NOT TO SCALE - I�2x4 #2 SPF BLOCKING 0 (4) NAILING - 4 SIDES NOT TO SCALE -- --- - --- -- - --- - - .- -- PACING TO 16 FO S ,: -- --- -- 5" < FROM EDGE OF 24 0/C- CE j OETOP PLA EKIOF L 1 ST1 -- - --- --- - -- - --- - -- ,- .- -.-...---- -._ ..--- --_.__..-- REDO i,. - MA SHEATHING/POST !S o c R PT. SEAM ABOVE - -- --- "-_- -- _--- __ ---_ _- - _- �i '� SW2 AND 12" o c FOR EXTERIOR HALL __.::_:._---- ----- ----- -- --- -.._.----- --- ------ - ----- ---- - - -. LOW-CARBON STEEL NUT FOR )¢"6 - - _ " ROOF SYSEM - _ __-- - -I (" ---- -- -- SWT- f 1 WHN THE HORIZONTAL DISTANCE FROM THE 2x'4 #2 SYP O J OOK RS - ATR ABOYE ROUND "FENDER" CONNECTED TO WALL !' --- -- ---" - -- _"- PE SL T E T OF E �1-r-- : T- - ** - OVERHANGS-<16". 0 24"o/c W/ AK OF GA E 0 THE SAVE OR S A TH F1 PER STRUCTURAL j! ! EXTERIOR WALL - : TRUSS IS LESS THAN THE MINIMUM ON-CENTER (1) H5 OEACH OUTLOOKER TO TOP WASHER ABOVE 3'x3'x9/64" 1 - 7'" -- I SLOTTED STEEL WASHER. ROU TO j_. '- - ,T,-- - ___---'� DETAILS. I i 1 SW (TYPE) _-__4 SPACING INDICATED FOR THE "X"-BRACING, A CHORD OF GABLE TRUSS OR END BE POSITIONED SO TF1AT SQUARE. - .,! _ MIN. 7/16' THICK (24/16 SPAN INDEX) APA- OR �_:__ BUILT-UP OR BOXED CQLUMN MAY HE SINGLE "X"-BRACE AT THE PEAK MAY BE USD WALL TOP >- I- WASHER CAN BE TOTALLY -� '� 1,, I' ECO-RAED WALL SHEATHING ATTACHED TO I DETAIL TO BE FOLLOWED AT ALL LOCATIONS WHERE USED IN LIEU OF 4x4 OR 6x6. AND THE OTHER (OFF-PEAK) "X"-BRACES MAY - OVERHANGS 16=-> 24", 0 16"o/c SUPPORTED BY TOP >. ` �' !1 ! ! EXERIOR WALL RUNS BETWEEN TWO PARALLEL TRUSSES. 8E OIkITIED AT THE CONTRACTOR'S DISCRETION. j y^�r., ADDITIONAL ROW OF ad _... ,_�� 1 TORQUE NUT ABOJ< WASHIER TO 30-35 l I 1 FBLOCIKGALL NSUSPPOR D PANELS DGES W/MIN• I I;I i / f,� � BOXED COLUMN DETAIL f (2) H5 OEACH OUTLOOKER TO TOP I; �', NAILS 0 6"o% TO DOUBLE -�'' "' h I FOOT-POUNDS AT TIME OF INSTALLATION i 1 '' Zx4 BLOCKING. K TRUSS BLC�V.'K_ING DETAI-L- �Tl NOT TO SCALE FASTErJ ALL"ROOF SHEATHiFG CHORDOOpF ABLE TRUSS OR END FA EN ALL ROOF SHEATHWG i v* > - EXT- WALLS ONLY "' - i I 2pl• MIN. SND END POST PFR ^ I 1 4 BLOCKING AT AL_ROOF - y (AFTER EPDXY CURES). / ( ST1 Rb�P��ALE� 1 / / # ALL SUNAILSTO 4 o/c� (STAGGER NAILS BETWEEN %` ;j STRUCTURAL PLAN) ®EACH END Cr I _ -- - _ ___ ___- - _ - ---_--- �HEATHIIN4 PON OF GABLE WALL_. NAILS 0 4 opORTS w '-8d --- 2x 2 SYP BLKN'6 6TWN - II' ftOWS). / ,.a : ESHEAR-'HALL U.FJ.O.. SEE DETAIL D-STI I I; Imo_-- .,....,: ,. _ __.y- GUTLOOKERS w .131x3 r,.-. ;t_T-:.- -_. ,i.-_==-. i! "INDEX' SHEATHING 1/2" J F 1`" -:_ i! e. ;OR ATTACHMENT OF�RQ`ST PLY'S. l ( i ~----- r _._.__-__- - - hI{ �,,,�, FROM BOTTOM OF SHOE PLATE F_' w V -- 1 2" W000*Tia 11 __._--_ _ --- -- I! �F 3 .137x3"5 TOE AILS - 6"o/c TO i i; ---------- ---- ATR MAXIMUM OUT-OF-PLUMB � -r TO CREATE MIN. 1" OVERLAP -'-'"-- TOLERANCE: Ya" PER FOOT OR 2' PER - / > TOE NAILS * /-" HEADER PER STRUCTURAL I' I I O >-a\ TOP CHORD or TOP > _ N70 DOUBLE PLATE 0 TOP i yR UD T e ROD !If PIA 5-t MAX i O1-1 KER / -- E L-2X4 BLOCKING AT ALL ROOF « OF WALL FLOOR LEVEL - WHICHEVER IS LE55. _ ,�{� rr ROD U.N.O- Y DftOPP_D -3- TOP CHORD ii it ...- _ i I {I,, 2 SYP DBL - ,.,aOPCCH G-TO-TRUSS ( ki) 1.^ KING-STUD ASSEMBLY # PLArJ OR TRUSS LAYOUT }.,, _..-„�' ?� SHEATHING PANEL DGES WITHIN 1,r r•. 2x "L' OR 'T" BRACING ON VERTICAL 4'-O' OF CABLE WALL. i ( '� AT OPENINGS MAY SERVE _.--� _ .-.- i --st„ "� WEBS AS SPEUD BY TRUSS ENGINEER. I I I 1 I -- -- ---� ----- 1 ! WOOD TIE ROD PER TCP � � _.- _ _ �-i 2>F4 j2 SYP VER E 2x - 1 '' I -__--_.-_ ---. ._.-_. __.- __- _- - .._--- -__ i A5 ENO POSTS AT --_ _ _ LA 0 BTM TO TO I MIN. 2x4 #2 SPF 0 MAX. 24"o/c w/ (3) .131x3" TOE-NAILS 0 - ^ MIN. (1) ROW OF 8d NAILS 0 i !I j !; 8/ST7 ., 6"ofc TO TOP > - EXT. !I i II I �\� 1 SHEAR-WALL ENos ,1 -- -- - OUTLOOKER-TO-TRUSS Tc I CONVENTIONAL OVERFRAMING CONSTRUCTION NOTLS WALLS ONLY. APPLY SHEAR �' 9_--_- ! i w�1(3) -131x3' NAILS J .131x3" NAILS 0 6'o c FROM BRACING -_-__ __U ( IT; ,', INSTALL DBL 2x - - _ ___- (2)MSTA24 Wf(9)70d/ T -NAILS PER END. '`��" '`t TO 'NES. ABSENT OF SPEC(S) ON x (2 SYP BI( T P ! - WALL EDGE NAILING PER ! 'T I' HOLD-DOWN AT EACH ;' _ BLocKiriG w +� --__-- EACH END of EACH <7 z # DOU LE Q >ASSEMBLY RAFTERS USE 2x6 #2 S'!'P/SPF RAFTERS @ 24" 0/C ATTACHED TO RIDGE & VALLEY NAILER w/ (3) .131x3" TOENAILS. ! --( a 1/2'• AX - - ST I ;}yl TRUSS ENG., REFER TO "EXT. WALL - SLOPE TO MATCH ROOF PITCH. - as ..:': STUD SCHD. ON STRUCTURAL VALLEY NAILER USE ON,k SIZE LARGER THAN RAFTERS AND ATTACH TO ALL INTERSECTING TRUSS TOP CHORDS w 4 .131x3" NAILS. E/ST7 WHERE REQUIRED. it CF SHEAR-WALL, PER �' ! f• +- FIRST TWO STUD BEAM TO PU y #2 STP 'X` BRAGNG. LOCA• 0 PEAK & SPACE ,j, I 1, / { ) I INTERMEDIATE SHEAR i ASSOGAD TABLE. . I ' 1-- i lj : SPACES,,MATCH EQUALLY EACH WAY AS SHOWN BELOW. EXTEND "X" 3':571 DRAWING, USING WEB LENGTH/HEIGHT 1I 1 2x STUDS CONTINUOUS FROM FLOOR I RAFTER CRIPPLES - 2x4 #2 SPF CRIPPLES ® 4' O/C (MAX HEIGHT = 6'-3"*) wTERMEDIATE FLOOR FASTENERS, PER DETAIL � �; y -a/ ADJACENT 4v ! SYSTEM-APPLICABLE 'I - --- BEAFA A80VE BRACES INWARD MIN. 8' FROM GABLE WALL AND I, LL.O. >HEIGHT. DOUBLE AND/OR 11 I SYSTEM TO UNDERSIDE OF DBL TOP > RIDGE CRIPPLES - 2x4 2:SPF @ 2' 0 C MAX HEIGHT = 6'-3'* -• LOW-CARBON STEEL ;j A/ST7 TABLE, TYP. i . I -- FRAMING, PER I # - / { )- 1 TO MUCO-STORY SIZE G DE ATTACH TO 2x4 VERT 0 MID-POINT w/(3) .131x3" ',i TRIPLE 'L's/T's' AS REQUIRED TO ASSEMBLY(0 flU1L04KERS}, 5£E * _ COUPLER w/MIN- BUILDINGS ONLY. F --- -1 - 1:, / RA / IF 1x4 T-BRACE IS ATTACHED TO CRIPPLE w/ -131x3" NAILS 4" 0/C (MAX HEIGHT - 9'-10"). li 1i ! THREAD ENGAGEMENT IF:= - --- - -- ---i -__??- --- --- : SPECIES:;FROM I TOP MEW OF NAILS FM EA SIDE OF'X" BRAGNG. MIN. (3) EVENLY o Ii MAINTAIN MAX 6/c SPACING WHEN STRUCTURAL PLAN. !, J i' l I SND REDUCE. PT g2 SYP 4x4 POST Ep 'X' BRACES PER GABLE END..- ? WEBS EXCEED SPACING SHOWN ON IF 2x4 T-BRACE I5 ATTACHED TO CRIPPLE w/ .131x3" NAILS ® 4" 0/C (MAX HEIGHT it'-2"). 4* FROM EACH WOOD*TTe - I ' ! S Q93I/.�AAl. j C( I -COLUMNS TALLER THAN 70 OR II x _ IF CRIPPLE DOES NDT BEAR DIRECTLY ABOVE TRUSS TOP CHORD AUD 1 2x4 2 SPF BLOCK BETWEEN TRUSS TOP CHORDS ATTACHED w 3 .131x3" °+ ROD. (OPTIONAL, I( _ ''I I MAX. "X" BRACE SPACING _ �. MR&TOP CHORD GABLE ROO i { ) # / { } INTERMEDIATE SHEAR FASTEJJERS, PER SILL > 1 I I! i t THOSE SUPPORTING ENGINEERED <*/ia PITCH - 8'-0 o/c ` „','p TRU55 .I ENGINEERED ROOF TRUSSES (fit TOE-NAILS TO EACH TRUSS:TOP CHORD. LOCATE A5 REQ'D) � E - � 1/2' dia. (2) MSTA30 W/(24)�Tod I: WOOD PRODUCT: USE PT#2 a y I' CONVENTIONAL RAFTERS/JOIST. SHEAR CONN_TOR SCHEDULE ON S SHEET(S). + � {z < r(z PITCH - 6'-0"o/c k. ;, j ATTACH CRIPPLES TO RAFTER OR RIDGE w 3 .131x3" NAILS AND TO TRUSS TOP CHORD OR BLOCKWG w .I : WOOD+Tie RODS - yz"dia. - -_ NOOU Tie NAILS NAILED TO PLATES SYP 6x6 POST. (U.rJ.U. ON - 1; / { ) / (3) .131x3" TOENAILS. - - - -----_--- 1 1 I I -7/16" THICK (MIN") APA- 11 K rt P A307 THREADED STEEL RODS r i-_- * --- I I U-N.O- I �, y..... - -. __.-. :_ .{ kd ! �, AND BLOCKING NINSIDE -.I TECO-RAED WALL SHEATHING. ..H �j(; ,,gi RIDGE - USE MIN. 2x8 2 SYP ( ) - "ATR" LOCATED AT ;I ECTORS WOOD T ANCHORING RODS I FACE OF W LL. i� STRUCTURAL PLAN) l.� `y.,, - �� ! a ,„ # /SPF RIDGE RtDCE TO BE ONE SIZE LARGER THAN OVERFRAMED RAFTERS. ( ) .1 TRDTN L M - CONN S 1 I P 1 I ____ J= --__=fJ MATCH NAIL SIZE/SPACING I r,---- LL-_-=_ -t1- 3 _-_:-_ I!I NAIL RIDGE ENDS TO COMMON TRUSS CD ONE END AND TRUSS TOP CHORD OR BLOCKING (SEE ABOVE) AT OPPOSITE END w/ (3) "131x3' TOENAILS. CORNERS, EACH SIDE OF j EXTRA ROD REQ; FOR SHEAR-WALL HOLD DOWN IN I.. (I ( 1 y - ,.,I D£s1cNATED FOR WALL aELow ,i BRACE__T_OP CHORD__OF TRUSSES_BELOW OVERFRAMING w PROPERLY ATTACHED APA OR TECO RATED SHEATHING PER DETAIL A 571. 1�<., OPENINGS LARGER THAN 6, ! ADDITION TD AN i RODS USD FOR UPLIFT. I I I _ - -`t --- ',; GABLE. BLOCK ALL PANEL DGES. `----- _ �--- - --------- ✓ fS) / ( ) !,' (i III I j 2x4 #2 SYP LAERAL BRACING j�l j1 BALLOON FRAMED FF-,! -. L"VALCOIV 1103-(IN...TRUSS-INSTALLATION-PACKAGE FOR-Vi- -P E N�------------ --.- ---.__.__ _-----.--- �,^ " "INDEX" SHEATHING i/2' FROM r -�-�tl'FTERtiiE�TATE N AND 6'o c EXT- WALLS or 1 1 I ! �}$,$,j� ATtr1 �:i SILL PLATEL'I 4'o c INT. WALLS i! I! POST TO SLAB CONNECTION VATH w/(3) .737x3" NAILS INTO EACH � �E!rtit!xAj _ _ y { '� �uN�' -- - ' BOTTOM OF SHOE PLRTE FOR / ( ) I i 1! 1' � TRUSS BOTTOM CHORD. MATCH '! 'I ** BALLOON FRAMING MAY BE USED WITH �I PATTERN FOR -- -- PATTERN FOR - - - -- 2x4 j/2 SYP "CATS"W SHEAR I DETAIL 1 l i ' !!1 i BEAM ABU44 OR ABU66 W/ (12) 16d i, ! CONNECT END OF LATERAL BRACE TO i 4' T Zx #2 SYP CONTINUOUS - {- MOISTURE PROECTION AND TO THEREAFTER. SEE - WN - F ACH SHEAR-WALL SEGMENT !' ! 1 SPACING & LOCATION OF '! i IA i2"o c ATTACHED TO 1 8d COMMON HOLD DO S EACH END 0 E 1 ABOVE �. BOTTOM CHORD OF GABLE TRUSS w II,E h1ER ROOF TRUSSES OR CONVENTIONAL ; SPECIFlED SW(BEL '' ) FROM TOP >OF SPECIFlED SW(BEL u / F- CONNECTORS - F/STI FOR USE AT ENDS OF !! TOP YIEW OF & ATR OR (1) HTTi6 & ATR. (�`�j CREATE MIN. 1" OVERLAP ONTO e 1 ADJACENT'X" BRAGNG. / !! IIFRAMING. IN EITHER APPLICATION, WALL !j AT SHEATHIN TOP SHEAR-WALL TO ADJACENT, I AT SHEATHIN T� ! !i TOP >'S W/(4) 72d 6! SEE TABLE FOR NAIL SPACING i II (2) H2.5's, H5's OR EQ. t i I j I DOUBLE PLATE 0 TOP OF WA{th "1 SHEAR WALL SEGMENTS. I I E i H t I I T EAM I'I I FRAMING MUT BE CONTINUOUS FROM THE CHORD OF INDICATES CHORD OF INDICATED COMMON NAILS & \ `':r. APPROVED ! SHEAR-WALL 1st-FLUOR SH-_AR-'�Y.'�S 2nd-FLOOR St{EAR-RIALS I i E�L�- 11 11 i �- PARALLEL TRUSS. ADD .131 j OUTSIDE FACE OF SHEATHING TO r.,,I 9 1 I DESIGNATION 1'I ! H 2x STUDS CONTINUOUS FROM !I 11 ATTACH BOTTOM CHORD OF GABLE 1 jI FL00R BELOW TO TOP PLATES IMMEDIATELY I'. TRUSS CONNECTION. x 3" NAILS FROM TRUSS BC TRUSS CONNECTION. I ! ATTACH TO EACH ® (yam,' \ ,.,i FASENERS AND u li !