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Ocean Boulevard 1224 J � W r 1 Z '1'oc. MAX Q 4'oc. MAX NOTE 3 i XY THREADED ROD FROM FOUNDATION m TO DOUBLE TOP PLATE. ( 7" EMBEDMENT) I �" XZ" THREADED ROD FROM FOUNDATION TO 5EGOND FLOOR TOP PLATE. ( T EMBEDMENT) u rT, THREADED ROD FROM FOUNDATION z = I TO DOUBLE TOP PLATE. ( 12" EMBEDMENT) �/a" tNREADED ROD —// I �T a Y2" THREADED ROD FROM FOUNDATION Q TO 5EGOND FLOOR TOP PLATE. ( 12" EMBEDMENT) NCS I o o z , J ��RA�� � o -1 ce ca TYPICAL THREADED ROD NOTES: Lit USE TYPICAL BETWEEN FLOOR 3IF SPACING OF THREADED RODS STRAPPING DETAIL WHERE SECOND — EXCEED 5-0"oc.THEN ADDITIONAL FLOOR WALLS ARE BUILT ABOVE ANCHORS SHALL BE ADDED TO THE IL BEAMS. CLIP DOUBLE PLATE TO STUD SILL AT A MAXIMUM SPACING OF • I ( • w/SPH4 CLIPS at 32"oc. (TYPICAL) 5-0"oc. USE 1/2" EPDXIED ANCHORS WITH A 5" EMBEDMENT. • m 2 IF HEADER LENGTH EXCEEDS RODTHREADED ROD SHALL BE ( • 4 I I SPACING NOTED THEN SST-SPH4 CONTINUOUS FROM FOUNDATION 9 OR SST- LSTA18 SHALL BE TO SECOND FLOOR TOP PLATE IN F/g" TPREADED POD PLATE TO ACHIEVE PROPER OPENINGS IN THE WALLS. INSTALLED FROM HEADER TO TOP ALL LOCATIONS ALLOWED BYno I r 1 SPACING r • ^ 4'oc. MAX �y -7 oc. MAX W co NOTES TH AD OID LA�"*�OUTIT o _ Nr� • ]''n Gy- WN N I-- O C'7 U)�4 O Z LLj J LL • ' }' J I _ a-Lu J Z O • SECOND FLOOR J ~LL O N DOUBLE (D = Y TOP PLATE U 00 00 THREADED ROD N CD rn A55EMPLY MGT ON ROD AT 4x4 PT POST 5TRAPPED TO BEAM /POST BELOW w/ OFFSET THREADED ROD � TRUSS 13-01 I M6TA36 5TRAP AND w/ (2) SIMPSON H& CLIPS I W • ( AT BEAM ABOVE or USE �J PEWACAST DETAIL. (TYPICAL) I r ll-- SECOND FLOOR OPENING I � • OFFSET IN TI4READED -����] b" RODS F- 7 r� MAX 2" x y8" WASHER 4 NUT (TYPICAL) - I I FLOOR SYSTEM 41 wV FIRST FLOOR = L .,. THREADED ROD II � AS5EM5LY 7- ",o o �FIF,5T FLOOR J OPENING " L r C IC. SFET: OFF5ET ROD FOR ALIGNMENT BETWEEN FLOORS S � 3 U3-24-U3 lZZ�- Own �l Y rEOORS- E E LO AD= 49psf JAD LOAD= 15psf ARPET or WOOD) W DEAD LOAD= 20psf (TILE) _ DEFLECTION CRITERIA: SIMPSON LU528 T CARPET or WOOD= L/480 LL HT530AT BEAM 1i L/240 DL HANGER (TYPICAL) TILE= L/600 LL (� TYPICAL EDGE STI41Pj L1360 DL ` 0 - - - 10 ROOF(TRUSS} 2 2 x 12 2 2 x rr a = 3.0' �, LIVE LOAD= TC 20psf BC 10psf , DURATION FACTOR: 1.25 (� DEAD LOAD= TC 7psf Y _ TYPICAL INTERIOR ZONE (4) BCSpsf —... 2X PTI' _ �' ROOF(CONY.FRAME)- .j X � DE K fb _ __._ ._ RAFTER LOAD= 20 sf LL C] C4 a \Q QL -. 10psf DL w p � V DURATION FACTOR: 1.25 O at q CV CEILING LOAD= 20psf LL Q Z OL 10psf DL DOUBLE I `� 2 ;t 2 �I 10 OL 0 �" 2 BUILDING CODE:2001 FLORIDA BUILDING CODE r _ E J WIND DESIGN METHOD ASCE 7-98 z lLl BASIC WIND SPEED: 120 mph H _ _ Q <v L� � W� Ilr�" --- --'- `-' BUILDING CATEGORY:II OQ III 0 U Ly W 4 WIND IMPORTANCE FACTOR: 1.00 - —__.. — -.... -C4 I,lat 1 d ffl U EXI�TINC� �- w II � X Izx8;�P7�i E i[ n mdq cn II I � � WIND EXPOSURE:C U - .� F III tY N ul DESIGN FOR ENCLOSED SIRUCTURE vo z } II�(S) (2) STUD BUILT-UP POST ,y 0[- WIND PRESSURES ON WINDOWS & DOORS (psf) U (�A E3 -SOL�- Enclosed Structure IIIA-- BETWEEN L R5 2 2 x 1m O III �/ AREA OF OPENING EDGE STRIP (5) INTERIOR ZONE (4) J 41 to x 11 � :. .....-__ ...._._ , Pos Neg Pos Neg o L J II ---. I D to 20 sf 34.0 45.5 34.0 36.9 (, 'CV 20.1 to 50 sf 32.5 -42.3 32.5 -35.4 50.1 to 100 sf 30.5 -38.3 30.5 -33.4 Nl - 100.1 to 200 sf 28.8 -35.4 28.8 -31.7 III ® ALL DECK FRAMING MATERIALS 200.1 to 500 sf 27,4 -32.3 27.4 -30.2 U SHALL BE PRESSURE TREATED. ease Design Pressure 2a.so GCP1 III �X 2x PTI�DE K ���`, O IIS -IMPSON LU521SrD at 6 IT III N>�zF�PIc.aL�.. WIND-BORNE DEBRIS PROTECTION FASTENING lipff .f 2 2x12 2 - 2x8 � �� SCHEDULE FOR 7/16 OSB or 15/32 CDX - ----- - 2 - 2 x 10 FASTENER TYPE FASTENER SPACING (in.) J Z HT53>a AT B>cAM 2x12 RIM JOIST 2x8 PT RIM JOIST (TYPICAL) (TYPICAL) PANEL SPAN < 2 ft <PANEL 4 ft < PANEL 6 ft < PANEL FIRST FLOOR vSHE ARWAL L LAYOUT 2 ft SPAN < 4 ft SPAN < 6 ft SPAN < 2 ft 2 1/2" # 6 WOOD SCREWS 16 16 12 9 2 1/2 # 8 WOOD SCREWS 16 16 16 12 DOUBLE-HEADED NAILS M 10d COM or 12d BOX 12 6 4 3 N 1 C) 1 112" X #8 MACHINET n ^ W N N SCREW IN THREADED �J „� N F— N INSERT 16 16 16 12 � co n M ^ LLQ C'7 Note: Fasteners shall be installed at opposing ends of the wood panel. Q uj x IY J LL- I6�-O" NOTE: THIS STRUCTURE WILL eE � CU wo >_ CONSTRUCTED WITH STORM °- J z o 2 - 2 x 12 (TYP) SHUTTERS OVER ALL WINDOWS LL � o CO N OPEN PORCH CEILING REQUIREMENTS: AND Gj..,�'�rZED DOORS. � = V CO MINIMUM /8 SHEATHING REQUIRED ON * A C A EXTERIOR CEILINGS- NAILED WITH rod ALTERNATE: INSTALL ALL (1�PACT RES15TANT � COM or BOX AT 6"oc, ON EDGES AND CLASS AT ALL EXTERIOR GLAZED OPENINGS. 12"ac, IN THE FIELD. (TYPICAL) N 1 � � 5HEARVIIIIIIIALL LEGEND 4k SHEARWALLS NAILED AT III"or-, ON EDGES •r _ N 4x4 PT P05T STRAPPED TO BEAM /P05T BELOW w/ AND 12"oc. IN INTERMEDIATE SUPPORTS r�r, M5TA36 STRAP AND w/ (2) SIMPSON 1-46 CLIPS WITH Sd COMMON NAILS. v N At BEAM ABOVE or USE ,- '•,,. ter. x FERMACAST DETAIL. (TYPICAL) 5HEARWALL5 NAILED AT 3"oc_ ON EDGES N AND 12"oc. IN INTERMEDIATE SUPPORTS •:' / • ' WITH Sd COMMON NAILS. -( ' xa 4 ol (2) STUD BUILT-UP POST -U AT B-ml, BLOCK SOLID r C2 'C`°' BETWEEN FLOORS. • •• `� NOTE CONSTRUCT SHEARWALLS WITH %6" 055 or %" CDX (U.ON-) NOTE REFER TO SHEET 5-1 FOR STRUCTURAL DETAILS- a NOTE- ALL LOAD BEARING HEADERS SHALL BE ^ A MINIMUM OF (2) 2x6 No.2 or BT 5YP (U.O.N-) �) 2 - 2 x 12 (TYP) V -1� SHEET:SECOND FLOOR SHEARWALL LAYOUT IS -2 1 U3-24-U3 1224 n U.0-n NVd PUCE INUPPER PLATESrAWMAL STI iD T BI F. n - I.ALL LAPS IN TOP PLATE OF L3EARINS WALLS 51-IALL BE A MINIMUM OF 4'-0" AND NAILED WITH 12- 16d COM CEILING No. 2 SPF No, 2 SYP No. 1 SYP I MINIMUM 12- 16d or NAILS OR 16- 3"x .131' GUN NAILS. HEIGHT x x x x x x 16- .131" x 3" I N THIS �•ALL 6ABLR i~NDS SHALL BE BALLOON FRAMED OR BRICK VENEER WITH 1" AIR SPACE (ZONE (TOTAL) DOUBLE PLATE (NAIL w/ BRACED PER vETAIL. " 8 ft. 18"oc. 24"oc. 18'oc. 24"ac. 18"oc, 24"oc. \_AND WALL TIES AT i Voc, VERT. AND AT •0 SPLICE IN LOWER PLATE " " S.ALL SF ARYrAl15 SH/1LL NAILED A7 7J'aa.CNZ 6" or,. 