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Paradise Court 605 DATE: CL Lu J 11/14/01 =0 UO La r g 1,Hule i's .......... coo C\l Ti tk cz C,� -M) 7 —L7--L—T— L-7— ------------- -F—F—FTT T-4 T-777T L j In in T, ALL C�s ............ .......... HOV30 OIINV'IIV JC UO PERSPECTIVE PAGE DUILD SET PEANGEL15 RE51l')ENCE Sl�GLE ROW OF 8"GLA55 BLOCK- 58, TOP AT 54"AFF DATE: I-Y41/2 12'112 4' 4' 87 1/2 5'1/2 841/2 5' 011 J� 04 W362 WR2430 W92430 alw"1430 WALL TO CEU G C—� T7 KITCHEN FOR H 6'6 x 16'6 13' x 104 W WALL TO&-5 51W(LICE PRE-CuT STuPS ANP CAP WK"H 2X4 LIKE PLAW 5HELF) -- — — — — — — — — — — — -- - 2'4 2111/2 4'1/2 3 01 L cq Q PORCH If 6 Q0 t" Lo 11'6 x '14'6 f-- 90it2436 -Z :A� wZ2430 2X A 'E L L T 4�'KO 6 s I p WZ 14_ 4 LIVING Z!4 002 4068 177 x, 194 2'6 41 4' 4-1 119 - 1 2' 118 0111/2 FOYER 4 v mpr WAI I ENTFY 2"KNEEWALL 97 x 44 ra 7113 IY2 W1/2 T10 1/2 Q 614 Cl> 10, g.,] Elc—t Vy�, L M 71 61112 MASTER 13PRM I- F—/ 179 x 14' LAUNDRY I x 007 STEP UP 24 2-POW-6"GLA55 MOCK SEE HAL L -WINPOW 5CHEPULE, 111 x Y3 TOP AT 80"AFF Z! P 110 1/2 rt__ ATTIC ACCESS Lt 13EPROOM (INSTA Pt-yWOWPEUNGIN C:� Allp Doe 121 x 101) 21'4 x 174 DATH 411 x 121 ocy c\l cl� 13ATH DATH -I n 6'x 411 ao Vx4ll cm Ol CL05ET N :3 L — — — 7 1 .7 7 7 7,/ 7 7 7 7 7 --A--A �5 Go %GLE ROW OF 6"DLOCK TOP AT 84"AFF N 1/2 a 1/2 8111/2 2Y6112 2'91/2 2'61/2 LIVING AREA ------- 33. < 1318 5CJ f t 65 65 54 12,6 5'4 10,11 NO-FES: 58' RKIGATION SYSTEM FLOOR FLAN PAGE 13UI.L[) SET FULL SECURITY SYSTEM SCALE: 1/4" 1 FOOT DUYER TO INSTRUCT LANPSCAFER �\5 TO LOCATION OF 501), DAT�: r 4-0- T1/14/01 SLOPE _7 CATHEDRAL CEILING FROM TO 10' CATHEDRAL CEILING KITCHEN CATHEDRAL CEILING CENTER VAULT IN Room PORCH f- Q02 C) LIVING 10'FLAT GEILlr�.G FOYER PLANT 5HELF _JL 10'FLAT CEILING L 10'FLAT u Q) L 7 i.19 + MASTER DPW NG 3TER D RM LALINDFY 8'FLAT HALL' —EATHEPRAL FLAT CEILING T10 1/2 CENTER VAULT IN ROOM j-, 6 7F (( 13EPROOM GARAGEL�._; T LAT 6FLAT &FLAT D06 13ATH 6FLAT TRUSSES DESIGNED FOP,ATTIC 5TORAGE DATH 13ATH 6FLAT L-j ce T 1 0,31 �'FLA SLOPE //X\ ....... FROM TO 10' �Jol - - - — - - - - - - - - - - - - - - - -- - - -- - - -- - - - - - - - - - - - - - - - - - - - - - - - IG AREA WINDOW 5CHEPULE DOOR 5CHEPULE NUMDER QTY SIZE- I)E5CXJPTION 7DE REMARKS NUMDER QTY SIZE DESCUT CODE REMARKS woo 1 4020 LEFT SLUM- MARK 50-WHTE CDL53NIAE 013SCURE-TEMPERED Doo 1 �3 ExT.SLIPER-GLA55 MARF 5-0 WHTE COLONIAL Wol 5 W60 SIF-GL�_HUNG MARK 50-WRTE-170-LONIAL Dol 1 6066 EXT.SLIPER-GLASS MARK 50-WHTE COLONIAL W02 1 5606 MULLED UNIT 11-6"X 6"GLASS 13LOCK5 002 3 2068 51X-PANEL POOP,RH WI 6-PANEL INTERIOR W03 4020 LEFT SLIDING MARK 50-WHTE COLONIAL CLEAR-TEMPEREP- 003 2 2868 POCKET