� FLOOR SYSEM TO BOTTOM CHORD 1i 'ADJACENT, AND CONNECTED T0, TO THE I ADJACENT TRUSS W BE "FLUSH' W/SLAB EDGE. SPACING. J I PANEL PANEL 1RApTION/L 'd90UT,a TRADITIONAL vroo0*Ile I.' I j 1! ij \ „ ' II US TO TOP EMBLY w/ TO 2x AND FROM 2x TO / \ �'�'�` --- -' , ! ;1 EDGES FIELD rUvZDyJAIiE RODS HARDWARE RODS 11 : "�,�, _____. -___ __ _. I' OF GABLE TRUSS. SEE ;1 TE S >A55 UNDERSIDE OF THE OUTLOOKERS ABOVE. IFA 3 10d COMMON `["3 _ . -� ! .131x3' TOENAILS tD 6"0% & EITHER '� TOP >- MATCH EDGE I j, ( ) 'I FASTEN SNU PLY'S - .` - STRUCTURAL PLAN. CABLE TRUSS IS USED, IT MAY BE APPLIED TO NAILING PATTERN FOR 1! TOE-NAILS. __ _ _ ---- I! SNI WALL SEGMENTS its'LONG: 7(All SEGMENTS > (2) CSi'�'s ACROSS WALL SEGMENTS > •--j-TOGETHER PER DETAIL - - - - MSTAt'L STRAPS 0 48"o/c OR LTP4 - r __'�" ENCLOSED E J 15' LONG: NONE FLOOR SYSTEM TO 15' LONG: NONE -" j, THE INSIDE OF Tt1E WALL STUDS AND THE B.G. E .I :! P'" T'-`" SPECIFIED SHEAR-WALL. 2x >♦ t- cJ "6 o c 12'0 c NONE R_DD. WA1 i 1 `I PLATES 0 32"ofc. ', 1 jl _ / / 11 D-STI" i, ATTACHED TO EACH STUD WiTH (3) .131 X 3' MUST MATCH OR EXCEED __= - -:�, F- ! ! SEGMENTS <15'LNC: (1) REQ'D. WAL HEADER OR STUD REQ'O. WALL 1 !i I`�, c I ,- I,. PLATFORM FRAMED ENG. TRU55 - - ENG. TRUSS jn -- ENG. TRUSS SIMP50N "AT" (ACRYLIC TIE) ! z I j t i AND THE T.C_ -f0 THE 70P PLATES r/.131 X --, LNGHT OF SHEAR-WAL. FOUNDATION - HTT16 OR 1)PHD2 SEGMENTS 1� COLUMN BELOW w/ SEGMENTS < 15' ,I 1 _ I I +�`L ,1 2-PART EPDXY INSTALLED ,t w -1 t w ARTIALLY i 1st FLOOR I' 1 !! +* BOTTOM CHORD OF GABLE TRUSS MAY BE 3' 0 4"o/c IN (2) STAGGERED ROWS i SHEAR-WALL - CONSTRUCT '! i1 MONOLITHIC-STYLE _CtiG: (1)yz"dia LONG: (1)Yz"dia i j I 1 j; %i SHEAR-WAL - CONSTRUCT PER MANUFACTURER'S ES Q NCLOSED 6`o/c 8'o/c H D- OWN AT BASE * I I; ;' FLAT, SLOPED, OR COMBINATION THEREOF. IN U7 ATI TH j O - FOUNDATION SHOWN 'JlOOD*Tie ROU a- D W04D Tie ROD i i •'EE IF 1st OUTLOOKER IS PER SPEC C ON. EI. PER SPECIFICATION. EITHER'' r. 1! INSTRUCTIONS. w = 1 1 1 1 FOOTING (v ALL INSTANCES: VERTICAL WALL FRAMING MUST �>32" FROM FASCIA OR BOTH SIDE 5 MAY BE ! OR BOTH SIDES MAY BE II I' M I ,� i I FOR CLARITY. SEE r ,, I I 1 I __ 1 4 - ! SNZ (1) H1T16 CR(1)Pi�2 (1)$"dia (2) CSi6'g ACROSS (7)y2"dia ;; ----- -- _- _ -�--- _'___ FOUNDATION PLAN FOR ' 6E CONTINUOUS FROM FLOOR BELOW TU TOP - -O EDGE OF 2x NEED NOT O If' u I / � J z� SHEET ST2 FOR "i I -<% aOARD, QOUBLE 1st SHEATHED. B SHEATIiED. 1 i : �- s„, !____-__-I NCLOSED rvGOD*lie ROD FLOOR SYSTEM TO WOOD*Tie ROD ; SIZE PLAES IMMEDIATELY ADJACENT, AND fi E F1USH WITH EDGE I i'I ! L.$,.. A- i(T�®-]i of O V) APPROVED FOUNDATION 4'o/c 12'0/c j ) 1' CONNECTED TD, BOTTOM CHORD ABOVE- *+ * Ilii /l_ 4UTLOOKER ONLY. - OF TLP > i ! 1- HEADER OR STUD ,,,,, �Q TYPES/STYLES. j COL. BELOW w/ 1st ! < � D 11. ARTIALLY ATOBASEULO-DOWN I) PORCH POST & BEAM 1 I SHEAR'NALPTO AOHORIZCN AL (ROOF OR FL OR FDAP'HRAIGM VIA HE:AREWA11LLP O AOHORIZONTALRNROO1F ORE FLOOROFDIAPHRAGM VIA g NCLDs£D 4"a/a a a/a rn CHANGE IN PLATE HEIGHT �-- ! N j } ( ) STl FRAMING DETAIL U.NO. AN ENGINE RED TRUSS, AND,MAY BE USED I"L0. FRAMING THE AN ENGINEERED TRUSS, AND MAY BE USED CLO. FRAMING THE 11 SW1 (1)HTT22 OR (1)PHD6 (1) �a"dia `WOAD*Tia (3) CS16's ACROSS (1) "dia WOOD*Tie it Ii SHEAR-WALL CONTINUOUS T9 THE UNDERSIDE OF THE HORIZONTAL I SHEAR-WALL CONTINUOUS TO THE UNDERSIDE OF THE HORIZONTAL =1 1 ST1 NOT TO SCALE NOT TO SCALE _ i1 S TYPICAL GABLE-END FRAMING DETAIL U.N.O. SHEATHING. THIS DETAIL 'S NOT APPLJCABLE WriEN CNVENTIONA SHEATHING. THIS DETAIL IS NOT APPLICABLE WHEN CONVENTIONAL 0 W MIN. 2" EDGE SEE SILL PL SHEAR CONNECTOR SCHEDULE ON ENCLOSED 3'o/c 12'o/c ROD (MATCH HTT22 FLOOR SYSEM TO ROD DISTANCE S-SHEETS) FLR SILL >-TO-FOUNDATION EMBED./EDGE DIST-) HEADER UR SND (MATCH HTT22 ROOF FRAMING IS UScD ROOF FRAMING IS USED w 3"x3"w COL. BELOW w/1st EMBED./EDGE DIST.) F-- --.-_:._-._ -- ----- _--_- --.- --__=-- -__ _=_ = -- - _--__ STl NOT TO SCALE `*�-� U) ACHORAGE WHEN USING WOOD*Le RODS. R/ ND-H WASH FLOOR HOLD-DOWN w 3"x3"xY" SEE TRUSS ENGINEERING 1 ARTIALLY / 1 FOR ADDITIONAL INFORMATION ANp DETAILS / OPTION #;<1 OPTION 2 �. 'I -- _--- - --- -- INTERIOR SMEAR-WALLS RUN NG PARALLE TO TRUSS ABOVE INERIUR SHEAR-WALLS RUNNI EL 70 TRUSS ABOVE NG_OSD 3 o/c 8'o/c AT BASE ROUND-HOLE 1 ON CONSTRUCTING A GYPSUM Ci DETAILS FOR MAXIMUM o c -_ ___-- ._-. __.._ ._ WASHER i DIAPHRAGM, REFER TO REPORT ICC ESR SPACING OF BRAGNG. -- --- - -- ---- -- ----- --------- - -- -- ----- ---_ ---- -- EXTEND HEADER TO KING STUDS ;__ -. _ -_-- _ .-__,_ _ -- _ -_ ! B W00D*Tie DETAILS & SPECIFICATIONS 1 * = MIN. 15 8d NAILS EACH END LF EACH STRAP. 1338 & ESR 1046 "GYPSUM aCARD ------------- o...A I INTERIOR & EXTERIOR APPLICATIONS,'. SEE H.LB. '91 and BCSI 1-03 `x"` STl NOT TO SCALE 1I SLI;UNDER-EAVES (SOFFIT) i'D FOR ADDITIONAL ENGINEERED MATCH EDGE HAILJNG ('� 'NOES: 1) HARDIE-PANEL OR LP SMART SIDING IS AN ALLOWABLE ALTERNATIVE TO THE SPECIFlED 7/76" THICK APA OR ECO-RAED WALL I BE EI f R VINYL SOFFIT WOOD TRUSS HANDLING, PrJG STUDS PER STRUCNRAL ! -_ --_ - -__ _ I'' PATTERN FCR -. - ROOF/FLOOR SHEATHING �."./ -_------_,-----,____--- -.--- -_- ._-__ - ._.___-- --_ -- _ -----'I SHEATHING ONLY IF IDNTIFIED AS SUCH GN TIE STRUCTURAL PLAN. •- ---- _..__-.__._ -_._..____- :. _ .___ ...___ _ __.__ ___. _____�i I MATERIAL, RATED & INSTALLED INSTALLATION AND BRACING J EXTEND ONE KING TO TOP - .. ;`- .. �-.. i (B,LL 2x4 g2 SYP NAILER TO ��F� _ ---------- ------ ------ ^ • OF HEADER INSTALL REMAINING j SPECJRD SN a. --- --""- -------- -- 2) OPENINGS AND/OR PFSIETRATICNS CRcATF-�7 THAF1 12 z12 .tiLONABLE ONLY IF IDENTIFIED AS SUCH QN THE STRUCTURAL PLAN. % _ = I � _ > I �T `�` BOTTOM CHORD CF TRUSS FOR TH£ APPLICABLE DESIGN ! TAI S INSI'f I NS. HEADER PER STRUCTURAL PLAN. - !I AT SHEATHIN TOP KING STUDS AS JACK STUDS AND I n / / ' / / / / l' / 2x 2 SPF BLOCKING, AS REQ'D F4R RADIUSED-TOP 3) TOP >SPJCES IN SN7 & St2 UESiGNATED SHEAR-YJA IS SHALL BE MIN. 48" LONG w/ MIN. (24) EVENLY-SPACED tOd NAILS. i, PRESSURES FOR THE SPECIFIC - - - ' R STRAP EACH JACK TO HEADER ON ( j CHCRO G INUICATE�r 16' SW/ tOd COMMON ® 3'o/c. PROVIDE FULL-DEPTH , OF> NTER D ON '' - 1x4 SYP CONTINUOUS B ACING _ MAXI D. TI N WHERE MIN. SPECIFIED TOP>OYERIAP IS r:OT ACHIEVED, ADD 2) MSTA24's ONE EACH SIDE CE E APPLJCATION O ' THICK TRUSS CCNFlECTION. BLOCKING BETWEEN JOIST / /' / / / WINDOWS, w/(2) "131x3" TOE-NAILS PER EN j 4) ITCH SPLICES ( { ) I MIN- APA- OR TECO-RAIEO :�,� w/(2) tOd TO EACH TRUSS" UNSHEATHED SIDE w I_..__ 1„ '_ .... ._ i 7 1 STORY / MIN. 7/16' THICK WALL / /(1) MSTA24 /6" THICK (MIN.) (24/16 / / �' SHEATHING OR STRUCTURAL HEADER, ADJACENT TO ; { ) // OR PER PLY. _ i ,I°I SPAN INDEX APA- OR TRUSSES A80VE 1st TOP > - PER CALL OUT SPH4-6-8 CNNECTGRS `! 5) SECOND-FL o0R SHEAR-WALLS LOCATED ABOVE CMU WNL SHALL USE HOLD-DOWNS SPECIFlED FOR FIRST-FLLOft SHEATHING w/6'/6'o/c DO NOT SPLICE - OVERLAP �, 1-I• �'1 ) SHEAR-WALLS. ATTACH /I/ / / / / / SHEET-SIDING w/(1} ROW OF 8d 2" _ -WALLS YATH MINIMUM ATR E1dBEEI ENTS WTO LINTE!CR TIE-BEAM INCREASED TO 12' FOR 1 2"dia AND 15" FOR 5/8"dia RODS. 6d NAILING. BLOCK ALL %� JGNTS MIN- (2) TRUSSES. -_ I,;,, .! }, TECO-RA7c0 WALL j -1. ON STRUCTURAL PLAtJ. 0 TOP >-TO HEADER 0 SHEAR ( ) / _ _ TO ENU OR ! ENG. TRUSS SHEATHING w/ 3"o/c ad SHEATHING TO BLOCKING / / /!� / / / / I / NAILS 0 3"0% AT TOP OF ,� AX 6 AT LOCATIONS 'NHER£ AN IN7Ef210R 'XAL IS Df9GNAT=ED AS A SHEAR-'HALL, THE WALL MUST BE CONNECTED TO THE DIAPHRAM I UNSUPPORTED PANEL EDGES. - I, - j'- - EXEND BRACING - - .-,j 16' MIN. FOR I STORY NAILING. w/8d NAILS 0 6 o/c AND SHTN'G (IN TO TOP >) AND AT \ I 1 MAX. 32"o/c. ) 1! -- -x ?,- RACED HALLS & ATTACH. _ _ "°! �- BLOCK ALL '�+ ki DESIGN RW ABOVE. REFER TO DETAIL W/STI FOR OPTIONS.. - FASTEN SHEAIHINO TO HEADER Wf I"I'! -''! 24' MIN. FOR 2 STORY ;'.I ATTACH Sr1EATIiING __ UNSUPPORTED PANEL BLOCKING TO TOP PLATE / / /W / / / / �'�� ;�.! � r! > TO NAILER 'Hf 3d - DGES w/Zx BLOCKING. j wf 0.131"x36 TOE NAILS 0 BOTTOM OF SHTN'G (IN TO HDR.). _ I! - 4' f L -- _-_-_ -- P70 ADDITIONAL>-TO-HEADER ! 1! �,/ Imo; ' �! A< 8d NAILS IN 3" GRID PATTERN A5 -- -- _-- --- I SHOWN & 3"0% INTO ALL FRAMING COMMON 0 3'6/c' SriEAR-WAL - CONSTRUCT 4 0/C IN (2) STAGGERED IT �- DRAFT RW CONNECTORS REVD w/TRUSS .131x3' TOE- OR F TYPICAL SHEAR-WALL ASSEMBLY DETAIL 11 i j - ,I I !I ROWS. __. ' T/To/c 5d COOLER 1; - MEMEBERS (STUDS, BLOCKING, AND PER SPECIFICATION. UPLIFTS 01,000#. FOR HIGHER END-NAILS RKING-STUD .. !! - 4. i��', `! ! UPLIFTS USE COPJNECTIONS AS __ __ ��-T_- -- .-- TO HEADER- 2x6 HDR. STl NOT TO SCALE - ! I 'i NAILS OR #6, 1-ya" ! ;; L CON77NUW 5 BRAGNG IS FASTEN TOP PLATE TO =: SILLS) (TYP). io, IF THE INDICATED ATTACH SHEATHIFJG 9iEA1HING BE ON OPPOSITE DOU@LE TOP > OF !. SPEGIFIEU ON STRUCNRAL PLAN. -�------ - --" USE (6) NAILS, 2x8 & 1 I DRYWALL SCREWS. APPLIED TO THE BO'Tf OF THIE HEADER W/(2) RO ,;., ,,;1 EMBEDDED STRAPS ARE TO TOP >S w/ ad SIDE OF WALL OF BOTTOM y1ALL I! I I 1 I j1 BOTTOM CHORD (AND. OF:fid NAILS 0 3"o/c "i vJ1 NOT PROPERL'f COMMON 0 3 b/c. CHORD NAILER. 2x10 HDRS. USE (9) r--- -- --- ---- -- - -- -- 1 ---- -- ---.---- -_._ _ __. . _----. -- -- ------ - --- 131x3" TOE- OR �NDOW HEAD - APPLICABLE ONLY NAILS 2x12 & ENG. �; TRUSS BOTTOM CHORDS MAY B CHECKED LAP I' SUBSEQUENTLY, THE GYPSUM CLN'G (TYP). INTERMEDIATE(NON-CORNER) !i CAST-IN-PLACE A7 i C C �I I 11 BRACED BY IETHER METHOD - PORTAL FRAME DETAIL. MATCH I°°' °I"! FONDATION POUR, i I' j -7CALL i�I.T•S• END-NAILS 0 KING-STUD WHEN WINDOW UOESN'r ATTACH WOOD HDRS. US£ 12 (1) W000*Tie ROD ADJACEFJi TO I '1 ! IS ATTACHED TO THE BRACING ! -- - ( ) SND POST IF PORCH SEAM IS THE CONTINUOUS 1x4 BRAGNG ;, I! TYPICAL SEE STRUCTURAL P °1° .1 THEY MAY B'c THIS DETAIL pR0`dDES AN,f�LT&ZNATIVE METHOD OF ATTACriING A I TRUSS-TO->CONNECTOR: ! 1 I I TO HEADER. 