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Paradise Court 613 DATE: 12/12/01 L0 C\3 C3 I L . . ....... I Tj I I I I C�, 1-1 L J-LLI-L= City of Atiantl -6each VA P P :'o E 0 nc CIT B OF ATLANIVI Planning and Zoni g Department UIL C BEACH co This approval verifies com UILDING GFFICE 4 -;b 'llance VAth applicable zoning, subdivision and other local land development regulations, but does not constitute JAN 14 2002 approval for the issuance of permits. Compliance with Florida Building Code and all other applicable -Ij local, State and Fe I permitIng �equirements must be verified b ' nature of t'he C'ty 0 Beach Building al priv to f Atlantic r—) afm of a Buildft Permit. Appro"1411 or. PERSPECTIVE PAGE Date-—AP I =0 volopinent NOW- 13UILP SET WOLFGANG RESIDENCE TDATE-�-: 12/12/01 c"I 24'9112 96 4141/2 210 5`11112 ZY 3W V4 CIQ b FORCH �NTRY 9".47 Ulm <13 4 4 m 241 x 147 S CLOSET Q a� 416 SCREENED LANAI 0 �D M "6213 (Ify KNEE WALL) (s) --c—W KNEEWALL -1Z U-1 42" AL KNE-EW L OK 0'2 X 117 if KITCHFN 104 V2 twxr7 Ve�1/2 M 64 i ----t 1 16 VI 2065 10 VT 45 17 47 i2 2 CLOSET .Z 1 431/.2 LAUNDRY V 112 69 -0 GARAGE zmb 49112 4-KNEEWALL 171/2 1101 421 KWEEWALL ONXSAVER HGT �4 mASTER 5ATH MASTER OMM 72112 040" lz! 04 K 54 �s) 5HOP 11,7 A 1,310 Cs ll'i x 1010 MpRoom so&*x VV Z 330560 GLASS 13L XK 29 210 410, ga 1/2 1-91/2 21 142 M2 64 V2 7? LIOG AREA 1790 eq f t PAGE FLOOR PLAN SCALE: 5/16" 1 FOOT DUILP SET 0 AT ff: 12/12/01 -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —— — clz I oz FORCH 8'FLAT ENTRY r — — — — — — — — — — — — — — - - - - - - - — LIVING C\j ROOF PITCH -CLOSET SLOPED CEILING 15 7:12, ALL FROM 6TO 5CREf NEE)LANAI (16'KNEE WALL) INTERIOR 10'FLAT C16 FLAT�L CEILING 5LOPES ARE CATHEDRAL �,3 CATHEDRAL �3 MAXIMIZED CFJLIIIG CEILI�G NOOK 0 cq KITCHEN /?LANT5HELF F — — — — — — — — — — — — — — — — — CLOSET 13ATH 19 FLAT CEILIWi LAUNDRY 8'FLAT 6 FLAT &FLAT 6FLAT GARA E 6 FLAT DESIGNED FOR A�TTIC MA5TEIZ 13ATH STORAGE 6 FLAT MA�TER 13PRM 6 FLAT ------ wmmm�mmw C� SHOF CATHEDRAL < DEPROOM M 81 FLAT DESIGNED FOR ATTIC 13EPROOM SLOPED < STORAGE CEILIWv FROM a'TO 10. C) — — --- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - -- — — — — — — — — — — — — L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — LIVING AREA 1790 i5o[ft PAGE ROOF FLAN SCALE: 1/4 ' �, 1 FOOT t 5UILP SET 13 Paoaott�� &4- DATE: 12/12/01 wr PORCH E N T-Fl,Y wr LIVING E MNT-R Y 0 0 3 ZN -CL05ET 0--_ I :!j SCREENEP LANAI CE ((18'KNEE WALL) (N NOOK/ I E�j I KITCHEN 0 0 u L NP,/,//ZZ-ZZZ/ZZ z L" ]Z)wr wr - - - - - - -I A79- LAUNMY DATH GARAbE. 