SIX PANEL DOOR PH WI 6-PANEL INTERIOR POCKET W04 1 6014 MULLED UNIT 4&-8"X 8"GLA55 13LOCK D04 1 16070 GARAGE 4-PANEL 16070 STEEL WITH INSERTS W05 1 4366 MULLED u",r 3 0 6 8 6-PA N E L S,-rE-E-Lw-J_T-H-5-10_E_Ul(5-H-T P05 15 2868 SIX PANEL POOP RH WI -6-rANEL-INTERIOR __2 _50_68 K E ANEL IN - - I ___67-P TEKIOR P(5�KET W06 2 2060 SINGLE HUNG MARK 50 WHTE C L0FN_lAL__ P06 T 51X PANEL POOR PH WI W07 T57—I___-2- 16-PANEL STEEL -DE�I_ BORE 1 8003 MULLED U 12-b"GLASS f3LOCK ROOF FLAN PAGE 13UILI) SET SCALE: 1/4" 1 FOOT' DATE: MICROWAVE 0 0 0 (11 > 0 - T F�Ci D(5 KITCHEN\ FORCH Wfl cl 00 &12 0 Alr_ Q�\\ — — — — — — — — — — — — — — — —L(2T- 6�'11'1% X\") FORCH 0 LIVING 45)� (�2 EWRYO' F6YER 5 3 $ WF zl� < TV MA5TER 13PRM LAUNPRYI HALL $ x TIQ 1/2 DEPROOM TV GARAGE DATH C�i < \bA &12 X IRRIGATION OUTLET TH X < 5ATH 51 _J /X\ CLOSET </ 5ECURITY OUTLET LIVING ARE/\ 1318 C-q FIRST FLOOK ELECT KICAL PAGE 13UILP SET SCALE- 1/4" -_ 1 FOOT FRONT & RIGHT DATE; ELEVATION 5CALE: 1/4" 1 FOOT I L CIL 11 If if I— T4k� r4441j, —L IL ==jj :t Qu cq I T—L- ----L I If It I I I I—A it --I T, if uj I It J--f I It It It Q� =T. it it < L- it 11 it I it 11 < L J.. iij ZEE: PAGE 13UILI) SET coce5 CL f�EAR & LEFT ELEVATION5 DATE: SCALE: 1/4" 1 FOOT Lo on Lit- --LLL U3 -n c,,] -TL -I- L-F Tr-- I r----L T -T- -T-- -T- T-j---F- F -L- -L -L T -7- -T -F -r- -1 L L- L- -L L -i L I -L-- L -A.-F-J-7 L- -J- -Tr 71- 7- -r-L-T- '-i-'--T- r, T- -T-- -1 --17- J-- L-T-L --L- I DUILP 5ET (oos PapaMae Cc)uv,�F 62, 12' 394 1/2 71 -- — — — — — — — — — — — — - ----- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - -- — — — — — — — — — — — — -- - — — — — — — — - 7'. ,47 r -- — — — — — — — — — — --7r - — — — — — — — — — — — — — — — — — — — — — — — — — — o 0 q2 7112 LANAI (411 LOWER) 185 c5q ft 101 L�7 1/2 — — — — — — — — — — — -t FORai (4" LOWER' 7. 5at Ft t — — — — — — — — — -4 ........... 4' SLAD - — — — — — — — - 130�3 5q ft 185 1/2 R�zA�Co-�'tj L&y- ovi co wl-pa(le-aQ STEF UP GARAGE To'rAL SLAD (4 LOWER) AREA 2029 5q ft 590!5ct ft L- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - -- - — — --- - — — — — — — — — — — -V-- v L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 21'a 1/2 J UNLESS RULED OTHERWISE BY THE SOIL ENGINEER OR CONSTRUCTION PROFESSIONAL THAT IS FAMILIAR NTH THE HISTORY OF THE SPECIFIC CONSTRUCTION SITE, THE UNDERSIGNED ENGINEER RECOMMENDS THAT AT LEAST TWO (2) 25 ft. DEEP SOIL BORINGS BE PERFORMED AT THE CONSTRUCTION SITE FOR THE PURPOSE OF EVALUATING THE DEEP SOIL CONDITION AND TO INSURE THAT THE SOIL DOES NOT CONTAIN POCKETS OF UNSUITABLE SOIL (I.E. ORGANIC SOIL, UNCONSOLIDATED CLAY, ETC.) THAT MAY CAUSE FUTURE DETRIMENTAL