9 ft. 16'oe. 24'oc. 16"oc. 24'oc. 16"0c, 24'oc- 32' vs HORIZONTAL .131" X 3 0 8 oC. " WEEP HOLES 48'oc, CLEAN COMPACTED FILL I I STAGGERED (A5 COM ON ALL Jqj AND 12 ac. INTI DIATE 10 ft. 16"oc. 24"oc. 16bc. 24"oc. 16 nc, 24"ac. VA/bd COM NAILS N,O.NJ BLoGK ALL UNSUPPORTED 4' or GREATER ED6E5 WITH 2x4•PLAT WI5E BLOCKIN6. 5HEARWALL5 11 ft. N/A 24"oe. N/A 24"oe, N/A 24'oc. SHALL BE 15/32'CDx OR 7/16'C5.NA.N) 1 #5 CONT. g" MIN. SPLICE 24'oe. 24"ac. 1/2' ROD ASSEMBLY A7 NOTED SPACING I I 4,5Tt7JW HEADER 5TUP5 TO DOUBLE TOP PLATE ra/ 12 ft. N A N A 24 oc. N A '� AND EMBEDMENT STU 5PIHS NAILSAT EACH NDR 12- .IOF x}�ERGU� L.�17-IOd 13 ft. N/A 24"oc, N/A 24"oc. N/A 24 oc. GALV. FLASHING ROD CENTERED ON DOUBLE14 ft. N/A 16"oc, N/A N/A 24"ac. LU 2- 2x_ TOP PLATE TOP PLATE 5.HEADER STUD` AND HEADER CRIPPLES SHOULD BE za oc. � 6x6, 10x1 D WWM OR NAILED TOLE-I I7=R AT 6"oc.w/12d GUN NAILS(.13lx 15 ft. N/A I Voc, N/A 16 oc, N/A 24 oc. U '}�\ TOP JOINTS OR ROD ON 31)STA6e eREI?, CLIP UNIT TO 5HOE PLATE WITH a- FIBERMESH REINFORCEMENT 2x- STUDS NAILED TO EACH EACH SIDE WITHIN 12" OF I-SPH4/6 GLI?AND NAIL WITH 12- IOd x 1 1/2 NAILS 18 ft. N/A 11I N/A 12"oc. N/A 18"oc, z I OTHER w/ .131" z S" 0 8"oC. TF HIS F D 0 CC JOINT. NON) r o s A3_t;-rP_ s s R�,. URi s,' ;h��,.°i a F N-iDH1 i I ss I�;;ri��ern }�-- STAGGERED 6.ALL WINDOW AND DOOR COMPONENTS MUST BE DE516NED I ROD WITHIN 12" ON EITHER TO WITHSTANP THE PE516N WINP LOADS. - GRADE TYPICAL THICKENED EDGE FOOTING '1.ALL CONNECTORS ARE Simpson Oil EGIUAL,NON) O SIDE OF BOTTOM DOUBLE P •---sa' al'.�Or.;_� ,�•�s-_s_1cl�a'c�.�_•Fss I:..r,.>La_�Ie���;,s., s.I,c�E j 6 MIL VAPOR BARRIER OVER PLATE JOINTS. 5.FOUNDATION DIE516N 15 BA` ON MINIMUM SOIL 01 S'7� �nF $CP 'C= .CnD CCR CN 51 CR' =:�C=S TREATED AND COMPACTED FILL I ti¢" THREADED ROD BLOCKING OR SOLID (MIN. (3) 12" BEARINS CAPACITY OF 2p00 PSf. s 1' I ASSEMBLY AS NOTED BLOCKS) NAILED w/ 4- .131" z 3" NAILS 3 #5'9 CONT. 2,� STUDS NAILING SCHEDULE } - MIN. 25" LAP 0 CORNERS I ROD OR BOLT WITHIN I 12" ON EACH SIDE REVISED 11/25/02 OF BREAK 4- .131" X 3" NAILS AT EACH W _ y4" T&O STURDI_FLOOR BLOCK CONNECTION TYPICAL NAILING ALTERNATE NAILING 1 ALTERNATE NAILING 2 2 STORY CONDITION DECAING NAILED AT 6"o0. fi -� ON EDGES AND 1S'oc. IN cur CUT LL'NGTH SHALL BE 36" I ROD PLACED WITHIN 12" OF NOTES ON THREADED ROD 1N57AL_L_ATION, , h -? THE FIELD, USE 6d RING cs=rB FOR 16" DEEP JOIST E CH SIDE OF CORNERS La In double late 12 16d common 16-0.131"x 3114" un nails 20 12d sinkers v ' ' n T A TYPICAL MONOLITHIC w/ BRIGIC VENEER SHANK OR SCREIF SHANIC 8 T o.c.on edges and 12"o.c.in the 1) RODS REGIIIRE A MINIMUM LENGTH OF (I) l3P.i2 DIAMETER THREADED INTO GQUPLING. � v �J Bd COMMONS XAY ALSO BE LLL 111 USELL field writh&!common, box,screw 5'o.c.on edges and 12'o.C. in the 4"o c, on edges and 8 o.c. in the LOOK BEAM AS NOTED �IATE BREAK SW-shearwall shank or ringshank field with 0.131"x 21/7'gun nails field vAb 0.095'x 2" un nails 2) MULTIPLE RODS MAY t'�E CONNECTED WlTN COUPLING TO FORM ONE ROD. 3 o.c.on edges and 12'o,c. in the 3) ON INTERIOR APPLIGATION5-(6RKATER THAN 5" FROM EI OF SLAPS) A � �.�. T field with 8d common,box,screw To c.on edges and 17'o.c. In the 1/2" x 7" k-eV6E ANCHOR GAN BE U5E0 TO ANCHOR THE RODS. L 71'PIGAL FRAMINb OF CORNERS AND PLhTE LAPS g S 3 -sheaNvall shank or ring shank field with 0.131"x 2 1/2'gun nails c� Provtda mtn,tmwn P 5'o.c.on all supports with 8d T o.c. on all Supports with 0.131"x 2 4) THE NUT A7 THE TOP SHALL EiE SNUGGED WITH THE ROP STRAIGHT AND THEN ONE I I I j end distance Simpson Strung-T{e ENC.&PART.ENC. 1/2"or common,ring shank or screw 1/2"smooth, ring or annular shank gun ADDITIONAL FULL TURN OF THE NUT SHALL BE APPLIED TO ACHIEVE PROPER TENSION NAIL w/ 11 - /Od C1DM CS16 AT 3Er OC, 7/16"Roof 5hea1fljn T IN EACH END LENGTH g shank,4"e.c.edge nailing within 4 rails,4"e.c.edge nailing within 4 of 5) THE MAXIMUM SPACING OF ANCHOR BOLTS ON EXTERIOR WALLS,ON THE SILL PLATE ( TOP AND BOTTOM ) 120 MPH of roof edge and rid s roof edge 15 60" oe. THEREFORE IF RODS ARE SPACED GREATER THAN 5'-0" THEN ADDITIONAL 2 I 11-10d commons in each end (22 ANCHOR BOLTS NEED TO BE IN5TALLED, 1/2" EPDXIED ANCHORS(5" EMBEDMENT) I2x4 PT SILL Sirrpson LSTA30 total) w/ I" WA5HER MAY BE USED FOR 1/2' x 10" ANCHOR 60LT5 IN THIS APPLICATION. I 1/2' ROD ASSEMBLY AT NOTED SPACING TYPICAL 2-STORY BETWEEN FLOOR STRAPPING AT WALL DYER BEAM 9-10d commons in each end (18 LL Sj tT son LSTA24 total 6) THE TOLERANCE ON ROD PLACEMENT SHALL BE +/- 6". L-I__ I TRUSS 10-1O commons in each end O SCALE: NTS T) MINIMUM EMBEDMENT FOR ANCHOR BOLTS OR THREADED RODS INTO FOUNDATION Si son HTS30 (20 total L n � a%e, toxt0 WWM OR } SHALL � -f" MINIMUM, s FIBERMESH REINFORCEMENT ,-3-16d COM 0 EA, 13-10d commons in each end 5) SHOULD A HEADER LENGTH EXGEED 4b' . INSTALL 55T- 5PH4/(6 or SST- L5TAI5 J Q Sin son MSTA36 } W BLOCK (TYP.) Si son SPH4 12-10d xt1t1/2'nails STRAP FROM HEADER TO TOP PLATE AT 32"oc. O " � ,•• • .: � Simpson H2.5A 10-Bd commons(Total) BOTTOM OF SLAB —3-12d COM (TYP.) (2)10-10d x 1 1/2'in rafter, 10-10d a MIL VAPOR aARRIER OVER IN ERIOR BEARING FOOTINIG �• Sin son H16 x 1 112"in plate ' TREATED AND COMPACTED FILL ' ——_—i MIN. _ ___ _____�_ 1�2 THREADED ROD ASSEMBLY I 2x4 BLOCKING ® 24 oc. (U,O.N.) 1z~ Vol� SPACED AS NOTED ., �—#5's CONTINUOS Sin son LTS12 5-1 Od commons in rafter& lates 5-1 Od x 1 1/2'nails in rafter&plates • j� 7-0.148"'x 1 112"nails in rafter& TRLIFF or BEAM 2 111 CONT. PLUMBING WASTE LINE SHEARWALL Si son MTS12 7-1O commons in rafter&plates plates p MIN. 25" LAP O CORNERS W " 2 STORY CONDITION. USE Si n son LTA1 12-10d x 1 1/2' 1/2"NJ7 d 19"WIDTH & 3 # 5's CONT, Si son PHD8 24-114'x 3"SDS screws _—HTTI6,HT1-22,M5T(A5 NOTED) • TYPICAL INTERIOR 5HEARWALL TO TRU55 CONNECTION Sj son MGT 22 10d commons r TYPICAL MONOLITHIC FOOTING 4•' MIN BOTTOM OF SLAB z Si son HTT16 18-16d commons 4 c r INTERIOR BEARING FOOTING Si rtson HTT22 32-16 I sinkers TOP PLATE `.' S�2_r� ---�-•----� ---�—#5'9 CONTINUOS 4' CONCRETE SLAB w/ — PLUMBING WASTE LINE 6x6, 10x10 WWM OR g FIBERMESH REINF. LOWER REBAR AND FOOTING IF NECESSARY ROD ATTACHMENT TO HOL•DOWN AT TRUSS/BEAM J + _L Y 4 e ; THREADED ROD ASSEMBLY(SEE DETAIU I Pe 2-2x_RAISED HEADERABEAM u 6 MIL VAPOR BARRIER OVER T PLUMBING PENETRATINb INTERIOR BEARING FOOTING �� 1�. SPp� yy �x4 LOOKOUTS _ 1 2x4 FLATH15E LOPKUIICS LA TREATED & COMPACTED FILL 48"oc.FOR WEi21 WN6 Q ]6- (1) # 5's CONT. H25A'GLI (TYPIC J 0 TYPICAL NON-BEARING STEP FOOTINGif C-�A$LE END WALL ROD LO A5 NOTED DON LAYOUT ^ w 5TUI75 a 16"oc. ~ CQ y I ( CLIP AT 48"oc (�- IOd IN RAFTER SIMPSON LTP4 .