7. U-j Lj MASTER 13ATH (::E MA5TERj3C)pM L SHOP DEPROOM F C DEPRWM) C�i < < I L �z Q LIVING AREA 1790 5q ft FIRST FLOOR ELECTRICAL PAGE DUILD SET SCALE: 1/4" = 1 FOOT FRONT & RIGHT ELEVATIONS DATE: SCALE: 1/4" 1 FOOT 12/12/01 I IJ-1 I I 11H1111111111111 1 -1 1 -1 A I I I I__L_I I I I L-L A- A I I -L-L-t-1 1 1 -013 o 5- 3 3 I 3/1611 1 FOOT . . . . . . . . Cs I I J. A. L-----L___j I —I- I "'.U. L L I L I .11113 PAGE DUILP SET 6 ATE: REAR & LEFT ELEVATIONS 12/12/01 5CALE: 1/4" 1 FOOT C%j CU Q 3116 1 FOOT wi C) ui Cs TILL P A DUILP SET 77' 136 96 32- 7' -2 -W r-- PORCH (4"LOWER) 47�5o[ — — — — — — — — — — '0y, pa'�'w44 LANAI 4" o" s to*f a&,j LOWER 139 5q ft SLAD F- 1824 fq ft t)e- veo . 4e 100on r ur oF 4" d iA- GARAGE (4"LOWER 51L AD AREA` -Y)0 56t ft �324 E ot ft; —4 — — — -—------------- 77' NOTE: UNLESS RULED OTHERWISE BY THE SOIL ENGINEER OR CONSTRUCTION PROFESSIONAL THAT IS FAMILIAR WITH THE HISTORY OF THE SPECIFIC CONSTRUCTION SITE, THE UNDERSIGNED ENGINEER RECOMMENDS THAT AT LEAST TWO (2) 25 ft. DEEP SOIL E30RINGS BE PERFORMED AT THE CONSTRUCTION SITE FOR THE PURPOSE OF EVALUATING THE DEEP SOIL CONDI TION AND TO INSURE THAT THE SOIL DOES NOT CONTAIN POCKETS OF UNSUITABLE SOIL (I.E. ORGANIC SOIL, UNCONSOLIDATED CLAY, ETC,) THAT lk i NY CAUSE FUTURE DETRIMENTAL STRUCTURAL SETTLEMENT. HOWEVER, 6 ft. DEEP SOIL BORINGS SHOULD BE PERFORMED TO ESTA13LISH THE DEPTH OF SOIL EXCAVA11ON AND BACKFILL. NUMBER OF BORINGS SHALL BE RECOMMENDED BY THE SOIL ENGINEER. IF NO DEEP SOIL BORING INVESTIGATION IS PERFORMED (I.E. 25 ft. DEEP SOIL BORINGS) THEN THE UNDERSIGNED ENGINEER ASSUMES THE FOLLOWING: THE UNDERSIGNED (I.E. ENGINEER) HAS NO KNOWLEDGE OF ANY SUBSURFACE SOIL CONDITION REPORT; THUS, ALL VOOTINGS ARE DESIGNED AS SHALLOW FOOTINGS BEARING ON SOIL THAT POSSESSES A MAXIMUM BEARING PRESSURE OF 2000 PSF- IF CONTRACTOR FOUND ANY DIFFERING CONDITIONS EITHER THROUGH SOIL REPORT OR SOIL REMOVAL, THEN ENGINEER OR UNDERSIGNED SHALL BE N011FIED AND POSSIBLE FOOTING DESIGN REVIISIONS (I.E. MAT FOUNDATION OR PILE FOUNDATION) MAY HAVE TO BE IMPLEMENTED PRIOR TO COMMENCING WITH FOOTINGS WORK. 6 0,V A.C. NO. LOT I FrirAlll-bC '7 —CF�rWrG ZO--- DRAW Pi APPROVED BY: APPROVED oy: LJO (_% EET NO, DA IE: LOUIS P.E. SCAM AS NOTED OF C - - - - - - - - -- - - --- - - - - - - - - - - - - - -- - - - -- - - -- - - - -- - - - - - -- - - - - - - - - -t y1t. PORCH FLAT ENTRY -5 _Ij ---- -- - LIVING CLOSET- SLOPED CEILI�G 63 FROM V TO SCREENEP LANAIN C/8 FLATNL 10 FLAT (W KNEE WALL) .