STRUCTURAL SETTLEMENT. HOWEVER, 6 ft. DEEP SOIL BORINGS SHOULD BE PERFORMED TO ESTABLISH THE DEPTH OF SOIL EXCAVATION 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 FOOTINGS 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 NOTIFIED AND POSSIBLE FOOTING DESIGN REVISIONS (I.E. MAT FOUNDATION OR PILE FOUNDATION) MAY HAVE TO BE IMPLEMENTED PRIOR TO COMMENCING NTH FOOTINGS WORK. L LOT, COVE, CAD FILE NAME o T' 11A X DRAMNC NO. DRAWN IM APPROVED E!y. APPROVEO By. SHEET NO. LOUIS DATEI It LOUI GABRZII� F.E. SCALE: AS NOTED OF ma r TABLE. FOR SHEAR. WALLS FRAMING 5LOPEG CATHEDRAL CEII I� (GROUND FLOOR) 211) TO 10' THE S;HEAR WALLS TABLE WAS ESTABLISHFJJ ASSUMING THE FOLLOWING CRITERIA UNLESS OTHERWISE KITCHEN CATHEPRAL CEILI�G NOTED) IN THE TABLE. CATHEDRAL CEILI�G JA WOIOD SHEATING TO STUDS NAILING SHALL BE 8d COMMON NAILS. GYP. BOARD TO STUDS NAILING SHALL BE 5d & 6d COLLIER NAILS FOR 1/2" & 5/8" THICK BOARD VAULT IN RESPECTIVELY. CENTER ROOM C) SOLE PLATE-CONCRETE SLA13 ANCHORS SHALL BE 112'ox 10- LONG 'J-8OLTS- (A307 STEEL) FOR EXTERIOR WALLS OR 1/2"0 x 7* ADHESIVE ANCHOR 13OLTS FOR INTERIOR WALLS. 01 FORCH _�j REQ'D. SINGLE OR SHEATHING TO STUDS1 FLOOR TO FLOOR IDESIGNATION SHEATHING I D0UBLE SHEATHING NAIL SPACING ANG14OR SPACING 7/16" OSB LIVING SINGLE 6' / 12' 60' 0.C. (BLOCKED) 065 1 7/1 6. OS9 SING 4* 12" 60* O.C. 10'FLAT CEILI�G (BLOCKED) W�. FOYER PLANT SHELF d '0 ffNGI ADDITIONAL NOTES. 10'FLAT C ILI�G I)l FOR LOCATIONS CLOUDED AS INDICATE LOCATIONS WHERE HEADER BEAM SHALL BE IV FLr\l 13OLTED PER DETAIL "B* ON SHEET 2)1 ALL EXTERIOR WALL OPENINGS OTHER THAN THOSE MENTIONED ABOVE SHALL 3) ROOF TRUSSES SHALL BE STRAPPED TO TOP PLATES OF BEARING WALLS AS SHOWN ON -6'_) _1L MA5TER 13PRM E BOLTED PER DETAIL *E' ON SHEET #1() Ll _j SCHEDULE *A" ON SHEET #10 . STRAPPING WILL BE ADEQUATE TO RESIST SHEAR FORCES LAUNPR ACTING SIMULTANEOUSLY WITH UPLIFT FORCES. &FLAT I DO7 4) THE ALLOWABLE SHEAR VALUES OUTLINED 13Y SBC-91 FOR BOTH EXTERIOR & INTERIOR WALLS WALL CONSTRUCTION. ALSO THE ALLOWABLE UPLIFT CAPACITY OF ALL METAL STRAPPINGS THAT HALL HAVE BEEN REDUCED BY 18% TO ACCOMODATE THE USE OF #2 SPF GRADE OF LUMBER FOR CONNECT STUDS TO TOP PLATES, SHOE PLATE, SHEAR WALL HOLODOWNS AND TO STUDS OF &FLAT FLOOR ABOVE OR BELOW HAVE BEEN REDUCED BY 18% FOR THE SAME REASON MENTIONED CA5;_ IEPRAL ABOVE. CENTER VAULT IN TIOV2 ROOM 5) FOR LOCATIONS CLOUDED AS G I INDICATE LOCATIONS MERE WOOD POSTS SHALL BE STRAPPED AT TOP & BOTTOM AS SHOWN ON DETAIL 'A' ON SHEET # 7a DEDROOM 6) LOCATIONS CLOUSE5Z AS 'c" oF S"feT#to 6FLAT GAKAGE 5HnLL RE STIZAfffb ?PC �DFTqjC ,A r &FL I3ArH TN,;)k CAT 5 6��CftjC_ W AU brAC 0 pC� C__rn t -7 L 8'FLAr u DESIGNED FOR ATTIC R DATH 15ATH 8'FLAT STORAGE /C8'FLAT/ SLOPE FROM 6 ff) V,eorr eAl m ouw&,- 1/4 I N PA F I 12 14)el AIV :D'T_ fNTEp'I0&--ac-Fir- 8d NAILS ROOF SHEATHING V3 0 0 4- O.C,-\ See '(et4- L 0 f- x 'U 0?