� CO 0 J THREADED ROD ASSEMBLY(SEE DETAIL) MIN. I'"SPACE BETWEEI.1 TOP I I I USE SIMPSON W 2x—HFADER/BEAM '4 OF STUD AND Ist NAIL. COIL STRA i7C� a REFER TO WALL SECTION FOR TYPICAL ANCHORS SPH% OR STUDS at Ib"ro . a 4b"oc. �D a OPENINGS 35' or LUG I t SIMPSON LSTA18 1/2"SPACER BETWEEN 1 R5 (`)- IOd IN STUD Q SHALL USE (1) KING STRAP AT 32"oc. � I L5TAI2 STRAP-LENGTH AS - 1 #5 CONT. & (1) CRIPPLE I ( ON HEADER 1 3"x 3'xyb'WASHER (5th LAYOUT) w W 5 OPENINGS BETWEEN NOTE: GREATER THAN REC2lll�. Li 4" CONC. SLAB 2500psi w/ 36' - W-0" TYPICAL STRAPPING (UNC) 48" (U.O•N•) SHALL USE (2) KING STUDS 2 FIBERMESH OR 6x6-10/10 WWM & (2) CRIPPLES. NOT USED OD ATTACHMENT TO HOLDOWN TO BEAM AT OPENING QGABLE END FRAMING FOR PLATFORM FRAMING 5A11LE END FRAMIN5 FOR BALLOON FRAMING W C) •'+' IF OPENINGS EXCEEDS 8'-0' I I 7e" THREADED ROD ' IN WIDTH SEE PLAN. ASSEMBLY WITHIN 5' EC. O GRADE r' I I OF KING STUDS. .',r '. . V ANCHOR BOLT �. ;,�1.,•.;".r CLEAN, TREATED, COMPACTED FILL I I ASSEMBLY SHALL 9E jLr' SHOUI CO HEADERELENGTH� ---> 15/32" CDX MAY BE USED IN LIEU OF 7/16" OSB C --- U r EXCEED 5'-0' co REFER TO WALL SECTION FOR FOOTING Me Lo Z PRE—ENGINEERED TRUSSES AT 24" OC. 5 TYPICAL FOUNDATION IN GARAGE r� 12�o ROOF SHINGLES OVER 15# FELT D 3" x 3" x 1/4" WASHER & 1/2" NUT (TYPICAL CORNICE DETAIL A5 TYPICAL HEADER STRAPPING •" •' .• •`'' r T � PER BUILDER'S SPECS Q c/ z 7/16" OSB SHEATHING NAILED AS PER NAILING SCHEDULE I , 2 x 4 STUDS ® 16" O.C. %" THREADED R^D rnDFLIhJa ,��.� �' �• i OPT ION J No. 2 or 9t. SPF 1/2" NUT n 1/2' ROD ASSEMBLY AT NOTED SPACING AND EMBEDMENT W 3" x 3'° x I/4" WASHER HURRICANE ANCHOR AT EACH TRUSS // ' z 1/2" x 7- WEDGE ANCHORS MUST BE INSTALLED ( SEE SCHEDULE ) I ', , '`' 10 4 BETWEEN RODS AT MAXIMUM OF 48"oc, T&G �T r<CI , , FL R�n� TnIN,:rLIJEL' i ,....,.' 4' CONCRETE SLAB w/ NOTE: IF THE INTERIOR PITCH OF A VAULTED CEILING AND NAILED; W`6d COM CR RIM'O�'-HANKat6"cc. _ 6x6, IOxtO WWM OR ON EDGES AND 12"0c, IN FIELD. FIBERMESH REINF. EXCEEDS 1/2 OF THE EXTERIOR PITCH DO NOT USE . (2) 2x_ SYP DOUBLE TOP PLATE - 6 MIL VAPOR BARRIER OVER o TREATED & COMPACTED FILL L Q w THIS DETAIL THE GABLE WALL SHALL BE BALLOON FRAMED, 1/2.. ROD ASSEMBLY AT NOTED SPACING W 4 • r :• 4. CORNICE DETAIL A5 A307 ROD or EQUAL d.. m PER BUILDER'S SPECS 2x_ SPF #2 STUDS AT 16" OC. O (SEE STUD TABLE FOR SIZES O z g' 1 -4" g' (2) # 5'9 GOUT. ,- s7KL�ruRAL ROOFsr''ca l ll�, , ( AND SPACING AT VARIOUS HEIGHTS) II . - r Q NOTE: FOR 2-STORY CONDITION NOTE:�,"H';;rl PANEL SHEATr LNG MAY BE SUBSTITUTED � � � m u USE 1'-8" WIDTH w/ 3 15's CONT. 2A 00;I0CLR f,aS cc. FOR%e"CSB SHEATHING SPECIFIED''.rITH A 'Y,.EDGE I I �� �+ N j E,Cr"CIfdWRE`:UIREL_gE •:',`ENCUiRr_C� R.S HLRR'SANE CLIP H25CREQUAL NAILING PATI ERN.NAIL',ii/+6dG L'v.COMI'VIONS at Toc. 7/16" OSB SHEATHING NAILED 6 oc. ON EDGES � � ` - ON ALL EDGES AND SUPPORTS. ( & 12"Lac. ON INTERMEDIATE SUPPORTS W/ 8d BOX NAILS I (2) 2x— SYP DOUBLE TOP PLATE N Q TYPICAL INTERIOR 5EARING FOOTINb sir:,PsON w7 BJP JE \.I CR CC' T zRA e��cc�Ir,c 2sHE;.r­'Irdc jOIr�T 2x4 UNLESS OTHERWISE NOTED ON SHEARWALL IAYOU Y a' RCM; RLE EhI gH NGLE s tP NUT AND I" WASHER 2 % 4 SPUDS O 16" O.C. ^rn, 1/2" A301 ROD THREADED 4" CONC. SLAB 2500ps1 W/ " 2�as.,,n., �� � ago _ ,� _ ,,,, AT ENDS or � 2x_, PT SILL 4 CONC. SLAB 2500psi w/ No. 2 or Bt. SPF n.1 O ToPCHCRCCF;4,31_<<f•IDTRLSS EPDXY INTO SLAB or FIBERMESH OR 6x6-10/10 WWM FIBERMESH OR 6x6-10/10 WWM N E„I DROP 312" 1/2 ALL THREADED ROD CHORC�8'FRCP:+C SLE FOOTING o /2' ROD ASSEMBLY AT NOTED SPACING AND EMBEDMENT CONT.2xd5Ca_IP.Or,1-i OF,TO 1/2" THREADED GOUPLING� U5E 51MPSON "SET" w 3 1�d rI,;LS rvFtC;:L;:T W honil 13C77CPn CHORD�Y-G�AC�I.C �,x:sR�y,rlr EPDXY ��I WASHER. . .1/Y x 7" WEDGE ANCHORS MUST BE INSTALLED F .O';I .ED:�;1-1OrdLuxes. ALT: 51T- 5 N 1/2 ROD ASSEMBLY AT NOTED SPACING X BETWEEN RODS AT MAXIMUM OF 48"oc. 2h4 c _ r =nT ,`iE3 S 1 O r ;fv"L" h' Pr.' " A307 ROD 0r EQUAL ER T c;. F H G ER HIAw ,a "ACRYLIC TIE" , . 8 n 4" CONCRETE SLAB w/ rd Ory OR S I/2� X IO ANCHOR SoLT •:r•::�. _ ...r:• ; z ( T1 EMBEDMENT t. '� 6 MIL VAPOR BARRIER OVER o 6x6, 10x1O WWM OR FR SFr I 6 MIL VAPOR BARRIER OVER 1 " �,�;;..:;: e" TREATED AND COMPACTED FILL �"o�' FIBERMESH REINF. 'OE NAIL TRUSS?OOC�JULE __ - • :•ti;r4 1CL w PLd?E w 18d COF,I 5"mac. •` z� _ caPaT Y4,� .2,iPL�'ERAI. FOUNDATION TREATED AND COMPACTED FILL s" U4 4" % f` �, 'CTl nr.l CNG�D JF CA;C_E W r EbID.rR!iiSB / , W; — ` 5 NT. 3 #5's CONT. Q wm- 2 # sC0 " �� o • •" •' EI�L� 1Ce& -0 MIN. 25" LAP 0 CORNERS a E7';ttI AEI F D ; 2 axe'pP PLrE „ a' 6 MIL VAPOR BARRIER OVER �._�s MIN. 25 LAP 0 CORNERS C �' ' ••' TREATED & COMPACTED FILL �, O s❑ _ LU MPS„J LPI-; 488`C-_ (Y LI lL K (z) d 5's conlr. MINIMUM -" EMBEDMENT j' V-4- 2xa X-uRACE�� 2x4 SrUCS��18'cc, NOTE: FOR 2-STORY CONDITION ( OR A5 NOTED ) w USE 1'-8' WIDTH w/ 3 1111 CONT. i ALL rAELIGERS SHALL?E 5'r P 'LEL r. TYPICAL GABLE END ( X-BRACING ) ALTERNATE EMBEDMENT METHODS FOR THREADED ROD5 F:: �� TYPICAL INTERIOR BEARING STEP F00TINb SCALE: 3/8" 1'-0" 51NGLE 5TORY EXTERIOR WALL SECTION TWO 5TORY EXTERIOR WALL 5EGTION r 2 IZZq d c a rp _�l Vd A =FIERI! ChESIf:r11 CRITERIA: ROOFING: Codes: 1 . Roofin shall ;ompl l�t�ith 2rr,1 FSC Chapter 15. 201 Florida Building Code, ,=.SSE 7-90-3, ACI, /-',,.TIC, ('JAS, r`kWP,==., APA, (Latest addition U.O.N). 2. asphalt shingles shall be designed for the applicable wind zone of the structure. GEH_PIA! HOTES: 3. Follow the manufacturer's attachment schedule for the wind zone of the structure. 