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8th Street 185 25-9 112" 12'-10 3/4" 12'- 10 31AL— Of-1 0 51-611 10.-0 1 -(31 Notes Goner remove cxi5tin� on ex�enor waII5 effected by EXISTING71 VERIFY ALL DIMEN51ONS AND ELECTRIC METEK-- 5copc of work MA5TER CMU WALL EX15TING CONDITIONS, RELOCATE 15EDROOM ALL DIMEN51ON5 ARE MEASURED TO fACE Of BLOCK, FACE Of FRAMING MEMBERS - UNLE55 DEDROOM OTHERWISE NOTED. Rf MOVE EX15TING WOOD 0 EMOVE WINDOW5 * 0 Nr -_---P It FENCE AND OUTSIDE- 5MOWIffK-,,, 0 CMU WALL 13ELOW 0 ALL NEW EXTERIOR DOORS AND WINDOWS TO BE REMOVED WINDOW5 TO MEET I 10 MPH WIND LOAD REQUIREMENT5. 2 PROVIDE AND FOLLOW EX15TING 5TORAGE 5HED--- EXISTING WALL5 TO BE MANUfACTUREK5 INSTALLATION ON WOOD DECK RE MOVED INSTRUCTION5. remove_ ALL NEW EXTERIOR AND INTERIOR REMOVE EX15TING MATERIAL5 AND f IN15H, E5 TO WINDOW M To. rcmaap, exi5tinc3 I TING UNLE55 _J_ 474�7 IN I REMOVE /__W00J 51dincj on OTHERWISE NOTED. 51OWEK,�,/co EXISTING the5c two WaII5 TU RE EXISTING ALL NEW FLUME31NG FIX -5, 0 DOORS It TILE, LIGHTING fIXTURE5.,. MA5TFR 13ATH C\J inwaa-re m5tinc3 APPROVED.BY OWNERS DA5ED outdoo� ower NEW f KENCH ON CONTRACTOR PROVIDED 0 . .01 ; WALK IN DOOR LOCATION EX15TING 9 1 ALLOWANCES. EX15TING 5EE f LOOP, PLAN CL05ET -411 PANTRY LAUNDRY HVAC SYSTEM REQUIREMENT5 TO 20G8 BE DETERMINE[) 13Y OTHERS. ROOM A/C L ALL FRAMING'CONNECTOR5 BY 5OUTHEA5TERN METAL5 (5EMCOL 30G8 pocket EXISTING CA13INET EQUAL PRODUCTS MAY BE SUBSTITUTED P KEMOVE DOOR EX15TING EX15TING. KITCHEN .2� EXISTING ' DINNING 0 LIVING ROOM ROOM EX15TING GA5 FIREPLACE LOT I LOT 2 EX15TING (3) 3050 J % CAE31NET 321-811 N.55' 32' 15"f- 83�68' Ln rn (2) 4052 1 O' UTIL12 EA5EMENT ONE 5TORY CONC, DLK. 5.0' -. GAKAGE -cbNCP�T�Dwivl] DEMOLITION FLAN I__41' CLI .4. 19T,NG 1-011 FENCE SCALE 114, 1 > a) WOOD LLJ 6 REMOVE ALL f IXTURE5 0 AND TILE IN EX15TING CD EX15TING 2G.CY 8.5' WOOD MASTER BATH :7 FEN ce - .11., 71 LOT 9 < r� DIATIO >1 LLJ N T( 0 7- -D, - Revision/Issue Da CONC, bLr_RE51DENCff 0 11,2 DRILL t EPDXY #4 x 1' 2 - #5 x 2'-G" REBAK #185 REBAR INTO [X15TING Wool) DECK Firm Name and Address 5LA5, 24" ox. DRILL G" * EPDXY INTO 2 '-- #5 x 2'-G" RMAR EX15TING Iri EX15TING FOOTING DRILL G" EPDXY INTO PATIO EX15TING FOOTING 33.11 JOHN ROWAN y EX15TING 8.5' n DRILL EPDXY #4 x P-0-- 12.5 #4 REBAK REDAR INTO EX15TING G37 NORTH 15T AVE. 5LAD, 24" ox. FOUNDATION CONTINUOU5 JACK50NVILLE BEACH , I'L Ir? (904) 247-5 19 1 0 (C) GxGx 10 WWIV ON .006 VAPOR DARRIER, 501L TO �% 8`x8" THICKENED EDGE DETAIL BE TREATED WITH CHEMICAL TERMITE BARRIER