-PCING. S de't Cm&www Rpm, BOTTOM CHORD �4)_112d NAILS OF TRUSSES Typ) 2)-12d NAILS Poo t4�- �Typ) er,Lt- im pAce, TOP CHORD to"T� (4)-12d NAILS GABLE TRUSS IS LAID 1 0 C. *4 (TYP) oy- as s6GM 0 p skeet 4 10 For tvf go tv Jew,,, 2x4 SCABS LAID FLAT 10 24" D.C. (2)-12d NAILS SLOFE CATH�VIRALCFILVG (TYP) ROM VA (MAX.) CAYIECRAL lov KITCHEN SCABS LAID 2xl EILVG 30' (MAX FLAT AS SHOWN CEILING 130TTOM CHORD CEWM VAULT IN Typ. DIAPHRAGM INTERIOR SHEAR WALL , L TOP PLAMS INTERIOR SHFAR WAL PLAN MEW TOP PLATES ELEVATION MEW PORCH CASE 11 INTERIOR SHEARWALL TO ROOF CONNECTION PRE ENGINEERED FRAMING (TRUSS FALLS ON ONE SIDE OF WALL) LIVING INTERIOR SHEAR WALL Sd NAILS OP PLATES 0 4" O-C.. ROOF SHEATHING V FLAT CUVO 4)-12d NAILS �2)_12d NAILS FLAW�H�F ruag Typ) E� I9FLATCFJLitG 2x4 SCABS LAID—, TOP CHORD JFLAr 24' (MAX) FLAT u 24" D.C. T Typ YP. (MAX.) 'CABLE TRUSS .7 �4)-12cl NAILS BLOCKING ryp) I&WRY �2)-12d NAILS r (2)-12d NAILS ef FLAT TYP) (TYP) HAL FLAT CEILING CEJLItG L BOTTOM CHORD 2x4 SCABS LAID DIAPHRAGM 1301710M CHORD GENTERVAULYIN no vz OF TRUSSES FLAT 0 24* D.C. (MAX.) INTERIOR SHEAR WALL TOP PLATES PLAN MEW ELEVA71ON VIEW FLAr GARAGEL.- 1�'FtAr PATH iy FLA r BAfKf FrR ATTX PATH 4V FLAT C`f STORAGe &FIAT// ct. lov CAD FILE NAME LOT _5 ?09n�) �-5`E-' COVE:. -0 DRAWING NO. c' - SUCL Kajij""�- 9 DRAWN OYi APFRO�IED 13X�_S LiG --SHEET NO� DAM I&I ()I LOUIS GABRII P,E. SCALE: AS NOTED � Zll/lk /01 OF ROOF TRUS per sheet jif, root headers DESIGN CRITERIA SCHEDULE C Head r truss Per Sheet# LIVE LOADS; RECOMMENDED STUD SIZES AND SPACING ....................... ROOF............I................................... .....................................40#/Sq. ft. WALL PLATE HEIGHT STUD SIZE SPACING (X Y'. FLOOR............................ ..................1-... I I E WINDAOAOS: 8'-D" THRU 9'-10" 2x4 i6l WINDIVELOCITY (PER SBC-1997 EDITION)..................................100 MIPIHI 10'-0" THRU 14'-0" 2x6 16", 20 go, 24" long SEISMIC LOAD (PIER SBC-1997 EDITION).................�EFFECIIVE PEAK ACCELERATION, Aa<0.06 twisted strap EFFECTIVE PEAK VELOCITY. Av<O.05 14'-0 THRU 18'-6' 2x8 Q) INOUu L5tftj,.--, 2xS S 2%10 12" 1/2"0 GATOR BOLT T�IS THE INTENT OF THE ENGINEER THAT THIS WORK BE IN CO 00 CENERAL sTRUCTURAL NOTES: lg'-O* THR� _O" 12% ISS7 U D NFORMANCE WITH ALL RE UIREMENTS OF THE AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF PER SHEET #cj CO STRUCTION AND OCCUPANCY, ALL CONTRACTORS SHALL 00 THEIR WORK IN CONFORMANCE THE PLATE HEIGHT REPRESENTS THE VERTICAL WITH ALL APPLICABLE CODES AND REGULATIONS. UNINTERRUPTED SPAN LENGTH OF THE STUD. IF HORIZ. CONTINOUS BRACE CAPABLE OF TRANSFERING L VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR LATERAL LOAD$ TO SHEAR WALLS DOES EXIST. 