1 . It is the intent of the Enineer of Record that this work be in conformance with all rerluir� � ts of the, au �riti^�Z1 „_, _ 4. Asphalt shingles shall comply with ASTM D 31 ^0' . having jurisdiction over this type of construction and occupancy. A_Il contractors are responsible for the mems and methods of constructing and shall do their w ork in conformance with all applicable codes and regulations. r'OAS0NR.Y: r 2. The contractor shall verify all conditions and dimensions at the job site prior to commencing work. 1 . All masonry work shall be in accordance .with :SCI 530 / ASCE 5i TMS 402 Masonry Building Code. � 3. Contractor shall suppIy, locate and build into the work all inserts, anchors, angles, plates, openings, sleev es, hangers, slab depressions, and pitches as may he rewired to attach and accommodate other work. 2. Concrete masonry units shall be ASTIVI C90-75, hollow load-Searing Concrete Masonry Units, Type 1 , Grade N-1 , normal weight, with a minimum compressive strength of 2000 psi (fm=1500psi). � 4. These documents, as instruments of ser°ji:e are the property of the Engineer of Record and may net he used or reproduced r W ithout expressed ^ ritten consent of the Engineer of record. 3. Mortar shall conform to ASTM 0270 and be of tyre S. � 5. All details and sections shown on the drawings are intended to be typical and shall be construed to apply to any ^ 4. Grout when specified . shall conform t astm -4-116 with minimum '228 day ccmpres;.ie strength of 2000psi . -similar situation elsewhere, in the work except where a different detail is shown. Grout t ^ � t provide � � � between •-� Jrou_ 7hall be mined _o a slump ...�.[`�Jti..en 3 to 11 � a. The owner will provide contractor with a soil's investigation report and analysis. All requirements for site preparation r- r� 1' followed I 5. Provide pre cast concrete lintels over all openings unless not;d othent ise on dra��°ings. �r and soil compaction specified In he soil report shall be fo o.we unless additions more stringent requirements are _ intelS, s besufficiente � d � rem e � � d' ti z SpeGlfled• Notify Engineer of Record if foundation conditions encountered differ from soil exploration information made available s shall ,�;, of SiZ., an,. r.,infor,�,�rn�ht for the given span loading conditions. o � to the contractor. re 7. It is the contractor's sole responsibility to determine erection procedure and Sequence to insure the safety of the building o O and its component parts during erection. 1 . Chapter 23 of the 2001 FBC building code shall be used for all wood framing, except as modified by the plans and specifications. 3. Temporary bracing: • W Contractors shall be responsible for all temporary gracing that is required wired during construction 2. SII wood framing Shall be fabricate d per ALTr', TPI, and National Des g N �'7 d and installs e �, m i n N to keep structure safe and plumb until the entire structure ire is in place. Bracing ., �- T 7pacifications for Wood Construction. shovin on structural dr-alMngs is fOrthe completed structure only. a isa3. All framing anchors and connector,--) noted on drawings shall be rnanufarurnd by Simpson or equal. � �ubsurface �nl conr �t�oninfnrmat•on i^ rot availabl�, fo!ndations nve hewn desined for a 2000 psf - oil be- rincaacit y. Contractor shall report any differing conditions to the Engineer of record prior to commencing cork. 4. All wood members exposed to weather or in contact with masonry concrete or soil shall he pressure-treated. r I� COFiSTRUCT10t] HOTEM: 5. Contractor shall provide all fastening devices neressary and suited for each application_ Fastening subject to moisture. shall he hot-dip galvanized to ASTM 153-30. COON C. 0. All metal connections and fabrications shall comply with A_I.S.C. specifications. 1 . All concrete shall have the following minimum compreSsi,I/e strength at 20 days: wla n grade ------------------------------------f '' .., s �b o �r�..e, c-�500p_i �. "Solid block all joist and rafters at points of support. �1 r` footings and remaining concrete-------------fc=3000psi I-- I N Ln IN ^ LU 8. Prefabricated structural trusses shall Comply .with NFPA National Design Specificatinns for � �2. SII concrete slabs on grad:, shall �.,, tn,. thickness as indicated on the drayring, over minimum mil. olye.hyl�n„ (.�is,�u;.;.n) �a"or Wood �,onstruction, IPI Design Specifications for Metal Plate Connected ��'dood Trur;ses and FITC' 100. --� 1a r' slabs ^' Irl with ^ .4 ,., a �� r n n r` g n ci n et �rri.er. Such slabs shall be reinforced] ��i_h 6x6 X11 .4 x 1 .4 wm lapped 8 at edges and ends in conformance with ,��TM-A" 185, Wr y � ;� � U � Fibermesh reinforcement shall be used with minimum 2" fiber length at 1 LB CY complying v ith ASTrid C 1110. k 0. All trusses shall be designed and certified by Trus I�rlanufacturer's registered Engineer. J L3. mill under concrete slabs Shall be clan sand free of debris and other deleterious material. rgill shall he compacted to a C 7- density of at least 9591 of Modified Proctor Maximum Dry Density (ASTN1 D1557). Fill shall be treated with termite 10. Contractor shall coordinate with truss manufacturer to ensure adequate bearing i p�ro�yided at � J �J � � poison before slab is plwced. end reactions of all girder trucces. L- r 'n �. CL �e C) CO - . Footings shall h .ar upon undisturbed soil or upon soil Comported to a density of at go' 9% of N1odified Proctor �laXiTur1 11Truss manufacturer shall submit shop drawings and design notes withan engineer's seal for anNn" o�al. � Q -7- LO : v Dry Density (ASTM D1 7) for a depth of at least tv o feet. (2') below the bottom of the footing. Design notes to include therated loadcapacity of the truss to truss connectors, and manufacturer's license -n � 0,, , to fabricate trusses utilizing the connector system proposed. T1 e contractor shall approve fabrication and N 5. Where shown cores of block masonry shall be filled with coarse rout or peadrawings ,_. ^ y ^ 9 �' installation showing size, shape and layout. � gravel concrete vdth minimum compressive strength of 2500 psi at 28 days. = 0 12. Bracing of trusses during erection installation shall comply with TPI 8 ' T-70. . Reinforcinn steel shall be AISJI�vl A61 5 Grade 40 deformed new billet steel conforming to A.C1301 , AC1315, A 01318 and CRSI Manual of Standard Practice, e � � es shall be securely fastened to their supporting walls, or beams with ;latest editionst. 