MONOLITHIC FOOTING 4" CONCRETE 5LAI5 ON COMPACTED FILL. wl -1 1211 R11--4,1711� 5CALir 1/2,- I N, 13Y EXISTING E30ND HOLDER, SEE 5EC71ON X N,650 32' 1 5"t 53,58, 7 5AWCUT Project Name and Address EIGHT STREET ERNIE MASTROIANNI EX15TING 5TORAGE RECEIVR-� 165 bth 5TREET 6"d x I G`w THICKENED LJ 5HED ON WOOD DECK INTEKIOR MONOLITHIC ATLANTIC 13EACH , fL. CONCRETE FOOTING wl 2 #5 OCT 2 5 2000 Z 51TE PLAN 2 - #5 x 2'-G" REBAR City of Atlantic Seach DRILL G" EPDXY INTO f3uliding and Zoning 5CALE 1 20' T EXISTING EX15TING FOOTING 'A.PiP,R 0 V E D IFOUNDATION CITY OF ATLANTIC BEACH LOT 10 CLUD MANOK A5 CONTRACTOR TO PROVIDE BUILDING (1117WICE RECORDED IN PLAT E300K 25, Project Sheet At:rEPNATF 1311) TO INCLUDE PAGE G2 Of THE PU13LIC, REPLACEMENT —8" )x 5" THICKENED RECORDS Of DLIVAL COUNTY, x 5" THICKENED NOV 0 12000 ENLARGEMENT Of WOOD EDGE wl 1 #4 FLORIDA Dote - ED(GE wl 1 #4 CONTINUOU5 DECKING PER OWNER5 1 /31 /00 CO)INTINUOUS DIRECTION EATE PLAN BA5ED ON Scale INFORMATION FKOVIDED 15Y ALL AMERICAN 5URVEYOK5, INC. IN A A5 5HOWN Of 4 5HEET5 fOUNDATION FLAN Z .1 BOUNDARY 5URVEY MAP DATED AND 5IGNED MAY 25, 1 e84, SCALE 114 -al NOTE: 5EE 5-IFRUCTURAL SHEET 5- 1 I`OR ADDITIONAL 5ECTION5 AND INfORMATION 11 F1'- 1 -4 MATCH EX15TING FASTEN 2"x 4" 5YF #2 BOTTOM PLATE TO fIBERGLA55 SHINGLES EX15TING ROOF FRAMING wl 2 ROWS I GJ COMMON NAIL5 @ 12 o.C. � I pc #12 x 3 3/4" 2" x 10" FACIA BOARD wJ I x 2" 2pC5EmCO ROOF GRIP SCREWS wJ 1 0 WA5hER @ I G" ALL NEW EXTERIOR MATERIALS KTPGA524 (TYP. CUT REMOVE VERIFY DRIP BOARD (MATCH EX157ING)' o.c. (TYP. EACH SIDE) EXISTING EAVE 12 2 AND FIN15HE5 TO MATCH EX15TING EACH SIDE) UNLE55 OTHERWISE NOTED, I PC 5EMCO General Notes TOP PLATE ---—----------- EACH 51'E)E) KTPGA824 0YP. T t I VERIfY ALL DIMEN51ON5 AND I EX15TING CONDITIONS, ____�2"x4" P.T. 000or VERIFY 5YP. #2 ALL DIMEN51ONS ARE MEASURED EX15TING TRIM (TYP.) TO fACE Of BLOCK, IFACE Of LAP 51DI COVERED 8" LAP 51DINIG I`RAMING MEMBER5 UNLE55 5HED MATCH EXISTING OTI-ItRW, 15E NOTED. fIN15HED ALL NEW EXTERIiC)KiDOOR5 AND FLOO WINDOWS TO MEET I 10 MPH WIND LOAD RfIQUIUMENT5. 25-8 112" 1 8'-G 1/2", 2 PROVIDE AND FOLLOW MANUfACTURER5 INSTALLATION EX15iINC? _RI!511)�NGE ADDITION ADDITION EXISTING RE15ID-NICE TP INS UCTION5. 