- CHUNG CEJUW dN— CATHEDRAL hj CATHEDRAL C* NOOK CEILIW owl KI'I`CI-IEN rLANr SHELF ZZ// Z z — — — — — —— — —— — —— — L — — — —— —— ——— — _0 CLOSET LAUNDRY FLAT &FLAT OATH VY FLAT CEJLIW FLAT FLAT 4- GAR O(D I FLAT De5IGNEP FOR ATTIC . .... STORAGE &FLAT MA5M DATH &FLAT MASTER DDRM 5HOF CATHEDRAL &FLAT PE5*NED FOR ATTE 13EPROOM CEILING 3 STORAGE BEDROOM SLOPED CEILM FROM 6'T`0 10 '11*1 CD —— — —— — — — — — — —— — ——— — — — —— — — — — — — — — — - - L — — ——— — — — — — — — — — — — — —— — —— — — — —— — — — General notes: TABLE FOR SHEAR WALLS FRAMING I,- Roof pitch shall be '1: 12 , o�erhangs shall be 24" wide (max.). (GROUND FLOOR) -2_,_ Roof trusses shall be Preengineered prefabricated SIT#2 wood t TABLE WAS ESTABUSHED ASSUMING THE FOLLOWING CRITERIA UNLESS OTHERWISE !b russes. THE SHEAR WALLS LL5 PLAN 0 NOTED IN THE TABLE, A) WOOD SHEATING TO STUDS NAILING SHALL BE 8d COMMON NAILS. see sheet N to for lumber speciricatio]Rs, nailing requirements, etc. 8) GYP. BOARD TO STUDS NAILING SHALL BE 5d & Eld COLLIER NAILS FOR 1/2" & 5/8" THICK BOARD RESPECTIVELY. C) SOLE PLATE-CONCRETE SLAB ANCHORS SHALL BE 1/2*0x 10" LONG 'J-SOLTS" (A307 STEEL) FOR EXTERIOR WALLS OR 1/2*0 x 7" ADHESIVE ANCHOR BOLTS FOR INTERIOR WALLS. ---------------------------------------------------- - -- REQ'D. SINGLE OR SHEATHING TO STUDS FLOOR TO FLOOR DESIGNATION SHEATHING DOUM SHEATHING NAIL SPACING ANCHOR SPACING WKY ----------- 7 (/106C- OSS $INGLE 6" / 12' 60* O.C. L KED) LOVIIUMAWS fffUft -bbf viusB SINGLE 4* / 12o 60" O.C. Comm (�'LO ED) CMW seswe on (00,0t, *y* ^-I wpwwm NOOK V: I -Y_7 I I I 14p,r-10 *10 t tV go OW 11Z91A ----------------- 141 vnAT VFW wn"ampo -------- VFW ADDITIONAL NOTES- 1) FOR LOCATIONS CLOUDED AS INDICATE LOCATIONS WHERE HEADER BEAM SHALL BE BOLTED PER DETAIL *B* ON SHEET #10 L_J; 2) ALL EXTERIOR WALL OPENINGS OTHER THAN THOSE MENTIONED ABOVE SHALL VFW K"M RAN BE BOLTED PER DETAIL *E* ON SHEET #10 . I I MAT Val 3) ROOF TRUSSES SHALL BE STRAPPED TO TOP PLATES OF BEARING WALLS AS SHOWN ON PEPKOQM IN SCHEDULE 'A' ON SHEET #10 - STRAPPING WILL BE ADEQUATE TO RESIST SHEAR FORCES MEN Sow A.C. NO. ACTING SIMULTANEOUSLY NTH UPLIFT FORCES. cajo LOT 7 PPW� "MOIT0, 5 E 4) THE ALLOWABLE SHEAR VALUES OUTLINED BY SBC-91 FOR BOTH EXTERIOR & INTERIOR