13. SII prefabricated ;good tress ,/ pp 0 - ., hurricane clips or anchors as noted in the Truss Connector Schedule. ' A� 7. All continuous vertical and horizontal reinforcing st 21 in footings, beams and columns shall be lar spliced a minimum of 30 bar diameters or 24" whichever is greater. 14. At volume ceiling conditions, align trusses to provide a smooth, unbroken interior wall surface from floor to ceiling. = ,."' r • V 3. The following minimum concrate roarer hall be prowided for reinforcement: STEM.: : u' - 3"--------------ConiYrete cast against and permanently exposed to earth. -- 2"--------------Concrete exposed to earth or weather #6 Bar and Iarger. Structural � r. ^' _ _ a r o Structural S n Buildings, N�,%-�', ,� 5 1 . steel Shall conform to aIS,.� Specifications for Design and Fabrication and Erection ,�f Structural �tcel for 3ull,.in_.s 1 1/2"---------Concrete exposed to earth or weather, T5 Bar and smaller. (latest editions),. tI�P. �, �� 0 U.O.N. 1 112"---------Concrete not expose• t weather o co rt it e� n t primary d _o ��c� .. .�r in nta.�. with .,rrth for the ,�rimar�y , �d�x u�.��al► c�EAcN d co rvor sCrLE tips, stirru,_.s, ands spirals in beams and columns. �^ �,^ p a. Welded connections------------------------------ AWS D1 .1 ����� t�� E� THIS r��v��lrvo �It r_,! b. Anchor bolts & threaded rod,------ --- STP�1-A-307 , � C 7 ;1)3 RELEASE DATE: 0. Horizontal Beam and footing bars shall he beat 2_e around corners or corner bars with a minimum 2� ________-- � �� (a LE c. Structural Ste-el shapes, plates, etc. shall conform ---_____ ASTIVI x-30 02-24-03 lap. (U.0.i-1.) Y� % te REVIS ON DATE- 10. Contractor shall provide spacers, chains, bolster, etc., nccessary to support reinforcing steel. _ _- - �- 00-00-00 ^uppo-t itemsv4hich bear on exposedconcretesurfaces shall have ends which are plastic tipped or stainless steel. 11 . 11_II reinforcing details shall conform to Manual of Standard Practice for detailing reinforced concreteP 2 1 2003 CF f'� r� structures ACI 315 (latest edition), unless detailed otherwise on the structural dra.�iings. LCHECKED BY: D J N4 If 12. All concrete `vork shall be in accordance with "Th CodeRequirementsn , rti rn te" - ---- - t e wilding od for Structural ���-- � r SCI 318 (latest edition), and "Specifications for Structural Concrete for Buildings" ACI 301 (latest edition). � HEFT: Blvd y r r� n ^^!! � I 1 .. ��•w'D I l•L �``��.-�^%''"�' w-"" Jam. i � � � - �J�1L1 �_ � �•�l � � � � ;' � �l�••1 }� �'��� I t� � s�� fes._ �.��:•Ic:.., �i.. .. �Y- -,�t3t, �9 7-1 r �:"'" % � i —' � it �"��� 'C� � � � f• a ' -'"`r--..........•'� f � � r -•�-----� -_.�_. �.-..._ � �•"Y+..�..• rw-.+,� •rte-�- �J l.)E�?. 4��� �^ ' Il ! 7 a Building and Zoning16 x1 ti,J e -- E L Le C 8E ` NTI - -� ►i ,, /1 OF to 0 J AN 5 1989 L- I __ - . �- ' � � G •moi f�:_'_{.:�4=�'• t r f \ C v. ;MG,t C /M .�' - _ j rt O� PG�,4p� -' I;y ��.-� -.c :-�..r-� .. .•. "' - (J 1 j� ,jl '4 -•--•- �-'•_ �' u. � •�•"N1 i,,.. '.�� - '..�i.--'.�. �+: �`J"'"' �._..r�.._.,,...,.-. ..r G��rP���� �+,` � I �...••�=..r '•�•_ ,...� -;,..'', �` � l � .:� . I Ln .�.,.. _ f-D Ye_-Y_. .r-.• ��µ i�•r^ �• PIl ���! ��7 ` L-ter ��"'`� '� I i �r�.����.-1.,+--.._ `...��j �,r.(.--.-F•--i ry, P i� -�._.� j i f � �_ � �:. ��"�"�,'�`'�r*� r `` �u.H .;�,a` rl / � fJ�r/J (per-� �)«_//,!• /,�! �r"�/}}J) �.1, 'A dk Issso t. -• _ 5 ' _ ..... ..._�._ ..__..._..-......_�.-_..__.....��.... ".""'�.•.•.....w..•-._'f'^."-,-...._..:.�. _. __,..,._...._.. ..: ......... -.r-•.... ::r�.�;r••r.:.'�'='�r•�;•r..:.,,:-t.r•�..x.r,r*,-^.rr-.:rx�nq^�•v.yrra>,�arswmncci.'�e"-w.�a:ur-r.•r�+a,rr:�•rR�,ysr�^•�,.•_'�n.��'+.vrr-.r:rsua.rim:r•vmry..rrnxmam. .rw....m....+...rsa.m�a..mwwws...�--- --a J q l��y uti..=:'r.:-s:_-J'.«- -ar�"r-�*R-"r��r^'^�•-:.__^:'-^[':_. ....-.�......- n /� �-y /"y� y y^��•/} �.�7 7 �. � _ -- F G /�• -© �� _�___._. _�. rK � ' ( '�I �/��( I/��4 !`K t"7 PAA - - � � Cj��� c,k;� �krc To L TF— �� I ✓ �t�.0 i I VNI V. Kee-�4 I �LS C�J .k�. i co kL JAN 22 1998 �.. Buildingand Zoning .� � � -- _• � r, �; _ ,, t j � , G')(��L.� t�L�.= it p i � ��?c�t,� '�•���~`cam "�c� Ltr•sC�'�1.... ;a -�> �-- } •'r .xy..�vna _ Jcrrma•mawiAi•M.aa..+� : ocpi '� CITY P ATLANTIC,,,,� BOAC t - 0. () BUILDING OF as �_ d� JAN 2 5 1989 O` KA A I����pGo�F� Lrj 1 `0 C 17-2 CIMA V f`ti 4L D-O - � t .. .. 1 i Raga ' r - •�" . . .. .. vNAM s i x • Y.. •,� A 7 � ri c F - #! �. r ► w ; -. .. 4 � � ._ .17 .x, ,r. ,rA�!'`� 11 �......... �i .�y �`F...�.u, :. ... ..«, . (� s. i .. �i: �. ro8.�. :m{ k.. (�,�• _ _...,.3.:,::Se..�n?.+.°"� µ,. ^ .. - •,.' :' ft, � ,,. ., . _ �.. .. Wri' K. 'ems. :�a2�t�',,R' Y_�. .. s+_.. �.����,"�..�.+F'_L..�i� C ..Ai-ra .. ._. ... 2+1�..�(�,�_ .s ,5.f•.,_ .��Mr _..� - ..s 7 ., -. K 'b'..J_., , r MA' 3HCJWING"' SURVEY OF GoT' / , d3Gotx 4'>, , A1.1 Nr-.,,14,4 Y AS nCCoVCJ&[► IN rkAT BOOK 10 PAGE 11 OF THE 4l1(?k'Vf41' nUESL'IG rtC('„$r( OF PLAV,A� COU14TY FLOHIDA • I FOR . , CRA1406 W. PATeWPI-1- s.�• � %t�.�,�c* n-ra►r r •�;fir �� ���1,�} � -�� ��M� L�C►A r ` 4AW .. -r�Jd STG Cy/ Pv.& Z., N�FA\l e. -6�r0AYj 1-1140 t-0 CAARLS6 PATCASLL 7��T ��`i�q.`` cog' I. 1 FIE � t (Ily M to � � TO.TY � lcy�• �. ��� s, Dov' s r/Avc. ,q dh �f C cea� �v , (� ��o ��/o �• ��o�r ��-r� ro fo ,AGN ���"�,d� g I s� Kr��'�c�.. ►�5� Q r V •v G• -o �, N-CAe 6A'TA YQ 1 r4cwM. ` la, w( I-1•C.� � o�'c�l.) Sty S� ri<rLJP*-.-g!;p W/ 4V-A6 LriAg,�, Atp Paa'> I r7(o S F: 4, ALL ro PAW- I k-CAS' -Mv � (AgA-r/C�.-� 4 l[s 59 5. .�tt�.� � � �c.-r �U5-Cir W/aA Ny I540 .s9 Ay55 0 +� LJ vo Iva 00 41 1 , 5.Ki6r 00 4 I "-- AAL F- UAu,.. 3- L.vlr i IWX W, o C ► I r ( I lj�,1 LAS\! 5.11TS eAr1 Q I� v W4CO3 Pr FLL!:5� PL64A ,��, , /224 12. AWML,�,IUM FA`a A g'Du f I `TSP "OfCA TP I zx�o Pr 544( 4V�DW-5 tail 9/4- Fr r;.OAWj6 i �.)�� Wiz" s- oil : � _ •WALL VI -11 �v(7 �- Frit S.r1.aD5 fir ►w 'qtr mo"OurAI C., 4 ' moc§A, ILZvi ' 1. a�► 2-4 OUAril vc CXPK -rKRA T 1541gMN 4 4A964e Ae.? -s�y�.►c�lT )2z4 OuAil �v W4 z, u\1AG 15 �tOrV, �rA4e- 4AO�� ate► �tc� u.� t�o,1►�t,4d�1 -t'-�"' u l r,� 1401 IIAG z-v 4 ,qp ISL.. Ux12. t2.. 