2x6 HDR. USE S TO HEADER. SEE TABLE FOR 11 RATHER THAN DIRECTLY TO TFIE A 1 FO TI SHEAR-'GALL TO A HCRIZ TALE ROOF OR FLOOR DIAPHRAGM VIA ! - NAILS.. I It j SHOWN AT RIGHT OR THE RIGID !1 jI c SPACIN JACK STUDS PER MAX -_ FOR ADDITION L N RMA ON, i°° �:i,,:' REPLACED WITH ITT22's ( ) SEE TRUSS SCHEDULE !, I I 6 NAILS. 2x6 & 2x10 SIZE & CDNNEC`RON(5). CONVENTIONA_ JMB£R (2_x8. 2x12 TOP PLATE PAAY BE NOTCHED TO t� (� 1 ( ) ,: TRUSS THE MAXIMUM o G DAT' 3.11.2012 O __ ^ g ALLOW PORCH BEAtA TO BE LET IN TO �^" CEILING DIAPHRAGM (SHO'NN AT 1 ) STRUCTURAL PLAN. HEIGH'i CONNECTORS, ETC. I�._ *+ AN NGtJEERED TRUSS: Alp MAY 3E USED LL2 FRAMING THE :j ' ----- ---- 2x72• ETC). (1) MOOD Tic GD Y 4-OF THE BRACING IS 24. r-�� SHEAR-'NAL! CONnNUOUS.TO THE UNDERSIDE OF THE HORIZONTAL TIPS (DTC A/ST7) ; HDRS- USE (9) NAILS, 2x12 ._-__-1_ _- -_ _=f_ (1) MSTA-SERIES STRAP ADJACENT TO EACH SJUE OF POST U WALL PROVIDED THAT(1) 2x4 #2 SPF j1 LEFT). STRAP TO HEADER ON td-1 - I° ' &ENG. WOOD HDRS. USE ----_r t ® Ari JACK-STUD TO L o1O1 �° I * SHEATHING. THIS D£7A;L 1 NOT APPLICABILE 'WHEEN CONVENTIONAL * EMBEDDED STRAPS 7, - -----i e -- - --- E C• J PORCH BEAM IS ENGINE • UMBER ! POST IS ADDED TO EACH SIDE OF 11 UNSHEATHED SIDE w/ 1/a" z� . FOR A PANE SPLICE (if needed), ;,h1 I I' ROOF FRAMING IS USED. 1 STUDS /SHEAR WALL _ ! JOB N0. STANDARD ((t AI HEADER. Lx6 riDR. USE I E PORCH BEAM TO SUPPORT TOP >. IN 1! r !I WO(11S*Tie ANCHORING RODS, PE �tNTERMEDIATE WNDOW HEAD - (LSL, _Y PSL. _TC-) YP IM CW G DIAPHRAGM METHOD CONTINUOUS WOOD BRACING METHOD (1) MSTA24 PER PLY. PANEL EDGES SHALL @E BLOCKED, I MUST gE INSTAL ED .v/ FRAMING PER PLAN DETAIL B/STI, EACH SIDE OF APPLICABLE w/DETAG-1ED 12' STRAPS, 2x8 & 2Px10 -`ii ADDITION, (1) WOOD*Tie ROD SHOULD ',,, `` & OCCUR WITHIN 24" OF ;j l'i" ADDITIONAL PC. OF #4 HORS. USE 18" STRA S, ."J' .,_ BE INSTALLED TO EACH 51DE LF REQUIRES USE OF EXTERIOR-GRADE GYPSUM BOARD WHEN = MID-HEIGHT OF WALL l °i REBAR PER SIMPSON 11Z 1 OPTION 4 SQ_FT_ . DETAILS EACH OPENING, WITNIrd 2 OF TRANSOPA(S) ONLY- SEE TABLE 2x12 & ENG. WOOD HORS. I'! PORCH BEAM AND (1) MSTA24 SHOULD ! USED WITIH 'PARTIALLY ENCLOSED" BUILDING TYPES) 7/t 6" THICK (MIN.) (24/16 SPAN - ,.;1,i j^h, INSTRUCTIONS. *' - i OPTION ifJ INTERIOR OR EXTERIOR SHEAR- ILLS RUNNING JACK-/KING-STUD ASSEMBLY. FGR SIZE & CONNECTION(S). USE 24" STRAPS. ,.� INDEX) APA- OR ECO-RATED I,,,I I INTERIOR SHEAR AA-S RQJNNI L PARALLEPARALLEL TO TRUSS ABOVE I PERPENDICULAR TL TRUSSES ABOVE W �`'\\ I SE ATTACHED TO (1) SIDE OF EACH I! /-� +� �•• WALL SHEATHING. BLOCK ALL i6" MIN. FOR 1 STONY I-`, /HEEL OR P( C�i=11gIC1�8P. \ (1) SPH4-6-8 CONNECTOR ! - ,1,.,,\ _.., 'TOP >CENTERED ON THE JOINT. P TYPICAL BO"i""1 OM CHORD BRACING JOFFITS DETAILS UNSUPPORTED PANEL EDGES wf L4" MIN. FOR 2 STORY ! •, ;"I 1 VERRCAL RIES 6" TO 1'-6". �-JACK- & KiNG-STUD(S) _ Ej -- -------- -------- --- ----- ---- - .!..,, STHD74R�SHOWN ____ i _ _ ___ _ •� 0 IS NGl"E JACK-STUD TO - _ I 1 2x BLOCKING. HORIZONTAL ?! IN PROPER ( ��•i�� PER CALLUUT UN HUE >. USE 1) LTT206 �\ Y i STl NOT' TO SCALE 1/2' dia. ANCHOR BOLTS '� : gppLICATION yd1H I e !! APPLICATION REQ'D w/ STUCCO L- 'eP/fP•(1C� F IP1E' ta�.."Y,' STRUCTURAL PLAN. ( ';i PORCH BEAM MAY BE NO ^ i, EX ALL \ 0 DOUBLE JACK-STUDS TO AROUND 70P PLATE PRONDEO �",,J j L__-- ___ _ - __ - T-21NSSTFI - DD W/7" MIN. EMBEDMENT& CUR@ W - FLOOR W7tJDUW SILL - SEE TABLE FO FOUNDATION. USE (1) 1 THE TOTAL D^cPTH Cr'TH^c - � 1 : I --- -----_--- --'_-- ----------"----- --- - _" -- O D14 EMB ( ;, 2x2"x3/16' WASHER (TYP). '' PLACE P t i C( SIZE & CONNECTIN(5). ��., HTi16 0 TR{PIF (OR MORE} BEAM IS > 9-1/� UFiL'SS p�� ! FOUNDATION. USE PT SILL>- •.I r� �i _ '�'L L«0£)11$' INTERMEDIATE SHEAR \ .,� STRAPS 14' INTO 3ply 2xO #2 SYP - AT BASEEO'r CURB --_ __ �" WIN W S AND JACK-STUDS TO NOD ON THE STRUCTURAL •' � - - EMBE _ 2x4 RIBBON - .- --- SHEATHING _ O AT A CJRB WALL DTL DM NT LINE" BG'1 FASTENERS, PER SILL > DO - �`�;'�, WALL ' E CTOR SCHEDULE --- A --- ;; ! SHEATHING SH_Aft CONNE OOR S SH LLB - _ _ _ FOUNDATION. ;' S7HD14R,7 wHEN L(CAED '"I--i A17ACriMEFJT. € FLOOR x '��, TRUSS TOP CHORD t C € E, Y E� __ SHEET. I :° ' ', 1 .7A L!+(if�(1 LSH- a) {`..2 ON S-SHEET(S). --- -_�' ATTACHED TO I r ;�'' INTERMEDIATE 2fST2) AND BEGIN - TRUSS HEEL/END VERTICAL �,V.>3 Cls: (1` P " 229/8 , APPROPRIATE 1 � II �- TRUSS BEARING EMBEDMENT" AT BASE OF 1 w- OF TRUSS _ •T FRAMING MEMBERS ANCHOR BOLTS PER ,; .- - _ CURB __ __-_ ' NAIL POST TO PORCH j / WALL IPJ ACCORDANCE DETAIL A/STI, TYP. % HEADER W/(1) ROW OF '', % ! t\�. FOUNAD-RN PER STRUCTURAL PLAN. J y {; ^ - - -- . REQ'D PLACEMENT a - ' MANUFACTURER'S !! ) - i' 131x3" NAILS 0 2 D/C. 1 ...! ;- O OF OPTIONAL (LL.O. r r NA__ rRA4iING ----- 11 lOd 0 6"ofc FROM CONT. .300 . P(?(1C@ D£LBOi1,SIVSi. WIT71 APPLICABLE �-,'� i, ROOF SYSEM _ INSTRUCTIONS & �j i, ��,_ -_ '� _ ) -- ! Ij 2x4 TO 2x4 BLOCKING ,�• 0�� C•P�20 / STHD14's HTT22's i I DIRECTIONS. ': / - - 1 HORIZONTAL 2x4 SPF 2 - g®4' 8��'"(� 0� o" {' PORTAL FRAME DETAIL �- -I zx #2 sYP TOP > ST1 NOT TO SCALE BLOCKING BTWN TRUSS WOOD*Tie ANCHORING RODS TRA I 0 A METAL 0 CT RS poftcH aEAM. SEE I (z) Rows of .731 x R -/ o�`g SHEATHIr /.I it .,PLAN VIEW OF CORNER 3" NAILS 0 6 o/c 7 JG STRUCTURAL Sri E=T F�- ! I/\i TPJ a CHORD --- --- ---- ,�,:a< <. ,! E THICK (MIN.) APA- OR II ;j DETAIL --- ---- ----=------ -- - ------ Or.• ,HF.,n :;_ :,Prr,�...;.-.- : MINIMUM SIL SEE STRUCTURAL PLAN. 'r .t I Ij --- -- ---- :.-_--.-- _ - - - -- _. _.- ' - - - -- --..._-.--.--FXV- ----- oa P_N a TECO-RAED SHEATHING wf SS+TCP _ -�_ _- -- ie n=.•:e ��,.;H.:.v.,.tr.. 4 6"/6"o/c 8d NAILING. BLOCK ,i Hr-L £tJD " CONTINUOUS 2x4 SPF#2 W/ .tiers 2EQUI EMENTS./SPACING i, ALL UNSUPPORTED PANEL EDGES L -- -- -- -- `h�TlCAL OF TRUSS ___ T_I ____ H ___� ,I j 2x CHIMNEY FRAMING ?------- (3) .131x3' NAILS TO FJ�CH -- r , -- - a:r[.'. w/2x BLOCKING. MEMBERS - SEE STUD ' t... r 't _ .¢,ND POST- NUMBER OF PLYS TO PORCH HEADER 11 1 j MW. 7/166' TH:K(,24/16 SPAN !i F TRUSS VERTICAL& ®6"o/c ` * -11 15 -- MATCH HEADER. SIUO POST SIZE 2� SYP BLOCKING w/.137x3" ' TALE FOR SIZE, SPECIES IHDE�c) A?A CR EC(�RATED WALL i 1 ,Q '1 T ,131x3` NAILS TO ° r _ �' - y - SHEATH CHIMNEY w 5 16' &MAX. o c SPACING - i --- -- - -_ AND GRADE TO MATCH WALL STUDS ;! NAILS A 6"o/c TO TOP OF TOP I / / / SHEATHING ATTACHES TO FRAMING �� '+ INERMEDIAE BLOCKING. ADD 5�-_" r - j � - ' r'�" UNLESS NOTED OTHERWISE ON >ASSEMBLY& TO TOP OF �{- HARDIE w/6'/6' 8d OR USE OVERALL CHIMNEY UEMBERS & POCIIING 0 ALL yp "!, (1) MSTAtB STRAP W/(7) -(-- r=-- -y- _ -- - -{� HEIGHT FOR > HEIGHT. - - -- - - i tOd END 0 EA. SPLICE CONT. a. .- _, - -t p ! r.a. vlftUCTURAL PLAN. CONNECT PLY'S I PORCH HEADER ASSEMBLY. 7/16" APA RATED PLYWOOD UNSUPPORT=P,$Ei EDGES / - -1- - -- -!1- - - - i w V-12" o c. 8d ER A TABLE ON ' 2-Ply 2x's AT CORNERS. - -f -_._ „ v„:, < ,;,- PER DETAIL D/STC I / / "` NAILING P. C L!* r,, ,'i 2x4 MAYBE OMITTED IF (t) .:_ , 1 -; EXTERIOR WALL : D_7A1L r ST7 �R CAL ` MSTA18 IS USED FROM O f IF 1HE HOUSE I5 TIED DOWN USING I TOP VIEW E 5 UCTLRAC,PLAN. CtJ - . ----- BLOCK-TO BLOCK ACROSS EA. 1 MTS12 OR t MSTA18 - - - _- -- - TRUSS M a v _. PENIN L eP: ,a e,z PLrL^d a r:.:� Md �" '. -- .,..� CONJ^..JTTIONAL STRAPPING. REFER TO THE I1 O O - I ) - --_- --- --_ -n --- 4 ,¢2 BLOCKING BETWEEN STRAP FOR A SQUARE I i _._ ,r 2x S .. STRUCTURAL SHEET AND DETAIL N/STi FOR ;I to A.:rd=F1 rt < " , e o1`�h L , 11 TRUSSES BELOW CHIMNEY WALLS cc ! ,x, tr`�+ ,-r'h, n";;' "- PORCri BEAM CONNECTION DETAILS, O 'T 1 T' se„eP I, I h.t: F S OR - DOUBLE TOP >OF WALL ' CHIMNEY& 2 HTS20' TRU..... TO->CONN'cCTCR: Ht.. I _-- __._:- a?-•' ;,r J>=-= _-__- =:='-='h �� ! I HAVING R wf(4) .131x3' TOE/ENP NAILS (2} MSTA24'S FORA S£'E T"JSS SCHDUt F FCR ! ! 7 t, P IN LIEU OF WOOD PANEL SHEATHING, CEILING MAY BE CONS7RUCED OF ANY APPROVED MATERIAL EQUAL U RECTANGLE CHIMNEY 0 EA E (D7L a/S71) i1 --x.===i- -- ____ - _ ---_ -__ ---_� - ;,--fi - .- ---- - : BET-HER PRESSURE AWJ SHEAR RESISTANCE AS VERIFIED BY CURRENT FBC PRODUCT APPROVAL DOCUMENTATION, TOPECHORDNOF TRUSOCKINN RTgOR_R -_- L a -'- q .a' - t" .. c...i r acus -_:._ ., -. AT CORNERS OF RECTANGULAR I T CORNER OF CHIMNEY TO TYjQ _ -----_ --�-_ --- ---rl ------ -.-.- _---- 1, -- ----r-: -,t -- RAFTER/TRUSS TOP CHORD S1L'JS J SHE.4Z WAL 1 _f� ** IN .,k ( i-F.. '.,1 r`._ - z ."s.;,.,, ._s< c.._ -, a-e Jr .... , _ ,.:__. ION3F5 STALL WALL SHEATHING PANELS HIMNEYS• USE 2x8(I.L.O. 2x4) oR 2x4 BLOCKING BELOW. FRAMING EE S-RU TURAL PLAN. INTERIOR OR EXTERIOR SHEAR-N LLS RUN t ,.-f 7' 1 i ' _ a-� y _''� r - ! w/(B) NAILS/END (LL-O. (4) PERPENDICULAR TO TRUSSES A@OJE TNG 2 o c TRUSS r. - - -- N WiTH LONG AXIS (B' LENGTH - _ _ HORIZONTAL AT 4' / -- e s 1 .. ,-_- ;._k r, ?:. °'_s -r ? - Y,.. • + w: _ - ., v; NAILS}. END-VERTICALS -OR- BLOCK W/2x i TRUSS TOP CHORD OR R SIDE VIEW U CHIMNEY FRAMING DETAIL ' W SHEAR-WALL BRACING DETAILS FRAMING TO PROVIDE MAX- 16"o/c SUPPORTS FOR SHEATHING. ** TYPICAL OPENING FRAMING DETAIL - U.N.O. G PORCH BEAM TO STUD WALL DETAIL Q PORCH CEILING SHEATHING DETAIL (TYP) sT1 NOT TO SCALE ST1 NOT TO SCALE ST1 NOT TO SCALE ST1 NOT TO SCALE I �ST1 NOT TO SCALE ! i) SEE S71 FOR VERTICAL WALL CONNECTION. ifI ' THIS DOCUMENT, ALONG WITH II J It #5 HORIZONTAL ASSOCIATED DOCUMENTS, IS AN II `4" CONC SLAB W/ 6X6X10/10 WWF 1 OVER 6 MIL VAPOR BARRIER OVER INSTRUMENT OF ENGINEER'S SEE ST1 FOR VERTICAL WALL CONNECTION. I' it CLEAN, WELL COMPACTED, TREATED FILL (TYP. VERTICAL REINFORCEMENT): SERVICE FOR THE EXCLUSIVE USE MAY BE USED _______________ #5 DOWELS @CORNERS & 24"o/c #5 HORIZONTAL. AT THE PROJECT TITLED HEREIN. if 4" CONC SLAB W 6X6X10 10 INWF o HORIZ. 