WALLS ow v HAVE BEEN REDUCED BY 18% TO ACCOMODATE THE USE OF #2 SPF GRADE OF LUMBER FOR LL ZA X - Ot,'Oep DRAWING NO. WALL CONSTRUCTION. ALSO THE ALLOWABLE UPLIFT CAPACITY OF ALL METAL STRAPPINGS THAT CONNECT STUDS TO TOP PLATES, SHOE PLATE, SHEAR WALL HOLDDOWNS AND TO STUDS OF -------------------------- Novo, .14 "Is,--— ---------------------------------- FLOOR ABOVE OR BELOW HAVE BEEN REDUCED BY 18% FOR THE SAME REASON MENTIONED --------------- ORAN 91P APPROVIM 9A ABOVE. Mmom sy, LJG SHEET NO, 5) FOR LOCATIONS CLOUDED AS INDICATE LOCATIONS WERE WOOD POSTS SHALL BE STRAPPED DATc!__ "M-1,41 %— Louis GABRI P.C. f 'S ee Je'117,;4 o F ha, 31ALL AS NOTED OF (D. 0 L AT TOP & BOTTOM AS SHOWN ON DETAIL "A" ON SHEET #JQ . Now 'CA #10 Fov- tvf, CQfvje'v- L00M04; 'cuvoelo As S-V4.4ix ve !S-vrt�fo-D a OF Aott # ROOF TRUSS pw sheet roof headers truss.L por shoot# 7DESIGN CRITERIA SCHEDULE "C" LIVE LOAD$: RECOMMENDED STUD SIZES AND SPACING ROOF..........................................................................................20#/Sq. ft. WALL PLATE HEIGHT STUD SIZE SPACING (X 8-ir THRU W-10" 20 Is, -A� WIND;LOADS: WIND.VELOCffY (PER SBC-1997 EDITION)...........L......................100 M.P.H. 10'-0' THRU 14-_o. 2x6 1115, 20 go. 24 long SEISMIC LOAD (PER SOC-1997 EDRION)................ EFFECTIVE PEAK ACCELERATION,A0<0-05 14'-1'THRU 18'-6* 2xa is" twl t d strop IEFFECTIVE PEAK VELOCITY. Av<Ob5 ?TNOUS ERAL STRUCTURAL NOTES: 121-0" THRU 22'-Do 1 2X8 12" S 200 12* 1/2"0 GATOR BOLT 0 1) ITI IS THE INTENT OF THE ENGINEER THAT THIS WORK BE W CONFORMANCE WITH ALL 01 PER SHEET #41 *It "VAL REPUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION OVER INS TYPE OF CONSTRUCTION AND OCCUPANCY. ALL CONTRACTORS SHALL DO THEIR WORK IN CONFORMANCE THE PLATE HEIGHT REPRESENTS THE VERTICAL UNINTERRUPTED SPAN LENGTH OF THE STUD. Ia. WITH ALL APPLICABLE CODES AND REGULATIONS, IF HOMZ. CONTINOUS BRACE CAPABLE OF TRANSFERING LATERAL LOADS TO SHEAR WALLS DOES EXIST, 2) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE SITE PRIOR THEN THE SCHEDULE SHOWN ABOVE DOES NOT 0 GATUR SILT TO COMMENCING WORK. APPLY� 3) C NTRACTOR SMALL SUPPLY, LOCATE AND BUILD INTO THE WORK ALL INSERTS. ANCHOR$, AN)LES, PLATES, OPENINGS, SLEEVES, HANGERS, SLABS DEPRESSIONS AND PITCHES AS MAY SCHEDULE "D" BE REQUIRED DY ATTACHED DRAWINGS AND TO ACCOMMODATE OTHER WORK NOT SHOWN ON THE DRAWINGS. FRAMING SCHEDULE FOR OPENINGS SHALL BE AS FOLLOWS FOR ALL LOAD BEA K WALLS (EXCEPT AS OTHERWISE NOTED ON THE DRAWINGS) 4) T�ESE DOCUMENTS ARE THE PROPERTY OF THE ENGINEER AND MAY NOT BE USED OR I RE DRODUCED WITHOUT EXPRESSED WRITTEN CONSENT OF THE ENGINEER. OPENING WIDTH IN FEET (2)HITSr. -0. 5) ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND Up To 3, THRU W-O" a,-1 0 THRU IC_O' HOLOUU% SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE h THE WORK LINTEL (3)-20.0*9 (3)-21 12's EXTERIOR WALL OPENINGSf�E CONCRETE SLAB EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. 6) SUBSURFACE SOIL CONDITION INFORMATION IS NOT AVAILABLE. FOUNDATION$ WERE DESIGNED USE IWO(2)MUDS OF INE SAME SUE AS THU Of THE KL MN C!WDERM STRAPPING 0 TOP & BOTTOM EXCEPT AT FOR A 2000 PSF SOIL BEARING CAPACITY. CONTRACTOR $HALL REPORT ANY DIFFERING TWO g) PLATE$WITH A 1/2' PLYWOOD FILLER MAY BE USED IS TAD OF GARAGE DOOR & OTHER LOCATIONS SHOWN 00 qDiTIONS TO THE DESIGNER PRIOR TO COMMENCING WORK, ON SHEET #1 OF THE DRAWINGS THE REE (3) PLATES MENTIONED ABOVE. Z, 7) IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND IT'S COMPONENT PART$ DURING STUDS SHALL BE COWINUOUS'FROM TOP PLATES TO SOLE P Al''S. 40 ERCTION. Detail "B", Jamb strapping COIN STRUCTION NOTES: PIREENGINMIRED ROOF TRUSSES GATOIR NUT @ top & Bott. Detail "I 0 t 1) CAST IN PLACE CONCRETE (EXCEPT SLAB ON GRADE) SHALL HAVE A MIN. OF 3000 M COMPESSiVE STRENGTH AT 28 DAYS, SLABS ON GRADE MAY BE CONSTRUCTED W/2WD PSI CONCRETE. 3"x rx 1/13* Detail "C", Jamb strapping r GAIDIR WZSHER 2) FO TINOS ShIALL BEAR BELOW DISTURBED & ORGANIC $011. AND UPON EITHER THE SURFICIAL SOIL OR UPON ((N.T.S.)) 0 top & Bott. STRUCTURAL FILL COMPACTED TO A DENSITY OF AT LEAST 95% OF STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D1557) FOR A DEPTH OF AT LEAST ONE FOOT (I A.) BELOW THE BOTTOM OF THE FOOTING. HURRICANE STRAPPING PER 3) BEARING MATERAL: THE FOOTINGS SHOULD BEAR IN 02THER THE EXISTING FINE SANDY SOILS. S(M. -A- ON SHEET 11110 WHICH WILL REOUIREO PROPER COMPACTION. OR IN COMPACTED STRUCTURAL FILL THE sEARINO ((N.T.S.)) LLVEL SOILS, AFTER COMPACTION. SHOULD EXHIBIT DENSMES EQUAL TO 96%OF THE MODIFIED PROCTOR MAX141UM DRY DENSITY (ASTM 1)1�57) 4) FORCING STEEL SHALL BL ASTM A-615 ORADE 50 STEEL CONFORMING TO ACI 301. 1/2-0 GATOR SOLT 3 15. ACI 318 AND CRSI MANUAL OF STANDARD PRACTICE, WEST EOMONS. IPM SHEET #11 5) CONTINUOUS VERTICAL AND HORVONTAL REINFORCING STEEL IN F007INGS SHALL BE LAP SPLICED A MIN, OF 36 BAR DIAMETERS OR 24", WHICHEVER IS GREATER UNLESS 0 ERWISE NOTED. 