13ALLOON FRAME Iv/ 2" x 4" 5Pr- #2 5TUD5 @ I G' ox. 13ALLOON FRAME wl 2" x 4" 5PF #2 STUD.5 @ I G" ALL NEW EXTEPUOR AND INTERIOR M ATERIAL5 AND FIN15HE5 TO MATCH EX15TING UNLE55 EA5T ELEVATION' WE5T ELEVATION OTHIERWISlIff NOTED'. ALL NEW PLUMBING f IXTURE5, 3 TAB FIBERGLASS 5CALE 1/411 1 1-011 3 TAB FIBERGLA55 5CALE 114" ) '-Oil TILE, LIGHTING f0ffURE-9, 5HINGLE5 MATCH 5HINGLE5 MATCH CADINETRY AND fLOOk EX15TING EX15TING COVERING5 TO, BE 5ELECTE0 AND APPROVED BY OWNER5 BA5ED NEW ROOF TO 11PLANE-IN'ra, I pc 5EMCO ON CONTRACTOR PROVIDE[) NEW ROOF TO p RTFGA824 CFYP, SHEAR WALL 5 EX15TING 'OOF HEATH ING, .NAILING AND ANCHO1RING 5PECIfICATION5 ALLOWANCE5. "PLANE-INTO" f:X15TI TOP NG ROOF HVAC 5Y5TEM REQUIREMENT5 TO PLATE. INDICATES 'l 12" CDX PLYWOOD 5HEAR WALL AS PEP, 5TP\UCTLJPAL 5HEET 5- 1 BE DETERMINED 13Y OTHIER5. NO. Of FULL '11T'. 2" x4` 5Pf #2 STUDS EACH SIDE OF OPENIING ALL f RAM I N G CO N N ECTO R5 BY 50LITHEASTERN METALS (5EMCO), - ------ 811, LAP SIDING EXISTING 10" ANCHOR, BOLT AND) 14- 1 GCI COMMON WIRE NAILS. b INDICATES I 5GF-2 WrrH 1/2" DIA. , EQUAL PRODUCT5 MAY BE '2411 OVERHANG MATCH EXISTING HOU51f 5U135TITUTED GADLf END (VEfP?J [3EYOND 0 15HED FIN FLOOR ADDITION 131-01IL— I J 1-411 15'-90 21'2-4 IJ2" Nof`_'_�] ELEVATION 5CALE 11/4" 1 ,_u 3040 3040 NEW WALLS— - 0 BALLOON FRAME GA13LE MA5TE R BEDROOM END WALL wJ 2" x 4" SPF #2 STUDS @ I G" ox. LLI E3EDROOM 0 0 CQ N FASTEN ALL 112" CDX PLYWO OD a/- EX15TING NEW 0 ROOF SHEATHING wl 5d 0 0 -1 co It COMMON WIRE NAILS @ 0 5TOKAGIf 5HED fAN/I I LY 0 ;r N o.c. EIDGES AND G" o.c. FIELD. ON WOOD DECK DECREA5E SPACING TO 4" o.c. 5-5d NAILS ROOM WITHIN W-0" Of GABLE END 0 12 Revision/Issue I Je 2 VERIFY HCPLR >< 2GG5 PC 5EMCQ 5GP-3 WALK IN Firm Name and Address 2"x 12" 5YP #2 13 FIDERG A )A TOP AT KING POST RAFTERS @ I G" ox 13ATT- 1��ULATfON PLATE +5�01 L05ET I ! I - 1011 - -- — — — — — — — - JOHN ROWAN 2 - 2`x4" 5YP TOP PLATE vv/ G37 NORTH 15TAVE. 2-HCPLR @ M9TCH EX15TING EAVE 3 5TUD5 AT KIN(G y DEVAIL (2'-0") EACH RAIFTEK PANTRY F05T BEARING JACK5ONVIUE DEACH , ft (4)-6d NAILS @ > Dx L 20G8' EACH SIDE OF > Ec (904) 247-5 19 1 1 TPP4 @ TOP Of NEW 2'x2-- 24G5 5TUD 15KYLIGHT 50G8 T_ TP 4 EACH CONTIINUOU5 112" COX PLYWOOD 5TUD ( I G" o.c.) f Plf NCH > INSTALLED HORIZONTALLY WITH 55OLID 13LOCKING AT FA\5TF--N 2" x 4" P.T. 5YF :�x EDGE5 - NAIL 3" AT EDGE5 AND G IN FIELD wl 8d #2 f I R5T 5TUD TO Project Nome and Addremi I TPF-4 @ 130-FFOM Of COMMION WIRE NAILS 0 EX<15TING 5" CMU WALL wl fVEP,Y OTHER,CONTINUOUS -1 1/14" 0 x 3 114" HWH EX15TING`� > R.