6" FROM END INFORMATION DERIVED FROM THIS OVER 6 MIL VAPOR BARRIER OVER I,IAS BRICK LEDGE THEREAFTER - BEND #r _- 1 4 REBAR CUNT. t� HEADER CUURSE 48" MIN. OF VERTICALS. TYP. VERTICAL REINFORCEMENT 5 DOWELS DOCUMENT, AlASSOCIATED CLEAN, &LL COMPACTED, TREATED FILL iSLOPE GRADE ALL DOWELS @ TOP & BOTTOM, ( - ): # /Q -- ! O # EMBED MINIMUM 6" INTO FOOTING @ CORNERS & INDICATED o/c SPACING DOCUMENTS, MAY NOT BE USED SLOPE ------- #5 HORIZ. 6"bO DIMENSIONS ARE [r !�- /48" INTO SLAB (GROUT ALL CELLS THEREAFTER - BEND ALL DOWELS @ TOP & 72" FOR OTHER WORK(S) OR H C, GRADE - FROM END OF PROJECTS WITHOUT THE a - - MIN. DISTANCES Q 0- - SOLID BOTTOM, EMBED MINIMUM 6" INTO FOOTING MIN. PROJECT(S)F- h ^4" 1 STORY } VERTICALS. �� - I co itDIMENSIONS ARE #5 VERTICALS - - _ - - d / 72" INTO SLAB (GROUT ALL CELLS SOLID) EXPRESS WRITTEN PERMISSION OF N ? r -; CLEAN COMPACTED _ 6" MIN. DISTANCES - I- h THE PROJECT ENGINEER IDENTIFIED - ; • • SAND FILL -- --- 2 STORY @ 24" 0/C BELOW. �... !_ - REV DESCRIPTION ** EMBEDDED STRAPS - • • (TYP. HORIZONTAL l) ---I —I ' - - - #5 VFRTICAI S Col n/r SPACING T - W/O BRICK MUST BE INSTALLED w/ _, _ ! TYP. VERTICAL REINFORCEMENT}: #4 DOWELS @ '. i0 12 COURSES: 24"o/c -!. (SLOPE OF ` i h ADDITIONAL PIECE OF 4 j; ( REINFORCEMENT): (2) ( 12 13-1 2 COURSES: 16"o c I # CORNERS & 48"o/c THEREAFTER - BEND ALL ( ".) 13-1 2 15 COURSES: 8"o c -= --- IIGRADE S 3 REBAR PER SIh1PSON -;I,I -.,, W1.7(MW11) LONGITUDINAL G - ( I ADD2CLEN FIIL IF�ND COMPACT 6,"!-- 1 - (TYP.) W BRICK ** _. DOWELS @TUP & BOTTOM, EMBED MINIMUM 6 WIRES SPACED @ 16" 0 C. —I ' N / / (l - / INSTRUCTIONS. * - INTO FOOTING /12" INTO SLAB (GROUT ALL / II ---, 18 C F - PROVIDE HORIZONTAL CELLS SOLID) = %I - - MU; ILL ALL CELLS SOLID. -� 1 STORY FOOTING SIZE MAX. STEMWALL HEIGHT: (5} REINFORCEMENT WITHIN 16" -- I - i- 3 - w/o BRICK 12" WIDE w/ (2)#4 OR (2)#5 CONT. 8" COURSES. FOR MALLS > 11 FooTINc slzE OF TOP AND BOTTOM OF w/ 3,000psi GROUT. -- w/o BRICK 1s"xlo" W/ (2)#5 CONT. OR 2} # I� I - i ! (MAX.)N FILL AND COMPACT 4 ( --I -- ADD w/ BRICK 20' WIDE (INCLUDING LEDGE) W/ (2)#5 OR (3) # / } / ( MASONRY STEM WALL. II - W 0 BRICK 16" WIDE w L 5 CONT. OR 3 4 \ / ' - I - IN 12 LIFTS.- LAP ALL REINFORCEMENT MINIMUM 40 2 STORY 5 8" COURSES HIGH USE W BRICK 20'x1 D" W/ (2)#5 CONT. OR 3) #1 It DETAIL 1A ST2 OR 18ST2 2 STORY 8" CMU; GROUT ALL CELLS II - DIAMETERS AT ALL JOINTS. I - -- -__ W/ BRICK 24 'NDE INCLUDING LEDGE) /(3}#5 Olt (4) # DEPENDING ON WALL HEIGHT. N/o BRICK 20"xID W/ (2}#5 CONT. OR (3) # -----� _I I j #5 HORIZ. NEAR MID-HEIGHT. W/ BRICK 24"x10" W/ (3)#5 CONT. OR (4) # SOLID. MAX. (10) COURSES. ft A to 1t1e — -- II 1 TYPICAL FOUNDATION DETAIL 1 TYPICAL FOUNDATION DETAIL 11 I (TYP. HORIZONTAL _ 5 HORIZ. I@ EACH STILL ADD CLEAN FILL AND COMPACT - ,- 1 # li ST2 NOT TO SCALE --- REINFORCEMENT): (2) ST2 NOT TO SCALE II IN 12" LIFTS. -__ Group I :- - - -- - (MAX.)( - —f ' 1 - — .7(MW11) LONGITUDINAL RS I_ j—, WIRES SPACED @ 16" 0 C. 4}h_- __E - _ COU ! II -- !STANDARD FOOTING SEE DETAIL BELON! / II ne,�s c",�a�"„ _ _ PROVIDE HORIZONTAL ** EMBEDDED SEE ST1 FOR VERTICAL WALL CONNECTION. i ' REINFORCEMENT WITHIN '16" OF Designers STRAPS MUST BE 11 INSTALLED w/ 5 1 MAX. 2 COURSES --- TOP AND BOTTOM OF * ! I I -, -- - 'II Engineers / 5 1/2' WIDE CONIC. SILL TOP AT MAIN _ II ---I -- MASONRY STEM WALL. 12"d. X 24"w. 2,500ps! CONC. ADDITIONAL PIECE SEE ST1 FOR VERTICAL SLAB LEVEL TOP-TO-GARAGE FLOOR ABOVE SLAB LEVEL. -- OF #4 REBAR PER _ WALL CONNL''CTION. --! FOOTING w/ (3) #5 REBAR EXCEPT: 6ssoRoosevelt f31vd• VARIES; MAX 7 1/2" HEIGHTS I_XCEEDING - - - --- ):uksonvilk,FL3�q 11 AT-2-STORY WITH BRICK, USE 12"d SIMPSON ** WIDTH 8Y MORE THAN REQ ADDITIONAL (1)#4 CONT. IN SOLID GROUTED (904)772-6100 INSTRUCTIONS. - X0"w. w 4 5. �r ANAL'fSIS) U-BLOCK COURSE I ---I I- - / ( ) # FL CoA No.29015 -- =-- -- II _. J 4' CONIC SLAB W 6x6x10 10 4JWF -� TYPICAL SLAB _ Ii c� OVER 6 MIL VAPOR BARRIER OVER _ TYP. VERT. - SLOPE CLEAN, HELL COMPACTED, TREATED FILL I' - �� -- -! I STORY FOOTING SIZE —1 I zo , � REINF �� - z w —(i= I _I W/O BRICK 16'x10" W/ (2)#4 CONT. W O]0_ GRADE 11 III—i -i_ --i -- : W/ BRICK 20"x10" W/ (3)#4 OR (2}#5 CONT. Ij a 5° ! I TYPICAL FOOTING - SEE 1/ST2 FOR z STORY CLEAN COMPACTED I = _ SIZE/REINFORCEMENT W/O BRICK 20"x10" W/ (3)#4 OR (2)#5 CONT. Z_o� • • SAND FILL —1 I _ _ i W/ BRICK 24"x70" W/ (4)#4 OR (3)#5 CONT. ii CON r TYPICAL FOUNDATION i' • I - _ 1B 10<15 COURSES STEM WALL FOUNDATION 11 - ST2 FOR STEM WALLS WITH 10<15 COURSES & GW, GP, IMENSIONS ARE = -- SW or SP SOILS to 30# PSF LATERAL LOAD AIN. DISTANCES II 1A 6<10 COURSES STEM WALL FOUNDATION FOR STEM WALLS WITH 6<10 COURSES it iI 2 FOUNDATION AT GARAGE 2 FOUNDATION AT GARAGE it ST2 NOT TO SCALE ST2 NOT TO SCALE I; !I OVERLAP SLAB 3 4" FOR SLOPE 3/4" X 12" 11 4" CONC SLAB W/ 6X6X1O/10 WWF RECESS SLAB / II I� OVER 6 MIL VAPOR BARRIER OVER 1 1/2" THRESHOLD j EXP. JOINT AT GARAGE DOOR 1-1 2" DEPTH = STUD + 1 1/4" (FROM ii j 4" CONIC SLAB W/ 6X6X10/10 WWF CLEAN, WELL TREATED FILL COMPACTED, TERMITE / OUTSIDE FACE OF BLOCK} OVER 6 MIL VAPOR BARRIER OVER ji CLEAN, WELL COMPACTED, TERMITE -RECESS SLAB 3/4" FOR SGD - - II 4" CONC SLAB WW/ 6X6X1O/10 WWF I TREATED FILL 4" CONC SLAB W 6X6X10/10 WWF l OVER 6 MIL VAPOR BARRIER OVER OVER 6 MIL VAPOR BARRIER OVER - -- CLEAN, WELL COMPACTED, TREATE FILL CLEAN, WELL COMPACTED, TREATED FILL TYP. SLAB Ij SAW CUT IN 15'x15' GRID, - I - - - _'- 1„ DEEP WHILE CONCRETE --------- —! —I .r II _ �i !: I': IS WORKABLE (WITHIN 12 HRS OF PLACEMENT) I - - --I —_ I _:: I _— —_— __ -------- 5' ------ --- — --- 5 f -=III'= :,-- FOOTING SEE 1 ST_ FOR !i - _ it I! J YPICAL - / ,i ---I 6 MIL VAPOR BARRIER II 17 _- co _ 5"! r• u-• 45 -. COMPACTED _ _ SIZE/REINFORCEMENT ---------- ---- CLEAN - - SAND FILL I I . C -i — = -�J'(2)#4 CONT. 12" (1)#4 ONT. TYPICAL FOUNDATION l 16" i it _ -- 1 STOR LJJ I, ��SLOPED TURNED DOWN EDGE CONTROL JOINT–FOR CRACK CONTROL I 2 STORY 3 FOUNDATION AT S.G.D. 3 FOUNDATION AT S.G.D. ST2 NOT 70 SCALE ST2 NOT TO SCALE II DST2 INTERIOR A ARI NOT TO SCALE ST2 NOT TO SCALE k � A NOT TO SCALE HOLD HDR. BILK. 4" CONC SLAB W/ 6X6X10 10 WWF TO OUTSIDE OVER 6 MIL VAPOR BARRIER OVER itI CLEAN, WELL COMPACTED, TREATED F LL 4" CONC SLAB W/ 6X6X10 10 WWF OVER 6 MIL VAPOR BARRIER OVER if TYP. SLAB 'I CLEAN, WELL COMPACTED, TREATED FILL 4" CONIC SLAB W/ 6X6X10/10 WWF VARIES ------------------ ifO EE -- OVER 6 MIL VAPOR BARRIER OVER --- --- -- - j CLEAN, W LL COMPACTED, TREATED FILL -6 MIL VAPOR BARRIER 1 -� --' -- - - ------ ' 4 95 Nl� 1 t- it - - )#41 CONT. it TYPICAL FOOTING - SEE 1/ST2 CONT. I -=- - -EOR SIZE REINFORCEMENT 1 i- = I, - - II TYPICAL FOUNDATION 16 1 STORY) it 20 2 STORY �!i ilil I- i 4 4 SILL 7 TURNED DOWN EDGE 10 LOAD BEARING STEP DOWN �../ FOUNDATION AT DOOR SILL FOUNDATION AT DOOR i' sr2 ST2 NOT TO SCALE j NOT TO SCALE 5T2 NOT TO SCALE ST2 NOT TO SCALE II _ - II Li HEADER BLOCK OR it 'I j! FORMED & CAST @ STEP I� p� II DOWN 11 4" CONC SLAB W/ 6X6X10/10 WWF ti..,J l —(1)#5 x 2'-0" OVER II OVER 6 MIL VAPOR BARRIER OVER 8"x8" CHASE IN ji - CLEAN, WELL COMPACTED, TERMITE C) VARIES ------ ------- I; TREATED FILL - -- - GOING. BLOCK STEM SLOPE - ---------- ii WALL. I i= I I=III TYP. SLAB I ' I— —' 1111 ,! I ! .. III -_I - I I r� GRADE ! I I _. --1 I VARIES -- --- GROUT SOLID - -I G: if i AROUND PIPE ROUT SOLID – - DESIGN RW CLEAN COMPACTED AROUND PIPE = - • - _I YPICAL FOOTING _ 1 SAND FILL . '. III- -- :1= - -I FOR SIZE/ - DRAFT RW I - - I / ,I STEP +2' ...SLAB:.._ -- 8" MIN. - DEEPEN 1! - -- I- -_I I THICKNESS FOOTING @CHASE TYPICAL FOUNDATION -.- :-'.-: .e. : . ! TYPICAL FOOTING - SEE 1/ST2 _I!(I - REINFORCEMENT it z ,,;I- 1 CHECKED LAP FOR SIZE/REINFORCEMENT - LOCATION AS REQ'D TO I! PROVIDE PROPER Ij - s . ! a ! - _ I - j SCALE N.T.S. FOOTING DEPTH. DATE 3.11.2012 li NON–LOAD BEARING STEP DOWN i - NOT TO SCALE II II JOB NO. STANDARD I II (MAY BE USED AS SUNKEN SHOWER DETAIL) II 5 FOUNDATION W UTILITY CHASE 'I 5 FOUNDATION W UTILITY CHASE a LOAD BEARING STEP DOWN 1 i —.� SQ.FT. DETAILS ST2 NOT TO SCALE it ST2 NOT TO SCALE ST2 NOT TO SCALE 1 - -- -- --- --- --- -- -- ------ ---------- — - �1 Project Engineer : tttl MONOLITHIC FOUNDATION DETAILS STEM WALL FOUNDATION DETAILS STANDARD FOUNDATION DETAILS T r j - - _ --- _ Laim ,nce �. ina;pPEi,.•,,, Prof aJ ine-er THESE DETAILS ARE INTERCHANGEABLE WITH THE t THESE DETAILS ARE INTERCHANGEABLE WITH THE FoUf1dC7t1®n Note: Wood vertical construction shown atop foundation details for cicrity. Wood, cmu, icf or other structural vertical construction FLLicens STEM WALLS FOUNDATION DETAILS. if MONOLITHIC FOUNDATION DETAILS acceptable — see ST1 for specifics. GALieen' ca 3P EPDXIED ATR ----- -- -------- -- T I; TYPICAL FOUNDATION (2) #4 DOWELS, PER TYPICAL TOP OF SLAB EXPANSION _- � HOLD-DOWN PER TOP OF POOL III \ ; FOUNDATION DETAIL, CAST INTO PAD JOINT 3000,N:P6nce De Leon'Bivd. �-STRUCTURAL PLANS y DECKING (1) #5 VERT @ EACH TYPICAL FOUNDATION -� j � !� FOOTING OR EPDXIED W/ MIN. 6" St Augustine, Fi.-32084 SIDE OF STEM WALL II Ili EMBEDMENT, CENTER ;4" IN PAD : ,., > (904)'824-0806 I SLOPE I ! II' _.- -- FTN'G. PADS 36"x3'" & LARGER: TYPICAL FOUNDATION HEIGHT CHANGE HORIZONTAL #5'S I is'-20 -- - - -- , I -I - ! STANDARD E GRADE - --- USE 3 5 DOWELS.' ! @ 16" 0/C. i1 ? -.i „ - I TYPICAL FOUNDATION _ .I'i O # I FOUNDATION II LTO SHEET I. l CONT. -_�--- - - P00 c1 r= = -- _ --- f ! SLOPE =CLEAN COMPACTED -- SEE DETAIL BE SLOPE j -- - - GRADE CO' REBAR i 1 PAND FILL 1/ST2 �l DESIGNED CLE'— I I i I it E a AN COMPACTED _ z GRADE Ii, .'! li - R4 VERTICAL > BY OTHERS. _ CONT. REBAR • 00 SLOPE II II tav J - ' ---------, �� L 1 TYPICAL 3 z SANQIIFILL ''' j =_ __ - r = - cBAR PER 11 r z ! ;1!