6) T!,E MIN, CONCRETL COVER FOR FOOTINGS S14ALL BE 3 in. MIN. FOR REINFORCEMENT. GATOR COUPLER FOOTINGS (TO MAIN REINFORCEMENT).....................3 inches "" "�i "U " TOP PLATE A N RADE......................................................CENTERED OF WALLS SL' 0 0 7) H R1 ONTAL BUM AND FOOTING BARS SHALL BE BENT V-O'AROUND CORNERS OR RIM JOIST OR BEAM Co N E R BARS WITH 2'-0' LAP SHALL BE PROVIDED. 8) CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS. BOLSTERS. ETC. NECESSARY TO SUPPORT REINFORCING STEEL, SUPPORT ITEMS MICH BEAR ON EXPOSED CONCRETE SURFACES SHALL HAVE ENDS WHICH ARE PLASTIC-TIPPEO OR STAINLESS STEEL. 9) ALL 13EINFORCING DETAILS SHALL &FORM To MANUAL OF STANDARD PRACTICE FOR IJSc LSTA 34-'Sime't 6A4 S-flu? DETAILING REINFORCED CONCRETE STRUCTURES ACI 315 LATEST EDITION. UNLESS DETAILED OTHERWISE ON-THE STRUCTURAL DRAWINOS, 1/2-0 OATOR SOLT 10) ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH *THE BUILDING CODE REQUIREMENTS PM SHEET f I FOR CONCRETE"ACI 3M LMEST EDITION, AND 'SPECIFICATIONS FOR STRUCTURAL CONCRETE GATOR COUPLER FOR BUILDINGS' ACI 301. CORNER DETAIL POST STRAPPING-9-30E MASQNRY 1/2-0 OATOR BOLTS SPACED JOINT 7� 4N.T.S.) 1/2*0 GATOR BOLTS SPACED EXPAJISIGN 0 C NCRETE MASONRY UNITS SHALL BE ASTM 090-75, HOLLOW LOAD-BEARING CONCRETE PER SHEET . ADDITIONAL STUD WALL PER SHEET #q . ADDITICNAL RECESS SLAB 3/4"x 10* WIDE ON 6" OR 4"x 4* POST I EXP BOLTS 11Y BE NEEDED PER AT GARAGE DOOR STEM MAONRY UNITS. TYPE I. GRADE N-1, NORMAL WEIGHT, WITH A MIN. COMPRESSIVE STRENGTH M 4 ROOS CONT. EXP. BOLTS MAY BE NEEDED PER GATOR BOLT SY ' -USE AI&V 1'*5lwL?4W, FO&T OF 2000 PSI m - 1500 PSI SHEAR WALL TABLE ON SHEET J'dl F4* CONC. SLA13 W/8x6x1q 10 W.W.F. SHEAR WALL.TABLE ON SHEET fil r IIXOMO/10 W.W.F. EPDXY GROUT INSTALLATION INSTRUCTIONS DRILL 0* INTO CO NCRETE FORM BOARD DOLT LOCATIONS PRIM TO q4—jM_yg 1)DETERMINE THE STARANO POINT AND MARK EITHER THE IF li—emw ARg uso OR aw LOCATIONS DIRECTLY K POUR 2) MORTAR SHALL CONFORM TO ASTM C270 AND BE OF TYPE M OR S. STUD iALL 3) HORIZONTAL MASONRY JOINTS REINFORCEMENT SHALL BE GALVANIZED TRUSS-TYPE WITH D.C.. ON THE HARDENED CONCRETE IF EPM Aftm BOLTS 6 In, LAP AT ALL SPLICES AND PLACED AT EVERY OTHER BLOCK COURSE. MAX, 16 In. 6400/10 W.W.F. t:;; ARE USED, POST STRAPPING 0 BOTTOM 0 MIL V.S. OVER C-L.:AN, FILL Cp V5:� (2)-#5 CONT. HOOKED CONC 2)CORNEIR LOCAIRCINS 