2) THE cQNTRACTOR SHAL THEN THE SCHEDULE SHOWN ABOVE DOES NOT TO COMMFNCING WORK. APPLY. rjrAlaR BOLT 3) C NTRACTOR SHALL 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 BY ATTACHED DRAWINGS AND I'D ACCOMMODATE OTHER WORK NOT SHOWN ON THE DRAWINGS, FRAMING SCHEDULE FOR OPENINGS SHALL HE AS FOLLOWS FOR ALL LOAD SEA NC WALLS 4) Tl�ESE DOCUMENTS ARE THE PROPERTY OF THE ENGINEER AND MAY NOT BE USED OR (EXCEPT AS OTHERWISE NOTED ON THE DRAWINGS) PER 5 'IV GATOR BOLT HEET # RE IRODUCED WITHOUT EXPRESSED WRITTEN CONSENT OF THE ENGINEER. OPENING WIDTH IN FEET (2) UP TO S-O" 3'-1" THRU W-O" 6'-l" THRU lC-O an t ut S) 5) ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE WORK QLDUuwN EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN, LINTEL (3)-2x1O's (3)-2) 12's EXTERIOR WALL OPENINGS// CONCRETE SLAB 6) SUBSURFACE SOIL CONDITION INFORMATION 15 NOT AVAILABLE. FOUNDATIONS WERE DESIGNED JAMB USE TWO(2)SIUDS OF THE SAME S17E AS THESE OF THE WPLL SON C:NSIDERED STRAPPING 0 TOP & BOTTOM EXCEPT AT CQNCRETE FOR A 2000 PSIT SOIL BEARING CAPACITY. CONTRACTOR SHALL REPORT MY DIFFERING GARAGE DOOR & OTHER LOCATIONS SHOWN SLAB CO DITIONS TO THE DES145NER PRIOR TO COMMENCING WORK, TWO�2) PLATES WITH A 1/2" PLYWOOD FILLER MAY BE USED ISTAO OF LL THE HREE (3) PLATES MENTIONED ABOVE. ON SHEET #1 OF THE DRAWINGS (N.T.S.) 7-7 .7, S. 1) 1 IS THE CONTRACrOR*S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND 1, STUDS SHALL BE CONTINUOUS'FROM TOP PLATES TO SOLE P AT:S, V 'S COMPONENT PARTS DURING 4- SE)IJENCE TO INSURE THE SAFETY OF THE BUILDING AND IT ER'CTION. C01\STRUCTION NOTES: PREENGINEERED ROOF TRUSSES Detail "B", Jamb strapping PRIENGIN11RE'0 ROOF f,'919CRELE., TOR top & Bott. GATOR NUT Del i cA "B 0 top 1) At L CAS1 IN PLACE CONCRETE (EXCEPT SLAB ON GRADE) SHALL HAVE A MIN. OF 3000 Psi 31 It COMP ESSIVE STRENGTH AT 28 DAYS. SLABS ON GRADE MAY BE CONSTRUCTED W/2500 PSI CONCRETE. 3"x 3% 1/8" Detail : C Jamb strapping 2) F!TINGS SRALL BEAR BELOW DISTURBED & ORGANIC SOIL MD UPON EITHER THE SURFICIAL SOIL OR UPON CATOR WASHER ((N,T,S.)) @ top & Bott. STRUCTURAL FILL COMPACTED TO A DENSITY OF AT LEAST 95% OF STANDARD PROCTOR MAXIMUM DRY DENsnY (ASTM 01557) FOR A DEPTH OF AT LEAST ONE FOOT (I ft.) BELOW THE BOTTOM OF THE FOOTING. 