-I I Ff I BERGLA55 f/ TING CABINET ERNIE MA5TROIANNI STUD (32" o.c,) EX15 TA\FCON5 @ 24" (N51JUATION 51TAGGERED 2"'x 4" SPf #2 LIVING 185 8th 5TREff 51-UD WALL (I G` O.C) 81, UAP SIDING rQ ['(,,rIEN ROOM ATLANTIC 5EACH ,fL. , 4" CONCRETE SLAB ON COMPACTED FILL wl MATFICH EXISITING EX15TING GxGx 10 WWM ON OQG VAFOR BARRIER, SOIL 112"x I 10" LONG ANCHOR DINNING TO BETREATEo WITH CHEMICAL TERMITE 2" x 4" 5YP #2 FT 13OLT WITH 2" x 2" x 1/8" BARRIER BY EXISTING E30ND HOLDER BOTTOM PLATE PLATE WASHER @ 24" o.c. I" . I Room . FINISHED INC EX15T , GAS fLOOR rh 0.0' FIREPLACE Project Sheet A_ GRADE 1> . % 70 NEW MONOLITHIC CONG. Date FOOTING W/ (2) #5 BARS CONTIN. 0 1 /31 /00 (3) 3050 EY15TING P-4 CAE31NET scale TYPICAL WALL 5ECTION .140 SHELF A5 5HOWN . Off 4 5HEET-9 SCALE IJ2 11 1 1-011 (2) 4052 f LOOK PLAN 5CALE )1411 1 ,�011 2N 12" 5yp #2 ledger plate, fa5tened I pc 5EMCO HCPLR to CX15tin,3 raftei-5 wl 2 rows, I Gd I pc 5EMCO fAP 18 wl I 0/d naiI5 clip from rafter to common na115 * I pc # 12 X 3 3/4" at each rafter to ndcje beam (tyr?.) roof cjrip qcrew5 w/ I " dia. wa5her @ I Gil 0.c. max. (tyr.) 2 x 12" 5yp #2 ndcje, board in5tall plant 5helf framin,� after roof framinq and deckincj 15 General Notes complete 2NG" 5yr #2, c ar tie'@ each rafter slet wl.8- 1 2d cc mon naiI5 each en,-,i new 2N 10" 5yp #2 5offit over 5hower VERIFY ALL DI,Ml!N5ION5 AND e 5tinq 2N 10" 5yp PKI- 19 rafter I Gil o,c. wl waterproof EX15TING CONDITIONS. rece,55ed li,�ht after W ALL DIMEN51ON5 ARE MEA5URED pon all framinq a.5 per \,�51;ru 'ural detail 5/ 5- 1 (51XV cjla55 TO FACE.Of BLOCK, FACE Of nt; 5helf plan, "helf , block (clear) P, I i�) UNLE55 fRAMING MEMBEK5 , -P-3o OTHEKW15E NOTED. #2 ALL NEW EXTEP\IOP\ DOORS AND linci joi5 WINDOW5 TO MEET I 10 MPH �- ----4"x4" tile on WIND LOAD REQUIREMENTS, PROVIDE AND FOLLOW *ood trim—4�-, interior WA X-4,, wood trim eiling (dia,�onal) bearin�j wall 10000 MANUI`ACTURER5 INSTALLATION ted white 1001011 painted white WOOd5helf 112' Ic I I IN5TRUCTION5. med. cab. CL05ET cro UF2120 ow 5hower irr6r mirror ALL NEW EXTEKIOR,AND INTERIOR L1 od culture, le, counter ovojo�wo 7d 5helf.w/ 2- 1/2 MATERIAL5 AND FIN15HE5 TO At,owd Ow h,t,r' Irr6r W/ 11 rate crown 5upport below MATCH EX15TING UNLE55 7-7 4' a c k-5�,I a 5 EX15TI NG OTHERWISE NOTED. cultured marble counter 00 BEE- Kff—,51 D f—N C E wl integrated vanity ALL NEW FLUM13ING fIXTURE5, 4" back-51a5h TILE, LIGHTING FIXTURES, o IF- *4 GxG ccram' ir- tile 0 0 (NOT DETAIL 0 CAE31NETRY AND FLOOR knee COVERINGS, TO 13E SELECTED AND 5pace, APPROVED BY OWNER5 BASED ON CONTRACTOR PROVIDED ALLOWANCE5. low HVAC 5Y5TF—M REQUIREMENTS TO BE. DETERMINED BY OTHER5. ALL fRAMING CONNECTORS BY 50UTHEA5TERN MffAL5 (5EMCO), K -A A f-"' -r-' EQUAL PRODUCTS, MAY BE ( M". ,) I MA5TER DATH ELEVATION 5U[35TITUTED 5)r� Poll— rA 5CALE 11211 1 1-011 5CALE 11211 1-011 CONVENTIONALLY FRAMED 