2. Its"oG TA7 . ,, , . � 12P pk*i ._. • 4���� FvaM,IN4 . FLANI T IntF(-M IN 'Af 1224 ouan awd 4WI"4 Also l> i 6AYt L4 AT t t 1 � I . t i i .............. Jzzq oaoLn z) vd 1 �.0Q11 ��►► G��11 I FQ5AA, -r--jr WA 2,1'-x ' Yd off' � MONDL.1'�v11G "T ir,� � � �'� - 51 M��1 � •,`��" F*vCrtiNJ4 04a* ��1/ Rare ►-v`' �,..g�' t aG� PIs. , Vi-56zu9vA 41 -tom. qxPOK I , l _. a I/4 !toil "tit_ � i w G 10 h l A =FIERI! ChESIf:r11 CRITERIA: ROOFING: Codes: 1 . Roofin shall ;ompl l�t�ith 2rr,1 FSC Chapter 15. 201 Florida Building Code, ,=.SSE 7-90-3, ACI, /-',,.TIC, ('JAS, r`kWP,==., APA, (Latest addition U.O.N). 2. asphalt shingles shall be designed for the applicable wind zone of the structure. GEH_PIA! HOTES: 3. Follow the manufacturer's attachment schedule for the wind zone of the structure. 1 . It is the intent of the Enineer of Record that this work be in conformance with all rerluir� � ts of the, au �riti^�Z1 „_, _ 4. Asphalt shingles shall comply with ASTM D 31 ^0' . having jurisdiction over this type of construction and occupancy. A_Il contractors are responsible for the mems and methods of constructing and shall do their w ork in conformance with all applicable codes and regulations. r'OAS0NR.Y: r 2. The contractor shall verify all conditions and dimensions at the job site prior to commencing work. 1 . All masonry work shall be in accordance .with :SCI 530 / ASCE 5i TMS 402 Masonry Building Code. � 3. Contractor shall suppIy, locate and build into the work all inserts, anchors, angles, plates, openings, sleev es, hangers, slab depressions, and pitches as may he rewired to attach and accommodate other work. 2. Concrete masonry units shall be ASTIVI C90-75, hollow load-Searing Concrete Masonry Units, Type 1 , Grade N-1 , normal weight, with a minimum compressive strength of 2000 psi (fm=1500psi). � 4. These documents, as instruments of ser°ji:e are the property of the Engineer of Record and may net he used or reproduced r W ithout expressed ^ ritten consent of the Engineer of record. 3. Mortar shall conform to ASTM 0270 and be of tyre S. � 5. All details and sections shown on the drawings are intended to be typical and shall be construed to apply to any ^ 4. Grout when specified . shall conform t astm -4-116 with minimum '228 day ccmpres;.ie strength of 2000psi . -similar situation elsewhere, in the work except where a different detail is shown. Grout t ^ � t provide � � � between •-� Jrou_ 7hall be mined _o a slump ...�.[`�Jti..en 3 to 11 � a. The owner will provide contractor with a soil's investigation report and analysis. All requirements for site preparation r- r� 1' followed I 5. Provide pre cast concrete lintels over all openings unless not;d othent ise on dra��°ings. �r and soil compaction specified In he soil report shall be fo o.we unless additions more stringent requirements are _ intelS, s besufficiente � d � rem e � � d' ti z SpeGlfled• Notify Engineer of Record if foundation conditions encountered differ from soil exploration information made available s shall ,�;, of SiZ., an,. r.,infor,�,�rn�ht for the given span loading conditions. o � to the contractor. re 7. It is the contractor's sole responsibility to determine erection procedure and Sequence to insure the safety of the building o O and its component parts during erection. 1 . Chapter 23 of the 2001 FBC building code shall be used for all wood framing, except as modified by the plans and specifications. 3. Temporary bracing: • W Contractors shall be responsible for all temporary gracing that is required wired during construction 2. SII wood framing Shall be fabricate d per ALTr', TPI, and National Des g N �'7 d and installs e �, m i n N to keep structure safe and plumb until the entire structure ire is in place. Bracing ., �- T 7pacifications for Wood Construction. shovin on structural dr-alMngs is fOrthe completed structure only. a isa3. All framing anchors and connector,--) noted on drawings shall be rnanufarurnd by Simpson or equal. � �ubsurface �nl conr �t�oninfnrmat•on i^ rot availabl�, fo!ndations nve hewn desined for a 2000 psf - oil be- rincaacit y. Contractor shall report any differing conditions to the Engineer of record prior to commencing cork. 4. All wood members exposed to weather or in contact with masonry concrete or soil shall he pressure-treated. r I� COFiSTRUCT10t] HOTEM: 5. Contractor shall provide all fastening devices neressary and suited for each application_ Fastening subject to moisture. shall he hot-dip galvanized to ASTM 153-30. COON C. 0. All metal connections and fabrications shall comply with A_I.S.C. specifications. 1 . All concrete shall have the following minimum compreSsi,I/e strength at 20 days: wla n grade ------------------------------------f '' .., s �b o �r�..e, c-�500p_i �. "Solid block all joist and rafters at points of support. �1 r` footings and remaining concrete-------------fc=3000psi I-- I N Ln IN ^ LU 8. Prefabricated structural trusses shall Comply .with NFPA National Design Specificatinns for � �2. SII concrete slabs on grad:, shall �.,, tn,. thickness as indicated on the drayring, over minimum mil. olye.hyl�n„ (.�is,�u;.;.n) �a"or Wood �,onstruction, IPI Design Specifications for Metal Plate Connected ��'dood Trur;ses and FITC' 100. --� 1a r' slabs ^' Irl with ^ .4 ,., a �� r n n r` g n ci n et �rri.er. Such slabs shall be reinforced] ��i_h 6x6 X11 .4 x 1 .4 wm lapped 8 at edges and ends in conformance with ,��TM-A" 185, Wr y � ;� � U � Fibermesh reinforcement shall be used with minimum 2" fiber length at 1 LB CY complying v ith ASTrid C 1110. k 0. All trusses shall be designed and certified by Trus I�rlanufacturer's registered Engineer. J L3. mill under concrete slabs Shall be clan sand free of debris and other deleterious material. rgill shall he compacted to a C 7- density of at least 9591 of Modified Proctor Maximum Dry Density (ASTN1 D1557). Fill shall be treated with termite 10. Contractor shall coordinate with truss manufacturer to ensure adequate bearing i p�ro�yided at � J �J � � poison before slab is plwced. end reactions of all girder trucces. L- r 'n �. CL �e C) CO - . Footings shall h .ar upon undisturbed soil or upon soil Comported to a density of at go' 9% of N1odified Proctor �laXiTur1 11Truss manufacturer shall submit shop drawings and design notes withan engineer's seal for anNn" o�al. � Q -7- LO : v Dry Density (ASTM D1 7) for a depth of at least tv o feet. (2') below the bottom of the footing. Design notes to include therated loadcapacity of the truss to truss connectors, and manufacturer's license -n � 0,, , to fabricate trusses utilizing the connector system proposed. T1 e contractor shall approve fabrication and N 5. Where shown cores of block masonry shall be filled with coarse rout or peadrawings ,_. ^ y ^ 9 �' installation showing size, shape and layout. � gravel concrete vdth minimum compressive strength of 2500 psi at 28 days. = 0 12. Bracing of trusses during erection installation shall comply with TPI 8 ' T-70. . Reinforcinn steel shall be AISJI�vl A61 5 Grade 40 deformed new billet steel conforming to A.C1301 , AC1315, A 01318 and CRSI Manual of Standard Practice, e � � es shall be securely fastened to their supporting walls, or beams with ;latest editionst. 