--I GRADE ST2 -- -- - u O� o �a 3 SEE STRUCTURAL E �i_JI • -_ __! - ; GFFOUNDATION t ° uo �Q CONT. E II II 0L • _ ¢ ruZ)z c - II I NAIL >° II PLANS FOR PAD II wrrFQ ---! oa�a ---------� REBAR 1 --- °a .i Of FOOTING SIZE, =wii JI i' LOCATION & o a a r-- a . SEE STRUCTURAL " II > " =) t=--------- ---- SEE JTRUCTURAL W R a . . ° 45' • PLANS FOR PAD Q it PAD BASE REBAR SPECS. a n N FOOTING SIZE, z h PER STRUCTURAL PLAN HORIZONTAL REBAR I _ p �a - - SAND FILOLMPA(,` ED A> PLAN? FOR SIZE, LOCATION & =o �� 24" PER ST2 15 SECTION VIEW LOCAPON & PAD BASE REBAR SPEC'S. ¢ 45 STEM WALL Wf 45' CORNER DETAIL FACE VIEW SECTION VIEW • ��J� MIN. �-_� ST2 NOT TO SCALE PAD BASE REBAT'. SPECS. SEE STRUCTURAL �� PER STRUCTURAL PLAN - �d PLANS FOR SIZE, PER STRUCTURAL PLAN CLEAN COMPACTED ___-� �'� PAD FOOTING FOR MONO SLAB SAND FILL LOCATION & 18 14 STM WALL HEIGHT CHANGE I 16 17 PAD FOOTING FOR STEM WALL PAD BASE FOUNDATION 0 POOL STL NOT TO SCALE ST2 NOT TO SCALE ST2 NOT TO SCALE FACE VIEW PER STRUCTURAL PLAN REBAR SPECS. ST2 NOT TO SCALE Y• if ll---c O .............. ST. JOHNS RIVER WN E O (D ............. ...... 00 SITE DEVELOPMENT PLANS C) C) 1*4 LLJ m C) Z 2-1 1-- <m v) 0 0 Li z C/D 1--7 F R uj 0 < o a- LLJ Li 0 tc <> Elf cc cf) LLJ V) On C:) LL- (-)LLJ O V)U) LLJ O O:f W 6th ST < Lon a_ C) Ld SITE 0 BOULEVARD 0 ATLANTIC CHID STREET z5 R BLVD. 00 LOT 6 VICINITY MAP SUBDIVISION 0 N (D 0 C14 = C,4 F- K) ::D SHEET INDEX <LL- > go \ . 0�- tL,--/ RCHI rLL�- STREET (i 61 -jo�0 z L-L- Uj SHEET NO. DESCRIPTION P4 < 44 44 m0 w (It 1 COVER SHEET It 2 EXISTING CONDITIONS AND DEMOLITION PLAN bi ATLANTIC BEACH FLORIDA 3 GEOMETRY AND UTILITY PLAN Ld CN 4 GRADING AND DRAINAGE PLAN z -t > Ld 0 =c) 5 CONSTRUCTION DETAILS < u > RE # @0 1709 1 1 — 0020 6 GENERAL NOTES (if 40 0X 7 CONSTRUCTION MANAGEMENT PLAN Lu L U L<- Y 0 Of Ld r (0 It C141 0 0 C) 0) 0 PREPARED F u' R < m \ttj BErA--% C - - ES HAOIH:� ITAT F6� R '"' 'U' M AN I TY 1671 FRANCIS AVENUE UF--\ A 32233 ATLANTIC BjEACH , F R I F 0 U) > Ld 00 rri Ei El O 0 CD U fl. m 9 o FILE .0 F- s.wr-e.Yt113�.SIG lul L) 0 0 SHEET 9 o GARY A.ABBEY,P.E. o REG.NO. 56819 u IND e JAI f E E v s t a ,_•- ..--.---. sx f fS f fill I � — I D s O , f ff ,L o b LEGEND 1 N89'00 34 E 114.43 FIELD "` f s I . . . <. N88°56 00 E 114.39 L 2 ft f �—+ = o : 1' U —x- -- SILT FENCE X X X X X X X X X X _. X X X , „ � t I ��-- m I .. z 17 - d L. ,+3 ) r'y I °=Wf3 f TREE TO BE PRESERVED :Y4 ref' - "- .....':;.,� i / ,��yS tf t} , rrff' fj �' ~ m i E , Ix f V W DRAINAGE SWAGE TO REMAIN ., ; TREE TO BE REMOVED = { 'I FOR RETENTION OF STORMWATER -, x / ff i l m O C j � i--� 1 I ff ; fff rT1 0 � Z i ff; f � CD ; x 0 W O 0– O d a fir r ! ttf w l O Ix ,rf frr`f u J I I fill f f CD y 'f'lff ; M A P O F S U R V E YCD i--� fff LOT 6 BLOCK 128, SECTION H ATLANTIC BEACH, AS RECORDED IN PLAT BOOK 18, f PAGE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. ►-�-i ff co f �f NOTES: 00 ff r 1. THIS IS A BOUNDARY SURVEY WITH TREE LOCATIONS. � l. � ,,, f f` 2. NO BUILDING RESTRICTION LINES PER PLAT. rn o f ff rff r' 3. BEARINGS BASED ON THE WESTERLY LINE OF BLOCK 128, BEING N Z 01'22 00 W PER PLAT. TREE BARRICADE O fff N C'Vc0 I x ��^ .• r r THIS SURVEY WAS MADE FOR THE BENEFIT OF fir?' i BEACHES HABITAT FOR HUMANITY, INC.; OLD REPUBLIC N N y. NATIONAL TITLE INSURANCE COMPANY, AND DONAH00, r� if •- c;f SILT FENCE TYP. °_ /� /_ _ f a �." ( k/ fff BALL & McMENAMY, P.A. Q t� x �_ THE PROPERTY SHOWN HEREON APPEARS TO LIE IN Of �.f�'�`I --- --. i -�y ( I �_ rr ��2� O tll FLOOD ZONE "X" (AREA OUTSIDE 500 YEAR FLOOD f f a fill PLAIN AS DETERMINED FROM THE "FLOOD INSURANCE v -.. ..... _..... .............__._. ....... ...... -.._ ..... ..._ .......... ........... _ — — — — — — — — — X X �,X X X X X X X X } f f`f' �? vi RATE MAP" COMMUNITY PANEL NUMBER 120075 0001 = say 3?€ 55- ' j 13 �, F ri r `r ia- v J�'� �' fr,fi` ,' D REVISED APRIL 17 1989 FOR THE CITY OF I� Y 1i 86.91 f 1j N4-4- ATLANTIC W d '�E ; (" 5 f 1 f -•:)?; ;3 67.2 �r » o ATLANTIC BEACH, DUVAL COUNTY, FLORIDA. W 0°C° » o fff` f- . I S 88*!56'00" W 86.91 ' z FILE #: 2011-418-6 DATE OF SURVEY: JUNE 16, 2011 Z LN bj mom mff" W","H Mar f .,.,.--""___ ... .... ....... - ......, .......... ............, .......... .. ..... .......--., ... _-""---_.-•, ._-.._- .--_,_.... .�. .._ ,.✓ e ;ff ff DONN W BOATWRIGHT, P.S.M.P S M ._._.._ _ 5 __ __ __ .�... _. ';' f`ff No LS 329 __ .. _.. _ _..- .. r A P f > _..._. _.. "' i/ :> f` 's FAA LIC. SURVEYING Y& MAPPING BUSINESS No. LB 3672 U > WEST 6TH STREET -. z = I ,, BOATWRIGHT LAND SURVEYORS, INC. x ^ - "'� F } �:. r �;: ff ;ff 1500 ROBERTS DRIVE w�` 50' RIGHT OF WAY (PAVED) �' f' JACKSONVILLE BEACH, FLORIDA 241-8550 Y o� LU 1 U I Y,•,>, < Y " - .t N u� NE am ow nr: N ftft ��s"` .......... ............ ........ ............ ......__ ..... _.... -" r _ ( : — __. _.. w.._. 1 , w , < y .11 INS ,'.cam, t. ,}„ �. ,,.�` � � 4x '!• «;c«s .:ii. � "' , : 1�.�"✓„' .r.rG ...:;r,`3f,ScsSt°r,- � S. .�.Y`" 'f,� ;i 4r4 CID City of Atlantic Beach Planning and Zoning Department This approval verifies compliance with applicable zoning, subdivision and other local land to development regulations, but does not constitute Z approval for the issuance of permits. Compliance O with Florida Building Code and all other applicable local, State and Federal permitting requirements > must be verified by signature of the City of Atlantic W Beach Building Official prior to the issuance of a Building Permit. Approved By: ,�__ r Date: 121-001606-74 m N o O N Z c-I O 6 .-i O � Q d C7 J o U O o Q Q N W z o W � � d Q U d 0 ' SHEET 10 0 5 10CD � CD m , t SCALE IN FEET 1 g GARY A. ABBEY,P.E. v REG.NO. 56819 0 'J 41, l O • EE !f f : : IE ye �F .....f` _..... MST — I ER o � AND 1 ER if � t 3 4 „�ffA ¢ � �_ N89'00'34"E 114.43' FIELD 4- SERVI C. 0 » , ....... ..... .... ............ ............. ....... __ .... ........... �- 8 t= 'E 114.39' ��; s f CONSTRUCT/ Q 3 �— cwt 1` WET TAP �f;6" fr m o f _ 1»W Q �. v3 WATER { —h f r o W .,.i SR)E O r �_>' ',� w f U w Q w LLJ v OR. L Al, ff frf` Je � of tr1-STORY,3 "CD BEROOM CLEANWf � L�f w SINGE FAMILY CD20.06, 71 a o W NOME i Q A f 6" SEWER CONTF��i'CTOR SHALL �%ERIFY CDw O ' I CONCRETE A LATERAL f FLOVa/ADIRECTION BEFORE � W PORCH 53 ;` S=2% MIN. f INSTALLING WYE IN /SEWER MAIN CD J ;f .... �.i s`. CD ''..` f`f` ff f CUT IN 6rr.f SANITARY f` 2515' 'f ' SEWERL ATERAL �...�.J , Cz s f .. 00 /7 3 ^\ q f 1 p r ~` f i ff f Z O C4 L4 Q t .• ,3 Pf C'\/ `r .....».. .. ............. ............. ............. ............ ........... ............. ............. ........1 e }' BRL p 7 Q _ » 15' ::DE- /C�, rt r '._ pE`. _ r%f f (fit O Y. 2 t 1 _p p f j' PROVIDE ;A SINGLE PAVEMENT v oof ~ ;` tj OVERLAY, PER COJ CASE X DETAIL 0 w._........... ...... ._ ......................... ....... ...... _................... — — — — — - — � : ___ __.._- _.... ..._ ___................... _ r — — — AND EXTEND AT LEAST 2 PAST ENDS r � � I 41 86.91 BUT NO LESS THAN � Q OF TRE�1CH CUTS, w W m c`bo ' f`f` >Quo ff f`t 10' PAST SEWER LATERAL Z S 88 56'00" W 86.91 ' u i� ANNomm �t l f' x v A. ,,. OEM NM kmw, LLJ _. ............ ........ .. ............ _ ._,_.. ..... ...... _.... _ _ ..... _..._.. ^ 4*4 y r f r� WEST 6TH STREET r f % JJe 50 RIGHT OF WAY (PAVED) .) r f f Y • _~ o to w ----- -- now am om MM ffw 3 sx:; N Mm am mm f 41 0r l : • _ �_...... _........__ _ ___..... ..._........ ............. ............. ............. ............. ............. ..... ....... _.... .... ...... ............ ......... .. ............ ......... ............. _.........—. ......__ ......__� ....__.� --- _... ~ _ r : %`V Q LLJ0 M SITE DATA SUMMARY: NOTES: 1 . ZONING: RESIDENTIAL GENERAL (RG) 1 . REFER TO ARCHITECTURAL PLANS FOR EXACT 2. LAND USE: MEDIUM DENSITY RESIDENTIAL (RM) BUILDING LAYOUT. City of Atlantic Beach REQUIRED PROVIDED Planning and Zoning Department 2. REFER TO PLUMBING PLANS FOR EXACT UTILITY 3. MINIMUM YARD REQUIREMENTS: This approval verifies compliance with applicable z CONNECTION LOCATIONS. FRONT: 20' 25.15' zoning, subdivision and other local land o development regulations, but does not constitute to SIDE: 5 (15 COMBINED) 10.59 & 33.41 approval for the issuance of permits. Compliance j with Florida Building Code and all other applicable w REAR: 20' 20.06' local, State and Federal permitting requirements lY must be verified by signature of the City of Atlantic Beach Building Official prior to the issuance of a 4. MINIMUM LOT WIDTH: 75' 70' Building Permit. (AT BUILDING LINE) Approved By: 1 Date: 5. MINIMUM LOT DEPTH: 100' 86.91 ' rn N 6. MINIMUM LOT AREA: 7,500 SF 7,045 SF 0 N 0 7. MAX. IMPERVIOUS SURFACES: 50% 27.9% z 8. MIN. FLOOR AREA NONE 1 ,148SF N N EXEMPTED AS AN EXISTING PLATTED LOT o o N o n C) o q Q - W W O W W E zw3U � w a Q O Q Q U V) ED I SHEET V m 10 0 5 10 CDo 0 f ��t'v� SCALE IN FEET 't 3 GARY A. ABBEY,P.E. a o REG.NO. 56819 a U I 4% r' 1 . 4 F Sl(l E( -5 a3EJ.... ,. •f� O i r p � ' �rc N89'00'34"E 114.43' FIELD "x` "& i Ft � ft• r� , ? N88°56'00"E 114. //>' END SIDEWALK _ __ ._ „ _ F F—� _ ;` Yl /` PROPERTY U o _ -X X X )( X X X .�M� X X X X X� fJf�ff LINE 'f ff �' w 9.3 n� .>..�5 I 1 • 7 4 E I ? � �1 fJ_��?E.. I ..f � "? � i � /! f• (( EE EE E , .,."�.. �. ��. ,3......... )...� l^ €.�€�S E.. 3 E ✓r �;✓'' a. 7 r f M � I ' l.? F t:L'? x '�`... ...,__._,.._ .._ _.. ..w.:_....:. �_ ._........... �. .. ..._�� .. .� 1 °a x ..> : 1�'1 I € 10.10 , . g "`�f ham-- (U) :� .f ( yam' fj• (fZ t7 Q {`. Li LLl x m [FFE=11.50 L, � `;r / w LLJ (/) I I 3 f C) O 1-STORY,3 � r _ 0 !` 1 .f f D OOM Q , 3E R I 11.00 � E.: � :. � o s F� '` r / CONSTRUCT DRIVEWAY TO BE FLUSH �`' F--� SINGLE FAMILY �, . i p � N HOME a , WITH BACK/pF MIAMI CURB /f o CD I Ix r /" Q0 zK f , r• I� Ix r �- � f f „•• ;.i .? O 7 rr f ff` t XXXXX IXr/ f f f �� I ( � I �• � rr :.:7 I f X E 7t f r . ,; 0,3 N ♦, N f r fti _ _ 1 f +, r xW �%� f/f fi Cfl t ,~ 7. � rJ �•" r'"- ?,1 . .. �l t {.:ESI"" (lO f r 7 sf :f�1' f CSI O ' *` ,^V fir rN CONTRACTOR TO CONSTRUCT 4 ;` "J w j' �` ff x SIDEWALK 0.2' HIGHER THAN THE /`ff f✓, �� 7f/` f Q I 2 w ADJACENT CURB, OR AS DIRECTED BY 4 /J .