14URRICANE SfRAEPP�INGP�ER 3) BEARING MATERAIL: THE FOOTINGS SHOULD BEAR IN EITHER THE EXISTING FINE SANDY SOILS, SCH. -A- ON SHEET 9 10 WHICH WILL REQUIRED PROPER COMPACTION, OR IN COMPACTED STRUCTURAL FILL. THE BEARING (((N.T.S. L,FVEL SOILS, AFTER COMPACTION, SHOULD EXHIBIT DENSITIES EOUAL TO 957. OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D1557) 4) W INFORCING STEEL SAALL BE ASIM A-615 GRADE 60 STEEL CONFORMING TO ACI 301, AC' 315, AQ1 318 AND CRSI MANUAL OF STANDARD PRACTICE. LATEST EDITIONS. 1/2"0 GATOR 13OLT 5) ALL CONTINUOUS VERTICAL AND HORIZONTAL REINFORCING STEEL IN FOOTINGS SHALL OF PER SHEET LA SPLICED A MIN. OF 36 BAR DIAMETERS OR 24". WHICHEVER IS GREATER UNLESS Of ERWISE NOTED. b) Ti E MIN, CONCRETE COVER FOR FOOTINGS SHALL BE 3 In. MIN. FOR REINFORCEMENT. GATOR COUPLER FOOTINGS (TO MAIN REINfORCEMEfff)....................3 inches SLAB ON GRADE.......................................................CENTERED TOP PLATE 7) HORIZONTAL BEAM AND FOOTING BARS SHALL BE BENT 1'-0-AROUND CORNERS OR OF WALLS RIM JOIST OR BEAM CO(?NER BARS WIrH 2'-0" LAP SHALL BE PROVIDED. I 6) CONTRACTOR SHALL PROVIDE SPACERS. CHAIRS, BOLSTER% ETC. NECESSARY 10 SUPPORT Ix REINFORCINO STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES SHALL HAVE ENDS WHICH ARE PLASTIC-TIPPED OR STAINLESS STEEL. 9) ALL REINFORCING DETAILS SHALL CONFORM TO MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCfURES ACI 315 LATEST EDITION, UNLESS DETAILED SvAV4 op:. OTHERWISE ON THE STRUCTURAL DRAWINGS. 1/2"16 GATCOR EIOLT 10) ALI. CONCRETE WORK SHALI, BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS PER SHEET' #'I FOR CONCRETE" ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL C%ICRETE GA70R COUPLER POST STRAPPING @ TOP FOR BUILDINGS" ACI 301. CORNER DETAIL MT4> MASONRY (N.T,S) I 1/2% GATOR BOLTS SPACED 1/2"0 OATOR BOLTS SPACED EXPANSION JOINT 1) CI$NCREIE MASONRY UNITS SHALL BE ASCIM C90-75, HOLLOW LOAD-EIFARINO CONCRETE PER SHEET #9 ADDITIONAL STUD WALL PER SHEET # ADDITIONAL RECESS SLAB 3/4% 10" W109 6"x 6" OR 4"x 4" POST MASONRY UNITS, TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MIN. COMPRESSIVE STRENGTH EYP. BOLTS MAY BE NEEDED PER #4 RODS C.ONI. EXP. BOLTS mA� BE NEEDED PER AT GARAGE DOOR GA,rOR BOLT SYSTEM OF 2000 PSI ( I ' rn - 1500 PSI ). SHEAR WALL TABLE ON SHEET #9 Iixfo/lo W.W.F. EPDXY GROUT 115E fv6v SHEAR WALL TABLE ON SHEET #'Cl 4 CONC. SLAB W/GxBxIO, 10 W.W.F, F ax INSTALLATION INSTRUCTIONS V10(4 2) MORTAR SHALL CONFORM TO ASTM C270 AND BE OF TYPE M OR S. 1)DETERMINE THE STARTING POINT AND MARK EITHER IHE ---T770RILL 6" INTO CONCRE-TE FO M BOARD SOLT LOCATIONS PRIOR TO CONCREIK A.: STUD WALL POUR 3) HORIZONTAL MASONRY JOINT$ REINFORCEMENT SHALL BE GALVANIZED TRUSS-TYPE WITH IF