24ALL SE 00 OCTAIL�L-ON THIS ��r A�hLING WELL COMPACTED I'll EATED TIED AT CORNERS 1) ALL WOOD FRAMING SHALL, BE SYP #2 AND INSTALLED PER AITC AND TPI AND NATIONAL #4 RODS VERT. ON 48' 0. It AT CORNERS, MIN. 18" 3);NA01ETA1L0jr0N 'WASHERS&MT9*qE RECIUMID POST STRAPPING WOOD CONSTRUCTION. VERT, RODS SHALL BE W -M 6* INTO THIS SHEET AM PER M0WkIk*ER,$ DESIGN SPECIFICATIONS FOR FOOTINGS 0 BOTTOM AND 12' INTO SLAB (2)-#5 CONT. HOOKED TURN DOWN SLAB DETAIL BOLT RUN DETAIL -(TYP) RECOMMENDATION& TOP & BOTTOM 2) Af STRUCTURAL WOOD MEMBERS SHALL HAVE THE FOLLOWING MIN. DESIGN VALUES: 0 TOP. FOR HORIZ, REINF tRI'EMENTs USE TIED AT CORNERS MTS.) (N.T.S.) (D STUD WALL R # OS EX% 4 kR 0 Cot 4 'ONC :�wz "MT �ETE rOOTtING 4 RO( FIT VIE OOTIN 6F (2)i 0 Top .4 MIN 9 go, HORIZ. JOINT RENFORCEMENT MIN. Ia" 0 GARAGE SAWN LUMBER LAM. VENEER LUMBER F, ON 15" O.C, (MAX.) F� a I 120 PSI Fb - 2,600 PSI Fv a 90 PSI Fv - 235 PSI 'A',I FC1 a 565 PSI E = 1.900,000 PSI 44* (MAX.) OR -g.-t Fc 1,455 PSI CONSULT ENGINEER .4 BLOCKING REOD. 1 1,600,000 PSI TURN DOWN SLA13 DETAIL BETWEEN OUTMOOERS 3) ROOF & WALL SHEATHING SHALL BE 7/16" ORIENTAL STRAND BOARDS (OSS) OR BETTER, OCTING 2X4 BLOCKING 4 SHEATHING JOINT 2x4 a�eMRO" 20*(W)x 10*(H) CONCRETE F Or -2,1 4"FROM GAME END ,AN, CUP IT.2.4 SCAD FROM TOP 10 SPAN RATED AS SHOWN ON THE DRAWINGS. REINFORCED W/(2)-#5 ROD$ CONT. EXCEPT 0 GAME U-"ANGER OR EQUAL 0 40'QC. BOTTOM ICHORD TO SERVE AS NAILER — — — — — — - — — — — — - 7,Afr STRUCMAL ROOF SHEATHING 20 BARGE RAFTER!CONT, FOR X-BRACINO 0 V D.C. PROVIDE CUP FOR 400 Ibs. 4) ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACTED WITH MASONRY, CONCRETE TYPICAL FOUNDATION DETAIL r 6400/10 W.W.F. SHINGLE STRIP BOTTOM CHW OF COMINION OF LATERAL SHEAR OR SOIL SHALL BE PRESSURE-TREATED. TRUSSES 0 24'4 BOTTOM CHORD OF CAME 5) CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES NECESSARY AND SUITED FOR EACH FASCIA A"0. END IRUSS -DIPPED GALVMIZED TO ASTM 12d Nd ca APPLICATION. FASTENING SUBJECT M MOISTURE SHALL BE HOT TOP CHORD Of GABLE END A-153-80. SCHEDULE "A" go I �4 (2)-#5 RODS CONT, I O.Q TRUSS DROP 3-1/2- (3)Ild NAILS DOUBLE TOP PLATE 6) ALL METAL CONNECTIONS AND FABRICATION$ SHALL COMPLY WITH A.I.S.C. SPECIFICATIONS. FASTENING SUBJECT TO MOISTURE SHALL BE HOT-DIPPED'GALVANIZED TO ASTM A-153-80. ROOF TRUSSES STRAPPING SCHEDULE TO TOP PLj TE OF BEARING WALLS (PRE-ENGINEERED FRAMING) 2x4 SCAB CONT.70P 70 MAX 7) SOLID BLOCK ALL