2"x 10" 5YP CONVENTIONALLY f RAMED 2N 12" 5YF #2 RAFT ER5 I Gil o.c. (24" @ EAVE5) #2 RAFTERS I rS` o.c. (24" @ EAVES) EDGE Of EX15TING ROOF 21—Qll — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 2 - 2"x4" 5YP #2 TOP PLATE wl 2 - 1-iCPLR @ EACH RAFTER 2" x 10" SYP #2 RAFTER5 Q) @ 12" o,c, MAY DE SUBSTITUTE[) IN THIS AKEA END W 5Pf 5@ 1 G" o. �---DALLOON FRAME GABLE C END WALL w/ 2` x .4" 5PF #2 5TUD5 @ I Gil o.c. FASTEN ALL 112" CDX PLYWOOD ROOF SHEATHING w/ bol COMMON WIRE NAILS @ Gil o.c. EDGE5 AND Gil o.c. FIELD. DECREASE SPACING TO 4" o.c. WITHIN 4'-0" Of GA13LE END. F- - - - - - - - 2 'f--5yp 2 od-lar tle5 @ e h raf e, 55e 5- 1 2d all new ceilincp are 2"x 10" 5yp #2 n.all, Oil 5 mmon naiI5 e h on vaulted except new pt barred rafter pt ba ra ter ma5tcr clo5rt (matr-h exi5tinci (m ex cave detail) e, d o t a 1-1) k4,N 0. Revision/Issue Dot Firm Name and Address EXISTING RIDGE (P #2 Rl DGE BEAM 3 STUD KJNG --�� JOHN ROWAN I in 1`05T AT RIDGE ,-3 STUD r\ING G37 NORTH I STAVE. BEAM BEARING FO-c�T5 AT RIDGE BEAM BEARING JACK50NVILLE BEACH , I'L (904) 247-5191 C\l d Address ERNIE MA5TROIANNI 165 6th 5TREET ATLANTIC BEACH , ff L. 2"x 12" 5YP #2 LtDGER PLATE fA5TENED TO EXOTING RAfTER5 wl 2 ROW5 I Gd COMMON NAILS * I pc #12 x 3 3/4" ROOF GRI P 5C RE W5 w/ I " D[A. WAS H ER5 @ I Gil o.c. MAX. (TYP.) (n roject Sheet L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Date 1 /31 /00 Scale ASSHOWN Of SHEETS, L — — — — — — — — K00f f RAM ING PLAN 5CALr 1/411 1 f-011 General Notes VERIFY ALL DIMEN51ON5 AND �X15TING CONDITION5. ALL DIMEN51ON5 ARE MEA5URED TO FACE Of BLOCK, fACE Of FRAMING MEMBEK5 - UNLE55 OTHEKW15E NOTED. ALL NEW EXTERIOR DOORS AND WINDOWS TO MEET I 10 MPH WIND LOAD KEQUIREMENT5. FROVIDE AND FOLLOW N TALLATION IN5TRUCTION5. ALL NEW EXTERIOR AND INTERIOR MATERIAL5 AND fIN15Hf-5 To MATCH EX15TING UNLE55 exhauFt fan OTHERW15E NOTED. ALL NEW FLUM13ING fIXTURE5, TILE, LIGHTING fIXTURES, 17 WP 3040 3040 CA51NETRY AND FLOOR COVERINGS TO BE 5ELECTED AND APPROVE[) BY OWNERS BASED ON CONTRACTOR PROVIDED ALLOWANCES. MA EK tF) y NEW HVAC SYSTEM REQUIREMENTS TO BATH. MA5TER I'AMILY 13E DETERMINED BY OTHERS. o� BEDROOM ROOM ALL fRAMING CONNECTOR5 BY ELECTRICAL NOTE5 SOUTHEA5TERN METAI-5 (5EIVICO), EQUAL PRODUCTS MAY BE PULL 3 WIRE5 TO CEILING PAN 5U[35TITUTED LOCATION5 AND PROVIDE 5UFFORT AT CEILING FOP, FAN. COORDINATE WITH 5ECURITY 5UDCONTRACTOR FOR OWNER PROVIDED SECURITY 5Y5TEM AT NEW OPENING5 CRE ATED BY fil rC5GCnt 5COFE OF WORK1. CL05ET ELECTRICAL LAYOUT PROVIDED fOR PLANNING PURP05E5 ONLY. CONTRACTOR