I!J-SOLTS"ARE USED OR BOLT LOCATIONS DIRECTLY 6 In. LAP AT ALL SPLICES AND PLACED AT EVERY OTHER BLOCK COURSE, MAX. 16 in, D.C.. .A— U F ON 714Z 14ARGENED CONCRETE IF EPDXY ANCHOR BOLTS 6x6xiO/10 W.W.F. ARE USED, POST STRAPPING @ BoTTom 6 MIL. V.B. OVER _-L'AN. Le. (N.T.S.) WOOD FRAMIN WELL COMPACTED TFEATED FILL (2)-#5 CONT. HOOKED CONCRETE FOOTING 2)CORNER LOCATIONS SHALL RE PER DETAIL'L*ON THIS TIED AT CORNIERS SHEET. MIN is' 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, - �_12" -1 OCSION SPECIFICATIONS FOR WOOD CONSTRUCTION. 3)INSTALL COUPLERS,WASHERS&NUTS WHERE REOUIRED POST STRAPPING VERT. RODS SHALL BE H( )K,D 6' INTO PER DETAIL"J'ON THIS SHEET AND PER MANUFACTURER'S 7, 2) A SIRUCTURAL WOOD MEMBERS SHALL HAVE THE FOLLOWING MIN. DESION VALUES: FOO11NOS 0 BOTTOM AND `12.' INTO SLAB (2)-#5 CONT. H BOLT RUN DETAIL R�COMMENDATIONS, TOP & BOTTOM 0 TOP, FOR HORIZ. REINF IRI:EMENT COKED TURN DOWN SLABI DETAIL -(TYP) USE & TIED AT CORNERS MT,S.) L111 LL. MIN. 18" 0 GARAGE SAWN LUMBER LAM, VENEER LUMBER z 9 go, HORIZ, JOINT RE NFORCEMENT I Fit - 1120 PSI Fb - 2.600 PSI -ri i IV F� i ON 16" D.C. (MAX.) Fv = 90 PSI Fv - 285 PSI Fc1 = 565 PSI E = 1,900,000 PSI 413" (MAX.) OR 20`� Fc = 1,455 PSI CONSULT ENGINEER BLOCKING REQ'D. = 1.500.000 Psi TURN DOWN SLAB DETAIL DE"EEN OUTRIGGERS 3) ROOF & WALL SHEATHING SHALL BE 7/16- ORIENTAL STRAND BOARDS (OSB) OR BETTER, 20"(W)x 10"(H) CONCRETE FOOTING 2X4 ELOCKjN0 0 SHEAIHINO JOINT 2x4 OUIRIGGER /-HURRICANE CLIP H-2�5 CONT. 2x4 SCAB FROM TOP TO SPAN RATED AS SHOWN ON THE DRAWINGS, REINFORCED W/(2)-#5 ROOS CONT. EXCEPT @ GARAGE 4" FROM CABLE ENO U-HANCIER 0 48* O.0 OR EQUAL 0 4a" D.C. BOTTOM CHOHO To SERVE 7/16- STRUCTURAL ROOF SHEATHING - 2x4 BARGE RAFTER CONT. FOR X-BRACING 0 a, o.c. PROMDE CLIP FOR 4oO 1b.g. 4) ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACTED WITH MASONRY, CONCRETE TYPICAL FOUNDATION DETAIL - - - - - - - - - - - - OF LATERAL SHEAR OR SOIL SHALL BE PRESSURE-TREATED. /-6x6xlo/lo W.W.F. x r- BOTTOM CHORD OF COMMON SHINGLE STRIP TRUSSES 0 24" O.C. BOTTOM CHORD OF OADLE END IRUSS FASCIA 12d NAILS 0 B* OC, 5) CONTRACTOR SHALL PROVIDE ALL FASfENING DEVICES NECESSARY AND SUFfED FOR EACH APPLICATION, FASTENING SUBJECT TO MOISTURE SHALL BE HOT-DIPPED GALVMIZED TO ASTM A-153-80. M TOP CHORD OF OABLE END (3) 12d NAILS SCHEDULE A (2)-#5 RODS coNr. a Ole. TRUSS DROP 3-1/2' /-DOUBLE TOP PLATE 6) ALL METAL CONNECTIONS AND FABRICATIONS SHALL COMPLY WITH A.I.S.C. SPECIFICATIONS, FASTENING SUBJECT TO MOISTURE SHALL BE HOT-DIPPED'GALVANIZED '10 ASTM A-153-80. ROOF TRUSSES STRAPPING SCHEDULE TO TOP PL/ TE OF BEARING WALLS (PRE-ENGINEERED FRAMING) 2x4 SCAB CONT. TOP To