13. SII prefabricated ;good tress ,/ pp 0 - ., hurricane clips or anchors as noted in the Truss Connector Schedule. ' A� 7. All continuous vertical and horizontal reinforcing st 21 in footings, beams and columns shall be lar spliced a minimum of 30 bar diameters or 24" whichever is greater. 14. At volume ceiling conditions, align trusses to provide a smooth, unbroken interior wall surface from floor to ceiling. = ,."' r • V 3. The following minimum concrate roarer hall be prowided for reinforcement: STEM.: : u' - 3"--------------ConiYrete cast against and permanently exposed to earth. -- 2"--------------Concrete exposed to earth or weather #6 Bar and Iarger. Structural � r. ^' _ _ a r o Structural S n Buildings, N�,%-�', ,� 5 1 . steel Shall conform to aIS,.� Specifications for Design and Fabrication and Erection ,�f Structural �tcel for 3ull,.in_.s 1 1/2"---------Concrete exposed to earth or weather, T5 Bar and smaller. (latest editions),. tI�P. �, �� 0 U.O.N. 1 112"---------Concrete not expose• t weather o co rt it e� n t primary d _o ��c� .. .�r in nta.�. with .,rrth for the ,�rimar�y , �d�x u�.��al► c�EAcN d co rvor sCrLE tips, stirru,_.s, ands spirals in beams and columns. �^ �,^ p a. Welded connections------------------------------ AWS D1 .1 ����� t�� E� THIS r��v��lrvo �It r_,! b. Anchor bolts & threaded rod,------ --- STP�1-A-307 , � C 7 ;1)3 RELEASE DATE: 0. Horizontal Beam and footing bars shall he beat 2_e around corners or corner bars with a minimum 2� ________-- � �� (a LE c. Structural Ste-el shapes, plates, etc. shall conform ---_____ ASTIVI x-30 02-24-03 lap. (U.0.i-1.) Y� % te REVIS ON DATE- 10. Contractor shall provide spacers, chains, bolster, etc., nccessary to support reinforcing steel. _ _- - �- 00-00-00 ^uppo-t itemsv4hich bear on exposedconcretesurfaces shall have ends which are plastic tipped or stainless steel. 11 . 11_II reinforcing details shall conform to Manual of Standard Practice for detailing reinforced concreteP 2 1 2003 CF f'� r� structures ACI 315 (latest edition), unless detailed otherwise on the structural dra.�iings. LCHECKED BY: D J N4 If 12. All concrete `vork shall be in accordance with "Th CodeRequirementsn , rti rn te" - ---- - t e wilding od for Structural ���-- � r SCI 318 (latest edition), and "Specifications for Structural Concrete for Buildings" ACI 301 (latest edition). � HEFT: Blvd PUCE INUPPER PLATESrAWMAL STI iD T BI F. n - I.ALL LAPS IN TOP PLATE OF L3EARINS WALLS 51-IALL BE A MINIMUM OF 4'-0" AND NAILED WITH 12- 16d COM CEILING No. 2 SPF No, 2 SYP No. 1 SYP I MINIMUM 12- 16d or NAILS OR 16- 3"x .131' GUN NAILS. HEIGHT x x x x x x 16- .131" x 3" I N THIS �•ALL 6ABLR i~NDS SHALL BE BALLOON FRAMED OR BRICK VENEER WITH 1" AIR SPACE (ZONE (TOTAL) DOUBLE PLATE (NAIL w/ BRACED PER vETAIL. " 8 ft. 18"oc. 24"oc. 18'oc. 24"ac. 18"oc, 24"oc. \_AND WALL TIES AT i Voc, VERT. AND AT •0 SPLICE IN LOWER PLATE " " S.ALL SF ARYrAl15 SH/1LL NAILED A7 7J'aa.CNZ 6" or,. 9 ft. 16'oe. 24'oc. 16"oc. 24'oc. 16"0c, 24'oc- 32' vs HORIZONTAL .131" X 3 0 8 oC. " WEEP HOLES 48'oc, CLEAN COMPACTED FILL I I STAGGERED (A5 COM ON ALL Jqj AND 12 ac. INTI DIATE 10 ft. 16"oc. 24"oc. 16bc. 24"oc. 16 nc, 24"ac. VA/bd COM NAILS N,O.NJ BLoGK ALL UNSUPPORTED 4' or GREATER ED6E5 WITH 2x4•PLAT WI5E BLOCKIN6. 5HEARWALL5 11 ft. N/A 24"oe. N/A 24"oe, N/A 24'oc. SHALL BE 15/32'CDx OR 7/16'C5.NA.N) 1 #5 CONT. g" MIN. SPLICE 24'oe. 24"ac. 1/2' ROD ASSEMBLY A7 NOTED SPACING I I 4,5Tt7JW HEADER 5TUP5 TO DOUBLE TOP PLATE ra/ 12 ft. N A N A 24 oc. N A '� AND EMBEDMENT STU 5PIHS NAILSAT EACH NDR 12- .IOF x}�ERGU� L.�17-IOd 13 ft. N/A 24"oc, N/A 24"oc. N/A 24 oc. GALV. FLASHING ROD CENTERED ON DOUBLE14 ft. N/A 16"oc, N/A N/A 24"ac. LU 2- 2x_ TOP PLATE TOP PLATE 5.HEADER STUD` AND HEADER CRIPPLES SHOULD BE za oc. � 6x6, 10x1 D WWM OR NAILED TOLE-I I7=R AT 6"oc.w/12d GUN NAILS(.13lx 15 ft. N/A I Voc, N/A 16 oc, N/A 24 oc. U '}�\ TOP JOINTS OR ROD ON 31)STA6e eREI?, CLIP UNIT TO 5HOE PLATE WITH a- FIBERMESH REINFORCEMENT 2x- STUDS NAILED TO EACH EACH SIDE WITHIN 12" OF I-SPH4/6 GLI?AND NAIL WITH 12- IOd x 1 1/2 NAILS 18 ft. N/A 11I N/A 12"oc. N/A 18"oc, z I OTHER w/ .131" z S" 0 8"oC. TF HIS F D 0 CC JOINT. NON) r o s A3_t;-rP_ s s R�,. URi s,' ;h��,.°i a F N-iDH1 i I ss I�;;ri��ern }�-- STAGGERED 6.ALL WINDOW AND DOOR COMPONENTS MUST BE DE516NED I ROD WITHIN 12" ON EITHER TO WITHSTANP THE PE516N WINP LOADS. - GRADE TYPICAL THICKENED EDGE FOOTING '1.ALL CONNECTORS ARE Simpson Oil EGIUAL,NON) O SIDE OF BOTTOM DOUBLE P •---sa' al'.�Or.;_� ,�•�s-_s_1cl�a'c�.�_•Fss I:..r,.>La_�Ie���;,s., s.I,c�E j 6 MIL VAPOR BARRIER OVER PLATE JOINTS. 