� �� o f j•rr THE CITY OF ATLANTIC BEACH STAFF a ;`f/ z -. s .... ... ......... ...... __ __... ...._ .... _ _ _ _ _ _ — _ — E �f i 3 ;rr• f ff Ld ... .... .. ....... W-s _ _� _. S / � .t t I x X X X >( X X X X X X � � �_ � U :, f Es 86.91' � sF ff Q 86.91 S-V x ! . r �., 4 f NOTE: ; W w- Cs3F �f SIDEWALK SLPPES AND SURFACES SHALL BE S 88°56�00�� W 86.91 " ' f IN ACCORDANCE WITH FLORIDA BUILDING CODE � I�� , ff f Qt'-j r` CD Z I „_ »: ,..„ MM ME �x:� ...,;w: ;;�� ,� w � � :..� � f`/1 o tf°r' FOR ADA QUIREMENTS. �� n r MaNh Ir R� w N ...2a YG.4•.`.. ... ............. ............. ............. ............. ........... ........... ..�..W.. O WEST 6TH STREET „ tA� if i' fiJ �Q ;.f w 50' RIGHT OF WAY (PAVED) �� • n , r\ am am & '.raw, U l 'a`d :'2V•x:.s z : ..:::..... cp d- : 04 mn -Mw am Mw 04 �y},y�� ', y LM moo € •,€ 5'.' x3 y - A ,''” ', '? rn G& r _ - ............ ............ ........_.. _ .... _.._. _. _ — _ `. .. -"--------— _----- __ __..._ _, 1 � � __.. _ __._ __ ____ _ _ ----------._ _....... W ............. _ - ...._. .._...... ...... .. ..... __�_._ ....__.. .... .._ cf \� Z _. _......._. ..._ .. __. _......_._ _�___... � ... ..: .. O • X/ Li S l LL y.. NMI XXX" .,'s .. v:E::s ,, : •« 7>`Aa:< L;E J"� o <W `; :,�,>r,:. 7 "� ;`�'>} `•vi% 3' EIs IS :.v uggg Ld_,F,: ..,...,.,.. .. ,., aaw 9�' ,sa..._c s :iE3 a r. S .7•, i'"f i �'::a' ,u, xas.E, ;fir ',''`z• r{ f •, 'v M s 1 I l CONTACT PUBLIC WORKS (247-5834) FOR EROSION AND SEDIMENT Z CONTROL INSPECTION PRIOR TO START OF ANY GROUND CLEARING 0 OR CONSTRUCTION ACTIVITIES. > > I w m N 8 O N .\i O O Z ZT rq N C) O U C7 rn N O a O CD II o W Z W U � W } Q Q U i m rn SHEET 0 10 0 5 10 cu SCALE IN FEET GARY A.ABBEY,P.E. cua o REG. NO'_56819 a u INC ROAD CONSTRUCTION AHEAD 200' 200' 400' CONDITIONS OPTIONAL POST POSITIONS WHERE ANY VEHICLE, EQUIPMENT, WORKERS OR THEIR ACTIVITIES ENCROACH ON THE a a PAVEMENT REQUIRING THE CLOSURE OF ONE PRINCIPLE POST POSITION 1 TRAFFIC LANE, FOR WORK AREA LESS THAN COUNTER 20° TOWARD FLOW Q _ � I 8 8 r Are �J 200' DOWNSTREAM FROM INTERSECTION. FOR D A PERIOD OF MORE THAN 60 MINUTES. � :2, Q 400' 200' Lesls Than �— 20° O O 200' SILT FLOW FILTER FABRIC KEEPROAD <H = a CSA AHEAD STRUC aN �� CONSTRUC110N m � Li W AHEAD SILT FLOW Q 200' 400' ;11 FE1 11=1��Wil_ 4N,- CONDITIONS j — a a WHERE ANY VEHICLE, EQUIPMENT, WORKERS _ OR THEIR ACTIVITIES ENCROACH ON THE _ 88 LP PAVEMENT REQUIRING THE CLOSURE OF ONE II J I W rk m TRAFFIC LANE, FOR WORK AREA 200' OR MORE POST (2" X 4" OR 400' T1200 50' DOWNSTREAM FROM INTERSECTION, FOR A m PERIOD OF MORE THAN 60 MINUTES. 2 1/2" MIN. DIA. WOOD-STEEL 1.33 �T� � More Th 20 ' LBS/FT. MIN) 6 MAX. �F�-�-1 _ o ROAD FILTER FABRIC (IN CONSTRUCTION Kip AHEAD a CONFORMANCE WITH o Qf u� GENERAL NOTES SEC. 985 FDOT SPEC.) Cie) o w 1. Work operations shall be confined to one travel lane, leaving7. The ROAD CONSTRUCTION AHEAD and FLAGGER signs shall _ CO ry the opposing travel lane open to traffic. have a 18" x 18" (min.) orange flag and a Type B light attached W SYMBOLS and operating at all times. TYPICAL APPLICATIONS MMM"' '111 2. All vehicles, equipment, workers (except flaggers) and their Mesh signs may be used for (Daylight Only) operations 0 ® Work Area activities are restricted at all times to one side of the Type B Lights and Orange Flags are not required. Utility Work O pavement. O Sign With 18" x 18" (Min.) Orange Pavement Repair I- 3. For work operations of 60 minutes or less see Index No. 608. The FLAGGER legend sign may be substituted for the symbol sign. Structure Adjustments O Flag And Type B Light z - Type N Or Type ^^ Barricade Or Vertical 4. When vehicles in a parking zone block the line of sight to f&AI1 12 hours.shall be post mounted if the closure time exceeds To 00 B YP YP signs or when TCZ signs encroach on a normal pedestrian Panel Or Drum (With Steady Burning Light walkway, the signs shall be post mounted and located in 10. The maximum spacing between devices shall be not greater than 25'. At Night Only). Tubular Markers accordance with Index No. 17302. 6" PORTLAND CEMENT May Be Used During Daylight Only. 5. If work area is confined to an outside auxiliary lane the worill. Arrows denote direction of traffic only and do not reflect pavement CONCRETE, 3000 PSI ///— area shall be barricaded and the FLAGGER signs replaced by markings. Type — Or Type -- Barricade Or Vertical ROAD CONSTRUCTION AHEAD signs. Flaggers are not required12 Longitudinal dimensions are to be adjusted to fit field conditions T1AMC CONTROL THROUGH WORK ZONES NOTES: DO Panel Or Drum (with Flashing Light At 6. Flaggers shall be in sight of each other or in direct See Index No. 600. TWO—LANE, TWO—WAY* URBA N q d Night Only) communication at all times. 13. For general TCZ requirements and additional information refer d" q ° 1. CONCRETE SHALL BE REINFORCED TYPE III SILT FENCE DETAIL rn to Index Na. 600. DAY OR NIGHT OPERATIONS SED D Work Zone Sign _ WITH FIBERMESH WHEN U cv IN CITY RIGHT—OF—WAY. O NOT TO SCALE 1T' Fla99 er1 of 1 621 2. REFER TO GEOTECH REPORT FOR N ADDITIONAL PAVEMENT CONSTRUCTION co cr- CRITERIA. � O MAINTENANCE OF TRAFFIC PLAN 12" STABILIZED SUBBASE, LBR 40 "> a NOT TO SCALE CONCRETE DRIVEWAY SECTION Q 4' NOTE: of01 O 3 CONCRETE SHALL BE REINFORCED OI— NOT TO SCALE o 3000 psi CONCRETE WITH FIBERMESH WHEN USED U �w IN CITY RIGHT—OF—WAY. U 1— rl)04 2 U 2% 4» W m c`ro W EXIST. W wN \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ z GRADE 't U L o COMPACTED SUBGRADE o x SIDEWALK DETAIL w Y On NOT TO SCALE w C) ca � d- O N CV 8„R 0 4"R rn 10" 1/2"R a z O o) ;. q' a NOTE: d c° SLOPE TO MATCH ADJACENT PAVEMENT d d W I- 18” 4 0 3000 psi CONCRETE M MIAMI CURB DETAIL NOT TO SCALE 18" MIAMI CURB 1-1/2" ASPHALTIC ;CONCRETE TYPE S-1 (FDOT STD. SPEC. 331) Z O_ PRIME COAT (FDOT STD. SPEC. 300) 18" MIAMI CURB > W 24'f 6„ „ 6 .a " �• N CD 6" CRUSHCRETE BSE z (FDOT STD. SPEC.1 200 OR 204 & 911) 7 (OR OPTIONAL LIMEROCK BASE IF CITY APPROVES) NOTE: LBR 100/98% MA). DENSITY PER AASHTO T-180 UTILITY TRENCH REPAIR SHALL BE CD 12" STABILIZED SUBGRADE, LBR 40/98 FULLY REBUILT AND PAVED IF FINAL d �7 MILLING AND OVERLAY ARE NOT o U MAX. DENSITY - �AASHTO T-180) COMPLETED AT THE SAME TIME. o N 9 Q 0 o Q ASPHALT PAVEMENT SECTION � � �IDW O d x w U j ti (� Q U rn o NOT TO SCALE _ SHEET m m O 0 5 i� a GARY A.ABBEY,P.E. v REG.NO. 56819 'o a U GENERAL NOTES: UTILITY NOTES: EROSION & SEDIMENT CONTROL NOTES: 1. ALL WORK AND MATERIALS SHALL BE IN COMPLETE ACCORDANCE WITH ALL RELATIVE SECTIONS 1. THE LOCATION OF ALL EXISTING UTILITIES, STRUCTURES AND IMPROVEMENTS SHOWN ON THE 26. ALL GATE VALVES SHALL BE UTILITY COMPANY STANDARD. VALVES SHALL BE MECHANICAL 1. THESE PLANS INDICATE THE MINIMUM EROSION & SEDIMENT CONTROL MEASURES REQUIRED FOR O OF CITY OF ATLANTIC BEACH STANDARDS, (LATEST REVISION) AND ALL CURRENT CITY STANDARD DRAWINGS IS BASED ON LIMITED INFORMATION AND MAY NOT HAVE BEEN VERIFIED. THE JOINT, CAST IRON, BRONZE FITTED WITH RESILIENT SEAT. ALL VALVES SHALL OPEN BY THIS PROJECT. FOR ADDITIONAL INFORMATION ON SEDIMENT AND EROSION CONTROL REFER DETAILS. THE WORK SHALL ALSO BE PERFORMED AND TESTED IN ACCORDANCE WITH THE LOCATIONS ARE APPROXIMATE. THE CONTRACTOR SHALL NOTIFY RESPECTIVE UTILITY OWNERS TURNING TO THE LEFT. VALVES SHALL BE RATED AT 200 PSI WORKING PRESSURE AND 400 TO THE FLORIDA DEVELOPMENT MANUAL-A GUIDE TO SOUND LAND AND WATER MANAGEMENT RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL INVESTIGATION REPORT PROVIDED BY AND FIELD VERIFY LOCATIONS OF EXISTING UTILITIES AND OTHER IMPROVEMENTS PRIOR TO PSI TEST PRESSURE. FROM THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (F.D.E.P.) OWNER, IF MORE STRINGENT THAN CITY OF ATLANTIC BEACH REQUIREMENTS. COMMENCING ANY CONSTRUCTION. IF THE LOCATIONS SHOWN ARE CONTRARY TO THE ACTUAL CHAPTER 6. THE CONTRACTOR SHALL PROVIDE EROSION PROTECTION AND TURBIDITY CONTROL LOCATIONS, THE CONTRACTOR SHALL NOTIFY 'THE OWNER AND ENGINEER OF THE DISCREPANCY. 27. FIRE HYDRANTS SHALL BE UTILITY COMPANY STANDARD. ALL ONSITE HYDRANTS SHALL BE AS REQUIRED TO INSURE CONFORMANCE TO STATE AND FEDERAL WATER QUALITY STANDARDS o z THIS DISCREPANCY SHOULD BE RESOLVED PRIOR TO COMMENCING CONSTRUCTION. THE PAINTED YELLOW PER CITY OF ATLANTIC BEACH STANDARDS. AND MAY NEED TO INSTALL ADDITIONAL CONTROLS TO CONFORM TO AGENCIES REQUIREMENTS. Mi 2. ALL WORK SHALL BE PERFORMED IN A SAFE MANNER. ALL SAFETY RULES AND GUIDELINES OF CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING IN AREAS NEAR EXISTING IF A WATER QUALITY VIOLATION OCCURS, THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE O o O.S.H.A. SHALL BE FOLLOWED. THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ANY UTILITIES AND IMPROVEMENTS AND SHALL BE RESPONSIBLE FOR AND SHALL REPAIR OR PAY 28. ALL ELECTRIC CONDUIT WORK SHALL BE COMPLETED PRIOR TO THE PRESSURE TESTING OF FOR ALL DAMAGE AND ALL COSTS WHICH MAY RESULT INCLUDING LEGAL FEES, CONSULTANT _ INJURIES OF HIS EMPLOYEES, AND ANY DAMAGE TO PRIVATE PROPERTY OR PERSONS DURING FOR ALL DAMAGE MADE TO EXISTING UTILITIES OR OTHER IMPROVEMENTS. PRIOR TO WATER AND SEWAGE FORCE MAINS. FEES, CONSTRUCTION COSTS AND FINES. I0-1 _ C/) THE COURSE OF THIS PROJECT. ALL COSTS ASSOCIATED WITH COMPLYING WITH O.S.H.A. COMMENCEMENT OF ANY CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL GRADES, INVERTS 2. THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE BEST EROSION AND SEDIMENT CONTROL O W REGULATIONS AND THE FLORIDA TRENCH SAFETY ACT MUST BE INCLUDED IN THE CONTRACTORS AND TYPE OF MATERIAL OF EXISTING UTILITIES TO WHICH HE SHALL CONNECT. 29. ALL WATER MAINS SHALL BE BACTERIOLOGICAL AND PRESSURE TESTED AT 150 PSI FOR 2 PRACTICES AS OUTLINED IN THE PLANS AND SPECIFICATIONS AND THE ST. JOHNS RIVER WATER '--i m - Q BID. HOURS IN ACCORDANCE WITH AWWA C600 STANDARDS. NO CONNECTION TO EXISTING MANAGEMENT DISTRICT SPECIFICATIONS AND CRITERIA. 2. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON ALL MATERIALS, IF REQUIRED, TO THE POTABLE WATER SYSTEM SHALL BE ALLOWED UNTIL ALL PROPOSED WATER LINES HAVE BEEN v 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE JOB SITE PRIOR TO PREPARING ENGINEER FOR REVIEW AND APPROVAL, PRIOR TO SUBMITTAL TO THE CITY OF ATLANTIC BEACH AND PRESSURE TESTED AND DISINFECTED IN ACCORDANCE WITH AWWA C-651, AND CLEARED FOR = CITY OF ATLANTIC BEACH, PRIOR TO PURCHASE OR CONSTRUCTION OF ANY UTILITY PIPE OR STRUCTURE. 3. EROSION AND SEDIMENT CONTROL BARRIERS SHALL BE PLACED ADJACENT TO ALL WETLAND z THE BID FOR THE PURPOSE OF FAMILIARIZING HIMSELF WITH THE NATURE AND THE EXTENT SERVICE THE ENGINEER AND CITY OF ATLANTIC BEACH REPRESENTATIVE MUST BE NOTIFIED AREAS WHERE THERE IS POTENTIAL FOR DOWNSTREAM WATER QUALITY DEGRADATION. OF THE WORK AND LOCAL CONDITIONS, EITHER SURFACE OR SUB-SURFACE, WHICH MAY AFFECT 3. ALL PIPE LENGTHS ARE SCALED DIMENSIONS. ALL DRAINAGE STRUCTURES SHALL BE CONSTRUCTED 48 HOURS PRIOR TO PERFORMING THE PRESSURE TEST AND MUST BE PRESENT. � Q w THE WORK TO BE PERFORMED, AND THE EQUIPMENT, LABOR AND MATERIALS REQUIRED. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING A PERMANENT STAND OF SOD = TO CONFORM WITH CITY OF ATLANTIC BEACH REQUIREMENTS AND SHALL BE CONSTRUCTED TO FAILURE TO DO SO WILL NOT RELIEVE THE CONTRACTOR OF COMPLETE PERFORMANCE UNDER CONFORM WITH CURBING, PROPERTY LINES, BANK SLOPES AND LOW POINTS AS SHOWN ON THE 30 APRE-CONSTRUCTION CONFERENCE IS REQUIRED AND SHALL BE SCHEDULED WITH AND/OR GRASS PER CITY OF ATLANTIC BEACH STANDARDS AND MEETING THE N.P.D.E.S. FINAL Q w THIS CONTRACT. THE CONTRACTOR IS ALSO URGED TO TAKE COLOR PHOTOGRAPHS ALONG THE PLANS. DONNA KALUZNIAK OF CITY OF ATLANTIC BEACH AT (904) 247-5834. STABILIZATION REQUIREMENTS. E..1 w w ROUTE OF THE PROJECT TO RECORD EXISTING CONDITIONS PRIOR TO CONSTRUCTION, AND TO AID IN RESOLVING POSSIBLE FUTURE COMPLAINTS THAT MAY OCCUR DUE TO THE 4. CONTRACTOR SHALL INSURE THAT ALL DRAINAGE STRUCTURES, PIPES, ETC. ARE CLEAN AND 31. TELEVISION INSPECTION SHALL BE REQUIRED ON ALL GRAVITY SEWER MAINS AFTER THE 5. IF DEWATERING CAPACITY REQUIRES A CONSUMPTIVE USE PERMIT (C.U.P.) IT SHALL BE THE W CONSTRUCTION OF THE PROJECT. FUNCTIONING PROPERLY AT TIME OF ACCEPTANCE. LIMEROCK HAS BEEN COMPACTED. THIS SERVICE SHALL BE PROVIDED BY THE CONTRACTOR AS CONTRACTORS RESPONSIBILITY TO OBTAIN THE PERMIT THROUGH THE ST. JOHNS RIVER WATER o O W PART OF THE SANITARY SEWER CONTRACT. A FULL WRITTEN REPORT AS TO THE CONDITION OF MANAGEMENT DISTRICT. 4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO EITHER CONDUCT ANY FIELD EXPLORATION 5. ALL DRAINAGE STRUCTURES TO HAVE TRAFFIC BEARING GRATES. THE PIPE WITH PERTINENT DATA SUCH AS DISTANCE BETWEEN MANHOLES, LOCATION OF 6. PRIOR TO COMMENCEMENT OF CONSTRUCTION AND EXCAVATION ACTIVITIES, THE CONTRACTOR F-�-� � w ctf OR ACQUIRE ANY GEOTECHNICAL ASSISTANCE REQUIRED TO ESTIMATE THE AMOUNT OF SERVICES, ETC. SHALL BE SUBMITTED TO THE OWNER AND ENGINEER PRIOR TO ACCEPTANCE, SHALL PERFORM, GROUNDWATER TESTING IN ACCORDANCE WITH THE ENVIRONMENTAL O UNSUITABLE MATERIAL THAT WILL REQUIRE REMOVAL AND/OR TO ESTIMATE THE AMOUNT OF 6. ALL DRAINAGE PIPE JOINTS IN CITY OF ATLANTIC BEACH DRAINAGE EASEMENTS, DRAINAGE EASEMENTS AND ONE COPY OF THE VIDEO TAPE SHALL BE SUBMITTED TO CITY OF ATLANTIC BEACH. ALL PROTECTION AGENCY FEDERAL REGISTER, PAGE 42739, PART 1A.3, TO DETERMINE o 0- OFF SITE BORROW THAT WILL BE REQUIRED. BETWEEN PRIVATE LOTS, DRAINAGE RIGHT-OF-WAYS AND UNDER PAVED ROADS ARE TO BE DEFECTIVE AREAS AND ITEMS SHALL BE REPLACED OR REPAIRED PRIOR TO FINAL ACCEPTANCE. PETROLEUM CONTAMINATION LEVELS. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING c0 [ FILTER-WRAPPED. ALL REPAIRED SECTIONS MUST BE REINSPECTED PRIOR TO ACCEPTANCE. N.P.D.E.S. PERMIT, IF REQUIRED, IN ORDER TO DISCHARGE ANY GROUNDWATER ENCOUNTERED 5. ALL IMPROVEMENTS SHOWN ARE TO BE WARRANTED BY THE CONTRACTOR TO THE DEVELOPER DURING CONSTRUCTION AND DEWATERING OPERATIONS. ~ AND THE CITY OF ATLANTIC BEACH FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE 7. ALL INVERTS IN DRAINAGE STRUCTURES TO BE PRECAST OR BRICK WITH LAYER OF MORTAR SEWER PIPE SHALL BE TESTED FOR DEFORMATION OR DEFLECTION. ANY PIPE FOUND TO BE BY THE OWNER AND THE CITY OF ATLANTIC BEACH. BETWEEN EACH LAYER OF BRICK, OR REDDI-MIX CONCRETE WITH #57 STONE. DEFORMED AND/OR DEFLECTED IN EXCESS OF 7.5% OF THE NOMINAL DIAMETER OF THE PIPE 7. 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR WILL SUBMIT A r SHALL BE REMOVED AND REPLACED AT NO ADDITIONAL COST. ALL MANDRELS USED IN TESTING "NOTICE OF INTENT" TO THE EPA IN ACCORDANCE WITH NATIONAL POLLUTANT DISCHARGE `•/ 6. ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929 (N.G.V.D.) UNITED 8. UNSUITABLE MATERIALS UNDER WATER, SEWER PIPE, STORM PIPE OR STRUCTURES SHALL BE SHALL BE AVAILABLE TO BE CHECKED FOR PROPER SIZING BY THE USE OF TRUING RINGS AT ELIMINATION SYSTEM RULES AND REGULATIONS. STATES COASTAL AND GEODETIC SURVEY (U.S.C. & G.S.), AS DETERMINED BY BOATWRIGHT REMOVED AND REPLACED WITH SELECTED BACKFILL, PROPERLY COMPACTED. THE REQUEST OF CITY OF ATLANTIC BEACH REPRESENTATIVE. RESULTS OF THE TEST SHALL BE O LAND SURVEYORS, INC., PHONE# (904) 241-8550, FILE NUMBER 2005-0535. SUBMITTED TO CITY OF ATLANTIC BEACH FOR REVIEW. 8. THE CONTRACTOR SHALL WRAP STORM SEWER GRATES IN FILTER FABRIC TO PREVENT 9. ALL UNDERGROUND UTILITIES MUST BE INSTALLED PRIOR TO PREPARATION OF SUBGRADE FOR SEDIMENTATION OF THE STORM SEWER SYSTEM. CONTRACTOR SHALL MAINTAIN THE FILTER 7. FOR BOUNDARY INFORMATION, SEE SURVEY PREPARED BY BOATWRIGHT LAND SURVEYORS, INC., PAVEMENT. 32, THE CONTRACTOR SHALL AVOID SERVICE INTERRUPTIONS AND MAINTAIN ANY EXISTING WATER FABRIC UNTIL THE ASPHALT/CONCRETE PAVEMENT IS PLACED. co PHONE # (904) 241-8550, FILE # 2005-05358, DATED 4/21/05. AND SEWER SERVICE TO MEET THE SYSTEM DEMANDS AT ALL TIMES. THE CONTRACTOR SHALL N 10. ALL WATER AND SEWER CONSTRUCTION WITHIN THE CITY OF ATLANTIC BEACH SHALL BE ACCOMPLISHED BE RESPONSIBLE FOR NOTIFICATION OF AFFECTED CUSTOMERS OF THE UTILITY A MINIMUM OF 9. THE CONTRACTOR SHALL PROTECT ALL STORMWATER BASINS AND/OR SWALES FROM 0)8. THE CONTRACTOR WILL CONTRACT WITH AN INDEPENDENT TESTING LABORATORY TO PERFORM ACCOMPLISHED BY AND UNDERGROUND UTILITY CONTRACTOR LICENSED UNDER THE PROVISIONS OF 48 HOURS IN ADVANCE OF ANY INTERRUPTION OF SERVICE. SEDIMENTATION DURING CONSTRUCTION USING NECESSARY SEDIMENT CONTROL BARRIERS. z MATERIAL TESTING AND SOIL TESTING IN ACCORDANCE WITH CITY OF ATLANTIC BEACH REQUIREMENTS. CHAPTER 489 FLORIDA STATUTES. 0 THIS SHALL INCLUDE DENSITY TESTS IN ALL PAVEMENT AREAS AND IN ALL UTILITY TRENCHES 33. ALL NEW AND/OR RELOCATED WATER MAIN PIPES AND FITTINGS SHALL NOT CONTAIN MORE 10. IN THE EVENT OF DELAYS IN CONSTRUCTION, THE CONTRACTOR SHALL SEED ALL AREAS LOCATED IN PAVEMENT AREAS CONCRETE TESTING AND ALL OTHER MATERIAL TESTING. PRIOR 11. CONTRACTOR SHALL PROVIDE, TO THE ENGINEER, A SCHEDULE OF INVERT ELEVATIONS OF ALL AND MAINTAIN EROSION CONTROL BARRIERS IN PLACE TO PREVENT EROSION, SILTATION AND N TO LIMEROCK PLACEMENT, THE PROJECT GEOTECHNICAL ENGINEER SHALL MAKE SANITARY MANHOLES PRIOR TO THE PLACEMENT OF THE LIMEROCK BASE COURSE. THIS THAN EIGHT PERCENT LEAD AND ALL PACKING AND JOINT MATERIALS USED IN THE JOINTS AND INCREASE RUNOFF. „ SHALL CONFORM WITH ALL APPLICABLE AWWA STANDARDS. ALL NEW AND/OR RELOCATED coo 0 RECOMMENDATION FOR UNDERDRAIN PLACEMENT. SCHEDULE TO BE PROVIDED BY THE REGISTERED LAND SURVEYOR SUBMITTING THE AS-BUILTWATER SERVICES AND PLUMBING SHALL CONTAIN NO MORE THAN EIGHT PERCENT LEAD AND 11. THE CONTRACTOR MUST MAINTAIN THE STORM DRAINAGE SYSTEM DURING AND AFTER N DRAWINGS FOR THIS PROJECT. ALL SOLDERS AND FLUX SHALL CONTAIN NO MORE THAN 0.2 PERCENT LEAD. CONSTRUCTION TO PREVENT FLOODING OF SURFACE AREAS WHILE MINIMIZING rn 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND SEDIMENTATION DOWNSTREAM. INSURANCE REQUIRED FOR THE PROJECT INCLUDING CITY OF ATLANTIC BEACH RIGHT-OF-WAY 12. ALL SEWER MAINS SHALL BE PVC (ASTM-3034) SDR-35 FOR DEPTHS TO 15 FEET, SDR-26 FOR 34. ALL WATER AND SEWER CONSTRUCTION MATERIALS TO BE CONSTRUCTED IN CITY OF ATLANTIC BEACH a L- PERMITS FOR WORK IN THE CITY OF ATLANTIC BEACH RIGHT-OF-WAY OR EASEMENT. DEPTHS 15' OR DEEPER, OR IN EASEMENTS UNLESS OTHERWISE NOTED. FORCE MAINS TO BE RIGHT-OF-WAY OR CITY OF ATLANTIC BEACH EASEMENT MUST BE IN CONFORMANCE WITH THE 0 o PVC - SDR-18 PIPE UNLESS OTHERWISE NOTED. CITY OF ATLANTIC BEACH APPROVED MATERIALS MANUAL. o Li 10. THE CONTRACTOR SHALL COORDINATE THE WORK WITHIN CITY OF ATLANTIC BEACH OR STATE RIGHT-OF-WAY WITH THE PROPER AGENCIES FOR MAINTENANCE OF TRAFFIC AND METHOD OF 13. SANITARY SEWER SERVICES SHALL BE 6" PVC WITH A MINIMUM SLOPE OF 0.006 FEET PER 35. CONTRACTOR SHALL INSTALL WARNING TAPE ON ALL WATER MAINS AND FORCE MAINS IN U CONSTRUCTION AND REPAIR. FOOT AND SHALL BE TERMINATED AT THE RIGHT-OF-WAY LINE WITH A DEPTH OF 48" UNLESS ACCORDANCE WITH CITY OF ATLANTIC BEACH STANDARDS. _ o 11. ALL PUBLIC DRAINAGE EASEMENTS SHALL BE "UNOBSTRUCTED" EASEMENTS. ALL OTHERWISE DETAILED OR RESTRICTED DUE TO DEPTH OF SEWER MAIN. 36. CONNECTION CONTINGENT UPON CONSTRUCTION, DEDICATION AND FINAL ACCEPTANCE OF THE "UNOBSTRUCTED" EASEMENTS TO BE CLEAR AND DRIVEABLE. 14. WATER LINES SHALL HAVE A MINIMUM OF 36" COVER FROM FINISHED GRADE. OFFSITE WATER TRANSMISSION SYSTEM AND SEWER COLLECTION SYSTEM WITHIN THE LIMITS OF m THIS PROJECT. Z I 12. "AS-BUILT" DRAWINGS - AS-BUILTS TO THE CITY OF ATLANTIC BEACH AND THE ST. JOHNS RIVER Z WATER MANAGEMENT DISTRICT ARE REQUIRED TO BE SIGNED AND SEALED BY A FLORIDA REGISTERED 15. ALL POTABLE PVC PIPE 3 INCHES IN DIAMETER OR LESS SHALL BE LISTED AS N.S.F.P.W. AND 37. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR THE BACKFLOW PREVENTERS) TO CITY W w N SHALL BE SO MARKED. OF ATLANTIC BEACH CONTACT MALCOLM CLEMONS ® 904 247-5839 FOR APPROVAL OF BACKFLOW z LAND SURVEYOR THEREFORE, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTRACT ( ) WITH A LAND SURVEYOR REGISTERED IN THE STATE OF FLORIDA FOR THE PREPARATION, FIELD PREVENTER TYPE AND MODEL. 0 LOCATIONS, CERTIFICATION AND SUBMITTAL OF "AS-BUILT" DRAWINGS IN ACCORDANCE WITH 16. WATER AND SEWER LINES ARE DESIGNATED TO FINISHED GRADES AND SHALL BE PROTECTED U j � CURRENT CITY STANDARDS AND SPECIFICATIONS AND SJRWMD REGULATIONS. IT IS THE UNTIL FINISHED WORK IS COMPLETE. 38. CONTRACTOR SHALL CONTACT SUNSHINE NETWORK (1-800-432-4770) 48 HOURS PRIOR TO CONTRACTOR'S RESPONSIBILITY TO PROCESS THE "AS-BUILT" DRAWINGS FOR APPROVAL BY THE STARTING PROPOSED WORK. Q (D .14 17. HORIZONTAL SEPARATION BETWEEN WATER MAINS, VALVES, FITTINGS AND SANITARY OR STORM ui CITY OF ATLANTIC BEACH. 39 _ALL SEWAGE FORCE MAINS SHALL BE HYDROSTATIC TESTED AND CONSIST OF A COMBINED w 40 :-- SEWER SHALL BE A MINIMUM OF 10 FEET OR IN ACCORDANCE WITH THE F.D.E.P. REGULATIONS. � Y SUBMITTAL OF AS-BUILT SITE SURVEY, INCLUDING BENCHMARKS, IS REQUIRED PRESSURE TEST AND LEAKAGE TEST FOR A MINIMUM DURATION OF TWO HOURS AT 150 PSI o to PRIOR TO SCHEDULING A FINAL INSPECTION OF THE BUILDING BY 18. WHERE PARALLEL WATER AND SEWER (INCLUDING STORM) LINES HAVE LESS THAN 10 FEET INIACCORDANCE WITH AWWA C-600 STANDARDS. THE ENGINEER MUST BE NOTIFIED 48 HOURS PRIOR--TO PERFORMING THE PRESSURE TEST AND MUST BE PRESENT. w THE BUILDING DEPARTMENT OR THE FIRE MARSHALL. HORIZONTAL SEPARATION, FULL-UNCUT LENGTHS OF WATER QUALITY PIPE (I.E. SDR-18 AWWA v I C-900 FOR NEWLY INSTALLED SEWER & SDR--18 AWWA C-900 WATER) WILL BE USED WITH THE 40. WATER AND SEWER AS-BUILT DRAWINGS ARE REQUIRED TO BE SUBMITTED TO CITY OF ATLANTIC BEACH AND JOINTS STAGGERED AT 10 FOOT INTERVALS OR THEY WILL BE PLACED ON AN UNDISTURBED SHELF SHALL INCLUDE 2 PRINTS, 1 MYLAR, ELECTRONIC DISC AND ELECTRONIC DATA FILE SUBMITTAL FORM. N N 13. THE CONTRACTOR SHALL COORDINATE THEIR CONSTRUCTION WITH ALL OTHER CONTRACTORS. OR IN A SEPARATE TRENCH WITH A MINIMUM VERTICAL SEPARATION OF AT LEAST 18 INCHES. ELECTRONIC COPY OF AS-BUILTS SHALL BE AUTOCAD 2000 OR HIGHER. IN THE EVENT OF ANY CONFLICT WHATSOEVER, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IT IS PREFERABLE TO HAVE THE WATER MAINS LOCATED ABOVE THE SEWER AND WITH 10 FEET o AND OWNER PRIOR TO PROCEEDING WITH CONSTRUCTION. OF SEPARATION WHERE POSSIBLE. 41. A CITY OF ATLANTIC BEACH STANDARD PUMP-OUT (MIN. 4" DIA.) SHALL BE REQUIRED ON FORCE MAIN AND °' LOCATED ADJACENT TO R/W ON PRIVATE PROPERTY. PUMP-OUT MUST BE ACCESSIBLE BY 14. ALL CLEARING AND GRUBBING REQUIRED FOR ALL ROADWAY, UTILITIES, DITCHES, AND BERMS 19. WHERE IT IS NOT POSSIBLE FOR WATER AND SEWER (INCLUDING STORM) LINES TO CROSS WITH CITY OF ATLANTIC BEACH FROM ADJACENT STREET R/W. z INCLUDED IN THIS PROJECT AND THE CLEARING AND GRUBBING OF ALL RIGHT-OF-WAY OR A MINIMUM OF 18 INCHES OF VERTICAL CLEARANCE, A FULL UNCUT LENGTH OF WATER QUALITY EASEMENTS SHALL BE CONSIDERED AS PART OF THE PROJECT. PIPE (I.E. SDR-18 AWWA C-900 FOR NEWLY INSTALLED SEWER & SDR-18 AWWA C-900 WATER) WHICH IS USUALLY 20 FEET LONG WILL BE CENTERED ON THE POINT OF CROSSING. THE 15. ALL AREAS SHOWN TO BE FILLED SHALL BE CLEARED AND GRUBBED IN ACCORDANCE WITH CONTRACTOR SHALL FIELD VERIFY THE VERTICAL SEPARATION. THE MINIMUM VERTICAL w CITY OF ATLANTIC BEACH STANDARDS AND SHALL BE FILLED WITH CLEAN STRUCTURAL FILL COMPACTED SEPARATION BETWEEN WATER AND SEWER (INCLUDING STORM) PIPES WHEN 18 INCHES IS NOT Q AND TESTED IN ACCORDANCE WITH THE GEOTECHNICAL INVESTIGATION REPORT. POSSIBLE WILL BE 6 INCHES OUTSIDE DIAMETER TO OUTSIDE DIAMETER. IT IS PREFERABLE TO HAVE THE WATER MAIN ABOVE THE SEWER LINES AND AT LEAST 18 INCHES VERTICAL SEPARATION. 16. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL SURVEY AND PROPERTY MONUMENTS. IF A MONUMENT IS DISTURBED, THE CONTRACTOR SHALL CONTRACT WITH THE SURVEYOR OF 20. A FULL UNCUT LENGTH OF WATER MAIN PIPE (USUALLY 20 FEET) SHALL BE CENTERED AT THE m RECORD FOR REINSTALLATION OF THE MONUMENT. POINT OF CROSSING OF ALL WATER AND SEWER (INCLUDING STORM) LINES AT THE POINT OF CROSSINGS REGARDLESS OF VERTICAL SEPARATIONS. 17. ALL DEBRIS RESULTING FROM ALL ACTIVITIES SHALL BE DISPOSED OF OFF-SITE BY CONTRACTOR. 21. IN THE CASE WHERE SOLVENT CONTAMINATION IS FOUND IN THE TRENCH, WORK WILL BE STOPPED AND THE PROPER AUTHORITIES NOTIFIED. WITH THE APPROVAL OF THE DUVAL COUNTY HEALTH 18. ALL EXCESS SUITABLE AND UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE SITE BY THE DEPARTMENT, DUCTILE IRON PIPE, FITTINGS AND APPROVED SOLVENT RESISTANT GASKET MATERIAL CONTRACTOR UNLESS DIRECTED OTHERWISE BY ENGINEER OR OWNER. SHALL BE USED IN THE CONTAMINATED AREA. THE DUCTILE IRON PIPE WILL EXTEND AT LEAST 100 FEET BEYOND ANY DISCOVERED SOLVENT. 19. ALL EXISTING TREES TO REMAIN SHALL BE PRESERVED AND PROTECTED. 22. IN REGARD TO THE REQUEST FOR A LETTER OF RELEASE TO PLACE THE CONSTRUCTION INTO 20. BURNING OF TREES, BRUSH AND OTHER MATERIAL SHALL BE APPROVED, PERMITTED AND SERVICE, THE BACTERIOLOGICAL SAMPLE POINTS WILL BE INDICATED IN RED OR PINK ON THE COORDINATED WITH CITY OF ATLANTIC BEACH FIRE MARSHALL. RECORD OR AS-BUILT DRAWINGS. THE SAMPLE NUMBERS WILL CORRESPOND TO THOSE ON THE BACTERIOLOGICAL SAMPLE LAB SHEETS. z 21. ROADWAY UNDER DRAINS SHALL BE AS REQUIRED ON THE PLANS OR AS MAY BE DETERMINED V) NECESSARY BY THE GEOTECHNICAL ENGINEER DURING CONSTRUCTION. THE CONTRACTOR SHALL 23. THE RECORD OR AS-BUILT DRAWINGS SUBMITTED AT THE TIME OF REQUEST FOR A LETTER OF NOTIFY THE ENGINEER IF HIGH GROUND WATER CONDITIONS ARE PRESENT DURING THE RELEASE TO PLACE THE CONSTRUCTION INTO SERVICE WILL CLEARLY DEPICT THE VERTICAL w PREPARATION OF THE ROADWAY SUB-BASE. CLEARANCES BETWEEN WATER AND SEWER (INCLUDING STORM) LINES AT ALL CROSSING AND ry PARALLEL RUNS WHERE THE HORIZONTAL SEPARATION IS LESS THAN 10 FEET. IN ADDITION, THE 22. PROVIDE CONTRACTION JOINTS AT 6' O.C. AND EXPANSION JOINTS AT 24' O.C. ON ALL CENTERING OF UNCUT LENGTHS OF PIPE (USUALLY 20 FEET) AT POINTS OF CROSSINGS WILL BE EXTERIOR SIDEWALKS AND CURBING. DOCUMENTED ON THE DRAWINGS AND ALL MITIGATING CONSTRUCTION MEASURES CLEARLY DEPICTED IN CASES WHERE A MINIMUM OF 18 INCHES OF VERTICAL CLEARANCE BETWEEN THE WATER AND 23. MAINTENANCE OF TRAFFIC SHALL CONFORM TO F.D.O.T. STANDARD INDEX 600, LATEST EDITION. SEWER (INCLUDING STORM) LINES IS NOT POSSIBLE. N 24. ALL SIGNING AND PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH F.D.O.T. STANDARD 24. MECHANICAL RESTRAINING DEVICES ARE REQUIRED IN ACCORDANCE WITH UTILITY COMPANY M INDEXES 11860, 17346, AND 17352. STANDARDS WHERE WATER MAINS ARE TERMINATED AND AT ALL BENDS AND TEES. N MECHANICAL RESTRAINTS SHALL BE "MEGALUG" TYPE. 25. ALL EXISTING PAVEMENT MARKINGS THAT CONFLICT WITH THE PROPOSED ROADWAY/SITE DEVELOPMENT SHALL BE REMOVED BY THE CONTRACTOR UTILIZING THE HYDRO-BLASTING METHOD. 25. UNLESS OTHERWISE NOTED, ALL OFF-SITE WATER MAIN TO BE PVC AWWA DR18, C-900 AND ALL ON-SITE WATER MAIN 4" AND GREATER SHALL BE DR18, AWWA C-900. ALL ON-SITE WATER MAIN Z ry 26. ALL PAVEMENT STRIPING SHALL BE THERMOPLASTIC (LEAD-FREE) IN ACCORDANCE 2" OR SMALLER SHALL BE SCHEDULE 40 AND N.F.S.P.W. RATED. WITH CITY OF ATLANTIC BEACH STANDARDS. CD 27. CITY OF ATLANTIC BEACH REVIEW INSPECTOR SHALL BE CONTACTED 24 HOURS PRIOR TO NECESSARY SITE WORK INSPECTIONS AND 5 DAYS PRIOR TO FINAL INSPECTION. j o o ALL NEC C)CD W � Z � O W W o - m m SHEET CD Vl I yj � 6 v GARY A.ABBEY,P.E. REG.NO.-56819 CLU # a h 1 ......... ..... 4 5 � z ,y 0 Q :: ..� '£.✓'�� <"R i I f 'y�� r ' FIELD o N89'00'34°E 114.43 L = W , r t . : N 88°5 0 Ery {�hj( X X X —X X X X X X X X X W X X if f l W £ — .....:.�_..i._...___.,r-_g,:. ff { � ppg§v'tE'_7sEl� m a € cnz f ff Q W 6'q I R / ?t w I ( X w W m L 4 _ IaA r 6 f t rT, O z 1-STORY,3 0t f �'- O i BEDROOM .'� - �� s f f ; 17ry hi Iv I I I SINGLE FAMILY R t J CD Q fVF-LI HOME g f f f o p I f if ff J ff f2 LLJCD x �. ; rOf i f a r/If f` w O # 6' ffr ff f'` o <a X 0 6 O _...3 f �` ; � f f �\ Attr t � r ,._ J,'i I DUMPSTER (8'X16') i f r X f: 3 x < j CONSTRUCTION POD (8'X16') f'` O ° r , f co f It ` o ff ff f` Z PORT-0-LET p ��'fff ff O ,1 tr,s1w t f f N j /r`j N O f 1 2 04 ✓ fff' ff i X ;`r r �QQ f f l Q l.i. s a fill f f ft ff f O 62 J :. ` ��QQ- W W f )6 �`V f 'c';/.�✓ U XX X X X X X X X X X w 7 r h 86.91y <<t f W Q £ 60` CONSTRUCTION PARKING WILL BE 3i� ,x o o f ; W m co S 88°56'00" W 86.91 ' ALONG ADJACENT STREETS AND f'`ff O� Q+3t f M RIGHTCONT-OF-WAY WAY TO EXISTINR SHALL G 3 ;; r:' `fff Z I OWNCONDITIONS f f i �, W N 9mm Raw ;'r 1` f l >;t ..... ........... ........ ... .. _.... _..... ..... _ __ .._.... ....... _. ....._ .... _.. x LLT 0 _.._ " U 4.4, t WEST 6TH STREET u 50' RIGHT OF WAY (PAVED) - r rf bi W L, "SJ }.. , , f ,ff Y x ( W mm y i ..� mm :, ..... E .,,`"'t.»Zs"✓: a `. .,4. b:. `.? �h`\ ># ;"��_ _ ? '�' rhe 7n4, 04 < c V f CN aNs ows„"."vvY 3a” ^�\ ,.._---.... ....... ._ .... .......... .. ... _............ .......... ........_... ......_..... ._........�_ �_ '�_ � � �..:.: �....: ....:.:, � .... ..._ .... _ .._.._ .-.__._ \ `� __._.... �_....�. _,. ........ ... ..... ......... ............. .. ... .... ............. ............. .. .. ..,...._..-. ..._,_..... ____.__ �`�'__ _._.�' ../# ..... _. . \ w.:�a� ,v„ �: .,..; .. \:::`3 z �.... •Y £ ,.:f i ?v :k# v ' Q ;'i5 ii3 C'c- ...,....�.< zti.,,..... ,,...^...,.,< gi n: 3 ; ,;.� '. : _ / dg L.LI y 0 m CONTACT PUBLIC WORKS (2475834) FOR EROSION AND SEDIMENT z CONTROL INSPECTION PRIOR TO START OF ANY GROUND CLEARING O OR CONSTRUCTION ACTIVITIES. > w co 0 rq m m N O O C F Z cq N N .—I a o U rn O N O CD >1 W E o z o w x a wp d x a U ti Q Q U o 44 m m SHEET CD 10 0 5 10 T Q SCALE IN FEETt'�l� 7 0) GARY A.ABBEY,P.E. 0 REG.NO. 56819 n. u