TO VERIFY SELECTION AND PLACEMENT Of ALL ELECTRICAL EQUIPMENT, - - - - - - - - - - PANTRY PROVDE GF1 CIRCUIT5 AT ALL OUTLETS AT WET OR DAMP LAUNDRY flore5cent AREAS, 30G6 ELECTRICAL fIXT'URE LEGEND EX15TING EXISTING LIVING WALL MOUNTED LIGHT KITCHEN ROOM EX15TING CEILING LIGI-IT DINNING CR) RECE55ED LIGHT ROOM ':�Iq7 f LOOD LIGHT 8- DUPLEX RECEPTACLE No Revision/Issue Date SWITCHED DUPLEX RECEPTACLE t Gl`I GROUND FAULT INTERRUPT CIRCUIT Firm Nome and Address 5 TOGGLE SWITCH 53 .3 WAY TOGGLE 5WITCH JOHN ROWAN CABLE TELEV1510N OUTLET G37 NORTH 15T AVE. TELEPHONE JACK ELECTRICAL PLAN J JACK50NVILLE BEACH , f L WF WATER FROOF rIXTURF SCALE 1/411 1 1-011 (904) 247-5 19 1 NOTE: ELECTRICAL PLAN ONLY 5HOW5 NEW WORK- REMOVE * REROUTE ALL ELECTRICAL WIRING Project Nome and Address IN EX15TI'NG WALL5 TO 5E REMOVED SEE ERNIE MA5TROIANNI DEMOLITION PLAN :5HEET I 185 8th STREET ATLANTIC 13EACH , fL. Sheet Date 1 /31 /00 Scale AS, 5HOWN OF: SHEETS rREVISIONS BY UPLIFT CONNECTOR SCHEDULE STRUCTURAL NOTES: DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE 1997 STANDARD MEMBER SUPPORT SEMCO CONNECTOR BUILDING CODE. V2" CDX, PLYWOOD RAFTERS, SEE ROOF HURRICANE CLIP, SEE ROOF SHEATHING FASTENED WITH FRAMING PLAN UPLIFT CONNECTOR 1. LIVE LOADS 12 8d COMMON WIRE NAILS 0� 6" OC SCHEDULE COMMON RAFTER: DBL TOP PLATE 1)HDP2X OR (2)HCPLR UNIFORM LIVE LOADS EDGE I AND 6" OC FIELD. DECREASE RIDGE BEAM MI'Al"ll 8 FLOOR 40 PSF SEE PLAN TO 4" OC WITHIN 4'-0" OF CABLE END HEADER BEAM 0 HDP2X OR (2)HCPLR ROOF 20 PSF INTERIOR BEARING (1ZPGA824T 2xlO SYP No. 2 RAFTERS 2. WIND LOAD BASIC 110 MPH AS PER PLAN RIDGE BEAM: KING POST (4)RTPGA824 MEAN ROOF HEIGHT 15.0 FT HURRICANE CLIPS PER UPLIFT a 0 0 ROOF PITCH 2/12 (10 DEGREES) CONNECTOR SCHEDULE. 0 0 0 0 KING POST: FOUNDATION (1 )SGP3 OR (1)ABP44 WINDOW/DOOR DESIGN PRESSURE 0.0 PSF x 2x4 OUTLOOKER DBL TOP PLATE (1)HCPLR 3. ALLOWABLE UNIT STRESSES: A) CONCRETE – DESIGN AS PER ACI 318 LATEST EDITION SLAB ON GRADE f'c = 3000 PSI 2x6 COLLAR TIES w/ WINDOW/DOOR JACK STUDS (EACH I)RTPGA824 TO 3' WIDE M 8-12d NAILS EACH END, HEADERS SIDE OF OPN'G) 2)RTPGA824 OVER 3' WIDE MONOLITHIC FOUNDATION Vc = 3000 PSI TOP PLATE EL @ 24" OC SEE ARCH PLANS EXISTING INTERIOR BEARING WALLS B) REINFORCING STEEL – ASTM A615 GRADE 60 NOTE: COLLAR TIE TO BE LOCATED DBL TOP PLATE WALL STUDS �1�HCPLR 0 16" oc NO HIGHER THAN 2/3 THE TOTAL WALL STUDS SILL PLATE 1 HCPLR 0 16" oc C) WELDED WIRE FABRIC – ASTM A185 CLIP FROM DOUBLE TOP HEIGHT OF THE RAFTER SILL PLATE FOUNDATION DRILL 6" AND EPDXY (n D) SOIL BEARING (DESIGN MAX.) 2500 PSF PLATE TO STUD, SEE '/,"0 x 10" THREADED STUD RAFTER _w UPLIFT CONNECTOR (2)2x4 SYP #2 TOP PLATE w/ 2x2x'/8 " PLATE WASHER E) ALL DIMENSION LUMBER HEADERS AND BEAMS SHALL BE SYP NO. 2 Lj Z SCHEDULE BEARING 0 32" OC WHERE ANCHOR _-F 0 OR BETTER, WITH AN ALLOWABLE BENDING STRESS IN ACCORDANCE P Z 2x4 SPF #2 STUDS @ 16" OC COLLAR TIES, TYPICAL BOLTS DO NOT EXIST WITH NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION < w _j EXTERIOR BEARING WAL-S BY AMERICAN FOREST & PAPER ASSOCIATION. ALL STUDS SHALL < DBL TOP PLATE WALL STUDS TPP4 @ 16" oc BE SPF NO. 2 (UNLESS NOTED OTHERWISE). '/2" CDX PLYWOOD WALL STUDS SILL PLATE TPP4 0 32" oc WALL SHEATHING FASTENED w/ DETAIL SILL PLATE FOUNDATION 1/2"0 x 10" ANCHOR BOLTS 4. UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM CONCRETE COVER r2 I f� 8d COMMON WIRE @ S' OC EDGE w/ 2x2x /,," PLATE WASHER FOR REINFORCING SHALL BE AS FOLLOWS: Ld Cn AND 12" OC FIELD. SEE SCALE: NTS 0 24" OC FOOTINGS 3" SHEARWALL SPECIFICATIONS SLAB ON GRADE CENTERED CL Z FOR ADDITIONAL REQUIREMEINTS 0 F: i METAL CLIP PER 5. ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE I-_ D UPLIFT CONNECTOR UPLIFT CONNECTOR AT V) (n SCHEDULE TOP AND BOTTOM OF NOTES: TYPICAL BENDING DIAGRAMS AND PLACING DETAILS OF ACI STANDARDS z 0 EACH STUD, SEE SCHEDULE 1) CONNECTORS ARE SOUTHEASTERN METALS (SEMCO) OR EQUIVALENT. AND SPECIFICATIONS. ALL REINFORCING STEEL SHALL BE HELD 1 1 2) SEE DETAILS THIS SHEET FOR TYPICAL APPLICATIONS. SECURELY IN POSITION WITH STANDARD ACCESSORIES DURING PLACING 4" CONCRETE SLAB ON GRADE w/ 2x4 P.T. PLATE w/ V2"0 x 10" 2) USE THE FOLLOWING FASTENERS FOR EACH CONNECTOR: RETE. 6x6 WI.4 x W1.4 WWF OVER 6 MIL ANCHOR BOLT AND 2x2x,/,511 HDP2X 10-10d VAPOR BARRIER ON COMPACTED FILL. PLATE WASHER 0 24" OC Q_ RTPGA824T 20-10d 6. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE AS NUMBER OF FULL FAP18 10-10d FOLLOWS: HEICHT STUDS HCPLR 8-8d MASONRY 48 BAR DIAMETERS EAC A SIDE OF TPP4 8-8d CONCRETE 40 BAR DIAMETERS OPEIING, SEE SGP-3 5/8" 0 BOLT AND 24-16d 7. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR �=X_ X—X—X—X—x--------- 12"x2O" DEEP MONOLITHIC HEADER, SEE PLAN OR SCHEDULE ABP44 1/2" 0 BOLT AND 12-16d UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. I CONCRETE FOOTING w/ PLANS 2–#5 CONTINUOUS. PROVIDE 8. PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING OR OTHER 3" CONCRETE COVER HEADER STRAPS, MEANS TO SUPPORT STRUCTURAL ELEMENTS IN PLACE DURING /!c 10 OVER REINFORCING SEE UPLIFT SCHEDULE NEW EXISTING CONSTRUCTION. ROUGH OPENING 9. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. 3" COVER SEE ARCH NEW 4" CONCRETE SLAB EXISTING 4" CONCRETE SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING __l'-0" ON–GRADE W/ 6x6 SLAB ON–GRADE DRAWINGS FOR EMBEDS, OPENINGS, SLEEVES, ETC. WHICH ARE NOT z CLIPS OR CRIPPLE Wl.4 x Wl.4 WWF SHOWN ON STRUCTURAL DRAWINGS. 0 HOLDDOWN AT STUDS FOUNDATION, 10. THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE SEE SCHEDULE X—X—X— x_x_x RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE c7,M=w CONTRACTOR, OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR < K'*_,� - WALL SECTION , TYPICAL 0 THE FAILURE OF ANY OF THEM TO CONSTRUCT THE WORK IN 0� 8x8 THICKENED EDGE ACCORDANCE WITH THE CONTRACT DOCUMENTS. 0 �_l SCALE: 3/4" l'–0" W/ 1#4 CONTINUOUS AND < b i I V/z 1 111111 11 EXISTING 8" CMU STEMWALL #4 x 12" DOWELS, DRILLED 5" AND EPDXIED INTO FILLED SOLID W/ CONCRETE SHEARWALL SPECIFICATIONS -e-o" < EXISTING 0 24" Oc. sw-1 INSTALL 1/2" CDX PLYWOOD SHEARWALL SHEATHING OVER 2x4 Z m U FRAMING AND STRAPPING SPF #2 STUDS @ 16" OC, FASTEN SHEATHING w/ 8d COMMON < z AT TYPICAL WALL OPENING SECTION WIRE NAILS @ S' o.c. EDGE AND 6" ci.c. FIELD. INSTALL SPF #2 :t BLOCKING AT ALL HORIZONTAL JOINTS. INSTALL ONE PIECE 0 _j 3 SEMCO SGP-3 AT EACH END OF SHEARWALL SEGMENT TO ry < DETAIL �_l SCALE: /4" l'—O" MONOLITHIC CONCRETE FOOTING. FASTEN THE SGP--3 w/ 5/8"0 x - SCALE: NTS -12" ANCHOR E30LT AND 24-16d COMMON WIRE NAILS. cf) UPLIFT CONN < AT TOP & BOTTOM SPF #2 @ 16" OC, EXAMPLE OF UNSUPPORTED (UNBLOCKED) OF STUDS, SEE SCHED. SEE PLAN NOTE: SEE DETAIL 4/S-1 FOR TYPICAL SHEATHING NAILING PATTERNS. BOUNDA,RY OF SHEARWALL PANEL EDGE. UNSUPPORTED PANEL EDGE IS 2x4 PT PLATE SEE FLOOR PLANS FOR SHEARWALL LOCATIONS. OR DECKING TYPICAL CONDITION UNLESS BLOCKING IS REQ'D BY SCHEDULE OR NOTES, SLAB ON GRADE, '/,"x8" ANCHOR BOLT SEE PLAN @ 32" OC wl 2x2x'/,," WASHER RAFTER, (EXP. BOLT MAY SEE PLAN 4 BE USED.) 0 x w- 24 RTP188 T GYPSUMI BOARD STRONG BACK OR PLY�WOOD/OSB PANEL 00 2x4 @ 48" OC INTERIOE BEARING WALL 8"xl6" THICKENED NAIL SPIACING AT SLAB w/ 2–#5 CONT RTP18824T TO : "X SUPPOR',TED EDGES_'_`�_ _�T- EXAMPLE OF PANEL B3EARING WALL BELOW SEE NO'TES OR SCHEDULE EDGE w/ BLOCKING CEILING JOIST, WHERE REQUIRED BY SECTION SEE PLAN SCHEDULE OR NOTES SCALE: 3/4" l'–O" DRAWN SAWCUT GROOVE PRB >< CHECKED STUDS, ROOF TRUSSES, 1" DEEP WITHIN 4 TO NEW 4" CONCRETE OR FLOOR JOISTS 12 HOURS OF SLAB SLAB ON–GRADE INTERIOR BEARING CCK DATE /00 POUR. 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