JOIST AND RAFTERS AT POINT OF SUPPORT. BOTTOM CHORD 0 a k OPENING INTERIOR STEP DOWN DETAIL FROM GABLE 8) GRADE OF LUMBER TO BE USED FOR THE FABRICATION OF STUD WALL$ MAY BE SPF 12 TRUSS No. OR UPLIFT TRUSS TO TOP TOP PLATES TC FOOTINGS - — — — — — — — — — — — — — — — — — — — - OONT.20 SCAD FROM TOP 70 2x4 BLOCKING 0 49"0& BETWEEN INS.TEAD OF SYP #2. DESIGNATION* (lbs) PLATE OR To STUD , GATOR BOLT, SOLE PLATE SHALL BE BOTTOM CHORD 0 X-NRACING GABLE END TRUSS AND FIRST 1 20 SCAB IF VERT ADDITIONAL 2x4's AT COMMONTRUSS ALL TRUSS ENDS ANCHORED TO SLAB W/ IF HJ�IER 4r 1/2-0 GATOR BOLTS SPACED PKSENT AN OX WED 15 NOT TO FORM OUTLINED BELOW ISZON ON SHEET# excepT ONES 0-ITS LST 12.,0 0 GATOR BOLTS I ACID AS 2x4 STUDS CONT. 2x4x1r#2 SYR. LATERAL SCHEDULE "B" MISCELLANEOUS FASTENING SCHEDULE TWIST* mto( a io" O.C. PER SHEET ADDITIONAL BRACE 0 2,4r O.Q EXP. BOLTS MAY BE NEEDED PER (3)112d NALS(TYP BOTTOM CHM OF (3)112d MAILS ISOMETRIC MEW AT X-IMACINO CABLE 9NO RM SHOWNG LATERAL BRACE TO CON�IECTION FASTENER NUMBER OR SPACING 5&6 6400/10 W.W.F. SHEAR WALL TABLE ON SHEET #01 L6T;1simrs0Aj,0 WaIGOAN'SHOM11, Acm A' GABLE END TRUSS J_ A I Ell (2)-20 TOP PLATE TOP O� SOLE PLATE TO STUD, END NAIL I 6d COMMON 2 -PLATFORM FRAMING- nf-zmj,) howsowa v rvj)$ SIUD TO SOLE PLATE, TOE NAIL 8d COMMON 4 to Con 2x4xe 42 SVP ie , wel;I4 DOUBLE STUDS, FACE NAIL iOd COMMON 24* O,C. W/wr Tugs";1 Afsop LATERAL BRACE U4 STUDS 16*04. L)OUBL: TOP PLATES. FACE NAIL iOd COMMON 16" D.C. Liss ; 't T T. 2*4 0 a 94,OC_/ CAD FILE NAME TOP P1 ATES. LAP AND INTERSECTIONS FACE NAIL - 2-18d OR 3-10d COMMON SETWEEH GA"a FIRST TRUSS C09M.IOUS HEADER, TWO PIECES I 6d COMMON 16' D.C. ALONG CA. EDGE %166 tA&1r,;61 S8131 (2)-#5 RODS CONT. "048POC C!UPM1M LOT, PAV,AeDt,�C COVE� -ro 71cbowo k,2cr-4 PRO`V1DE A WL 400 bw OF SHEAR. 12 'At's t LD T&.LE6L0LRIL JHgLTHLNq,.. 34615 NIA' �JAX - Vt DRAWING NO. ROOF - 7/16* OR GREATER 8d COMMON 6" D.C. EDGES & INTERIOR THICKEN SLAB DETAIL PLATFORM FRAMING 8* D.C. INTERMEDIATE $000 , GABLE END MAWN IM APPROVED IM TIF-IDOW11 NOTE: WALL - 7/16- OR GREATER 8d COMMON 6* D.C. EDGES & 0 4 NIA UNGRADED UENOTH OF X-BRACING MAY (N.T.L) APPROVE[)ar LJG SHEET NO. 120 D.C. INTERMEDIATE &486 1 J&& NOT EXCEED 10 ft. IF LENGTH DOES -A.0. . SEE INS$9NOINEERINo BY FOR'Russ MIGRATION, MISC. FOUNDATION DETAILS 4� EXCEED 10 ft.. ADDITIONAL SM Iq REWD. GAID LOUIS E. —A-- WALM, AS NOTED It-[ 30 01 10 OF �qZ_SaAR.WALL TAPLE-5-Of-SIALU-0