MAX. 7) SOLID BLOCK ALL JOIST AND RAFTERS AT POINT OF SUPPORT. BOTTOM CHORD 0 8 It. OPENING INTERIbR STEP DOWN DETAIL FROM CABLE 8) GRADE OF LUMBER TO BE USED FOR THE FABRICATION OF STUD WALLS MAY BE SPF 92 TRUSS No. Of? UPLIFT TRUSS To TOP 'Top PLATE$ TC FOOTINGS - - - - - - - --- - - - - - - - - - - - - INSfFAD OF SYP #2. DESIGNATION 4 (lbs) PLATE OR TO STUD CONf. 2x4 SCAB FROM TOP 10 2x4 SLOCKMO(P 48"O,C. BETWEEN BOTTOM CHORD 0 X-SRACING OAOLK END TRUSS AND FIRST GATOR BOLT SOLE PLATE $HALL BE (PROMDE ADDITIONAL 2x,I'� AT COMMON TRUSS ALL TRUSS ENDS ANCHORED TO SLAB W/ 2x4 SCAB IF VERT VERTICAL IF HIGHER 'THAN 48" EXCEPT ONES L5,r it"ISIMfI500, 1/2"0 CATOR 1304TS S AC!D AS 2x4 STUDS 1/2"0 GATOR BOLTS SPACED WEB IS NOT PRESENT TO FORM AN "L"SHAPE) OUTLINED BELOW 0--(TS SHOWN ON SHEET j a 1. 1, CUNT. 2x4xa'#2 SYP, LATERAL SCH DULE WIST, IT*IZIVF DRAM 0�44' O.C. j. 711 B" MISCELLANEOUS FASTENING SCHEDULE _f 16 O-C- PER SHEET ADDITIONAL EXP� BOLTS MAY BE NEEDED PER (3) 1241 NAILS (TYP BOTTOM CHORO OF ISOMETRIC VIEW AT X-EIRACING (3) 12d NAILS C�41 FASTENER NUMBER OR SPACING 15 'ril 6x6xlo/lo W.W.F SHEAR VIALL TABLE ON SHEET #9 1 GAULC END TRUSS SHOWING LATERAL BRACE TO ._ _.I - Tio 176 L 6-rz,%I�APS,01" 1/2'il GATOR 13OLIS 5 AC 10 AS I - 1� GABLE END TRUSS 'Top o 4 SOLE PLATE TO STUD. END NAIL 16d COMMON 2 SHOWN ON SHEET I x -2x4 TOP PLATE PLATFORM FRAMING- (2) SIVO 0 SOLE PLATE, TOE NAIL 8d COMMON 4 to n e-imm WA)*Dowg v rVgs 41 CONT. 2x4x8' #2 5YP--1 DOUBL STUDS. FACE NAL 10d COMMON 24'O.C. it SCLI (oct v ZF_ 2x4 STUDS 9 10' 0.0, UOUSL` TOP PLATES, FACE NAIL 10d COMMON 1185 \.41 LIT7.o6: Suvl?sop. LATERAL GRACE 0 16" D.C. TOP P�k[CS, LAP AND INTERSECTIONS FACE NAIL - 2-16d OR 3-iOd COMMON TT 2x4 BLOCKING 0 24' 0. CAD FILE NAME CONTII,UOUS HEADER, TWO PIECES I Od COMMON 16* O.C. ALONG EA. EDGE BETWEEN CABLE &FIRST TRUSS To n_ (2)-#S RODS CONT. CLIP a 413" D.C.. CLIP MUST-77 LOT P 0 V-Il�'D r� CO PLYWO)I) & PAR71CLEBOARD SHEATHING: NIA' PROVIDE A MIN. 400 Ras OF $1,11EAR, 'I ---------------- 20" (�-,L DRAWING NO. 1. ANII ROOF 7/16 OR GREATER 8d COMMON 6" D.C. EDGES & INTERIOR THICKEN SLAB DETAIL PLATFORM FRAMING H 8"D.C. INTERMEDIATE To GABLE END APPROVED BY: WALL 7/16' OR GREATER 8d COMMON 6" 0.0, EDGES & * 'T I C'D OV N/19 NOTE: (N,T.S,) VRAVVU 13YI 12" D.C. INTERMEDIAT 6 ki 9 5 UNSRACED LENGTH OF X-EIRACING MAY APFROYEo Byt LJG MISC. FOUNDATION DETAILS NOT EXCEED 10 It., IF LENGTH DOES sl�IEE`f MO. FLOORI 8d COMMON 6" O.C, EDGES & 4 SEE TRUSS ENGINEERJUD,BY" At PINE FOR TRUSS DeSIONATION, EXCEED 10 It.. ADDITIONAL SCAB Iq RE0. 3/4' T&G PLYWOOD 12" D.C. INTERMEDIATE DAICt LOUIS GABR J P,E, SCALE. AS NOTED /o A OF