5.FOUNDATION DIE516N 15 BA` ON MINIMUM SOIL 01 S'7� �nF $CP 'C= .CnD CCR CN 51 CR' =:�C=S TREATED AND COMPACTED FILL I ti¢" THREADED ROD BLOCKING OR SOLID (MIN. (3) 12" BEARINS CAPACITY OF 2p00 PSf. s 1' I ASSEMBLY AS NOTED BLOCKS) NAILED w/ 4- .131" z 3" NAILS 3 #5'9 CONT. 2,� STUDS NAILING SCHEDULE } - MIN. 25" LAP 0 CORNERS I ROD OR BOLT WITHIN I 12" ON EACH SIDE REVISED 11/25/02 OF BREAK 4- .131" X 3" NAILS AT EACH W _ y4" T&O STURDI_FLOOR BLOCK CONNECTION TYPICAL NAILING ALTERNATE NAILING 1 ALTERNATE NAILING 2 2 STORY CONDITION DECAING NAILED AT 6"o0. fi -� ON EDGES AND 1S'oc. IN cur CUT LL'NGTH SHALL BE 36" I ROD PLACED WITHIN 12" OF NOTES ON THREADED ROD 1N57AL_L_ATION, , h -? THE FIELD, USE 6d RING cs=rB FOR 16" DEEP JOIST E CH SIDE OF CORNERS La In double late 12 16d common 16-0.131"x 3114" un nails 20 12d sinkers v ' ' n T A TYPICAL MONOLITHIC w/ BRIGIC VENEER SHANK OR SCREIF SHANIC 8 T o.c.on edges and 12"o.c.in the 1) RODS REGIIIRE A MINIMUM LENGTH OF (I) l3P.i2 DIAMETER THREADED INTO GQUPLING. � v �J Bd COMMONS XAY ALSO BE LLL 111 USELL field writh&!common, box,screw 5'o.c.on edges and 12'o.C. in the 4"o c, on edges and 8 o.c. in the LOOK BEAM AS NOTED �IATE BREAK SW-shearwall shank or ringshank field with 0.131"x 21/7'gun nails field vAb 0.095'x 2" un nails 2) MULTIPLE RODS MAY t'�E CONNECTED WlTN COUPLING TO FORM ONE ROD. 3 o.c.on edges and 12'o,c. in the 3) ON INTERIOR APPLIGATION5-(6RKATER THAN 5" FROM EI OF SLAPS) A � �.�. T field with 8d common,box,screw To c.on edges and 17'o.c. In the 1/2" x 7" k-eV6E ANCHOR GAN BE U5E0 TO ANCHOR THE RODS. L 71'PIGAL FRAMINb OF CORNERS AND PLhTE LAPS g S 3 -sheaNvall shank or ring shank field with 0.131"x 2 1/2'gun nails c� Provtda mtn,tmwn P 5'o.c.on all supports with 8d T o.c. on all Supports with 0.131"x 2 4) THE NUT A7 THE TOP SHALL EiE SNUGGED WITH THE ROP STRAIGHT AND THEN ONE I I I j end distance Simpson Strung-T{e ENC.&PART.ENC. 1/2"or common,ring shank or screw 1/2"smooth, ring or annular shank gun ADDITIONAL FULL TURN OF THE NUT SHALL BE APPLIED TO ACHIEVE PROPER TENSION NAIL w/ 11 - /Od C1DM CS16 AT 3Er OC, 7/16"Roof 5hea1fljn T IN EACH END LENGTH g shank,4"e.c.edge nailing within 4 rails,4"e.c.edge nailing within 4 of 5) THE MAXIMUM SPACING OF ANCHOR BOLTS ON EXTERIOR WALLS,ON THE SILL PLATE ( TOP AND BOTTOM ) 120 MPH of roof edge and rid s roof edge 15 60" oe. THEREFORE IF RODS ARE SPACED GREATER THAN 5'-0" THEN ADDITIONAL 2 I 11-10d commons in each end (22 ANCHOR BOLTS NEED TO BE IN5TALLED, 1/2" EPDXIED ANCHORS(5" EMBEDMENT) I2x4 PT SILL Sirrpson LSTA30 total) w/ I" WA5HER MAY BE USED FOR 1/2' x 10" ANCHOR 60LT5 IN THIS APPLICATION. I 1/2' ROD ASSEMBLY AT NOTED SPACING TYPICAL 2-STORY BETWEEN FLOOR STRAPPING AT WALL DYER BEAM 9-10d commons in each end (18 LL Sj tT son LSTA24 total 6) THE TOLERANCE ON ROD PLACEMENT SHALL BE +/- 6". L-I__ I TRUSS 10-1O commons in each end O SCALE: NTS T) MINIMUM EMBEDMENT FOR ANCHOR BOLTS OR THREADED RODS INTO FOUNDATION Si son HTS30 (20 total L n � a%e, toxt0 WWM OR } SHALL � -f" MINIMUM, s FIBERMESH REINFORCEMENT ,-3-16d COM 0 EA, 13-10d commons in each end 5) SHOULD A HEADER LENGTH EXGEED 4b' . INSTALL 55T- 5PH4/(6 or SST- L5TAI5 J Q Sin son MSTA36 } W BLOCK (TYP.) Si son SPH4 12-10d xt1t1/2'nails STRAP FROM HEADER TO TOP PLATE AT 32"oc. O " � ,•• • .: � Simpson H2.5A 10-Bd commons(Total) BOTTOM OF SLAB —3-12d COM (TYP.) (2)10-10d x 1 1/2'in rafter, 10-10d a MIL VAPOR aARRIER OVER IN ERIOR BEARING FOOTINIG �• Sin son H16 x 1 112"in plate ' TREATED AND COMPACTED FILL ' ——_—i MIN. _ ___ _____�_ 1�2 THREADED ROD ASSEMBLY I 2x4 BLOCKING ® 24 oc. (U,O.N.) 1z~ Vol� SPACED AS NOTED ., �—#5's CONTINUOS Sin son LTS12 5-1 Od commons in rafter& lates 5-1 Od x 1 1/2'nails in rafter&plates • j� 7-0.148"'x 1 112"nails in rafter& TRLIFF or BEAM 2 111 CONT. PLUMBING WASTE LINE SHEARWALL Si son MTS12 7-1O commons in rafter&plates plates p MIN. 25" LAP O CORNERS W " 2 STORY CONDITION. USE Si n son LTA1 12-10d x 1 1/2' 1/2"NJ7 d 19"WIDTH & 3 # 5's CONT, Si son PHD8 24-114'x 3"SDS screws _—HTTI6,HT1-22,M5T(A5 NOTED) • TYPICAL INTERIOR 5HEARWALL TO TRU55 CONNECTION Sj son MGT 22 10d commons r TYPICAL MONOLITHIC FOOTING 4•' MIN BOTTOM OF SLAB z Si son HTT16 18-16d commons 4 c r INTERIOR BEARING FOOTING Si rtson HTT22 32-16 I sinkers TOP PLATE `.' S�2_r� ---�-•----� ---�—#5'9 CONTINUOS 4' CONCRETE SLAB w/ — PLUMBING WASTE LINE 6x6, 10x10 WWM OR g FIBERMESH REINF. LOWER REBAR AND FOOTING IF NECESSARY ROD ATTACHMENT TO HOL•DOWN AT TRUSS/BEAM J + _L Y 4 e ; THREADED ROD ASSEMBLY(SEE DETAIU I Pe 2-2x_RAISED HEADERABEAM u 6 MIL VAPOR BARRIER OVER T PLUMBING PENETRATINb INTERIOR BEARING FOOTING �� 1�. SPp� yy �x4 LOOKOUTS _ 1 2x4 FLATH15E LOPKUIICS LA TREATED & COMPACTED FILL 48"oc.FOR WEi21 WN6 Q ]6- (1) # 5's CONT. H25A'GLI (TYPIC J 0 TYPICAL NON-BEARING STEP FOOTINGif C-�A$LE END WALL ROD LO A5 NOTED DON LAYOUT ^ w 5TUI75 a 16"oc. ~ CQ y I ( CLIP AT 48"oc (�- IOd IN RAFTER SIMPSON LTP4 .� CO 0 J THREADED ROD ASSEMBLY(SEE DETAIL) MIN. I'"SPACE BETWEEI.1 TOP I I I USE SIMPSON W 2x—HFADER/BEAM '4 OF STUD AND Ist NAIL. COIL STRA i7C� a REFER TO WALL SECTION FOR TYPICAL ANCHORS SPH% OR STUDS at Ib"ro . a 4b"oc. �D a OPENINGS 35' or LUG I t SIMPSON LSTA18 1/2"SPACER BETWEEN 1 R5 (`)- IOd IN STUD Q SHALL USE (1) KING STRAP AT 32"oc. � I L5TAI2 STRAP-LENGTH AS - 1 #5 CONT. & (1) CRIPPLE I ( ON HEADER 1 3"x 3'xyb'WASHER (5th LAYOUT) w W 5 OPENINGS BETWEEN NOTE: GREATER THAN REC2lll�. Li 4" CONC. SLAB 2500psi w/ 36' - W-0" TYPICAL STRAPPING (UNC) 48" (U.O•N•) SHALL USE (2) KING STUDS 2 FIBERMESH OR 6x6-10/10 WWM & (2) CRIPPLES. NOT USED OD ATTACHMENT TO HOLDOWN TO BEAM AT OPENING QGABLE END FRAMING FOR PLATFORM FRAMING 5A11LE END FRAMIN5 FOR BALLOON FRAMING W C) •'+' IF OPENINGS EXCEEDS 8'-0' I I 7e" THREADED ROD ' IN WIDTH SEE PLAN. ASSEMBLY WITHIN 5' EC. O GRADE r' I I OF KING STUDS. .',r '. . V ANCHOR BOLT �. ;,�1.,•.;".r CLEAN, TREATED, COMPACTED FILL I I ASSEMBLY SHALL 9E jLr' SHOUI CO HEADERELENGTH� ---> 15/32" CDX MAY BE USED IN LIEU OF 7/16" OSB C --- U r EXCEED 5'-0' co REFER TO WALL SECTION FOR FOOTING Me Lo Z PRE—ENGINEERED TRUSSES AT 24" OC. 5 TYPICAL FOUNDATION IN GARAGE r� 12�o ROOF SHINGLES OVER 15# FELT D 3" x 3" x 1/4" WASHER & 1/2" NUT (TYPICAL CORNICE DETAIL A5 TYPICAL HEADER STRAPPING •" •' .• •`'' r T � PER BUILDER'S SPECS Q c/ z 7/16" OSB SHEATHING NAILED AS PER NAILING SCHEDULE I , 2 x 4 STUDS ® 16" O.C. %" THREADED R^D rnDFLIhJa ,��.� �' �• i OPT ION J No. 2 or 9t. SPF 1/2" NUT n 1/2' ROD ASSEMBLY AT NOTED SPACING AND EMBEDMENT W 3" x 3'° x I/4" WASHER HURRICANE ANCHOR AT EACH TRUSS // ' z 1/2" x 7- WEDGE ANCHORS MUST BE INSTALLED ( SEE SCHEDULE ) I ', , '`' 10 4 BETWEEN RODS AT MAXIMUM OF 48"oc, T&G �T r<CI , , FL R�n� TnIN,:rLIJEL' i ,....,.' 4' CONCRETE SLAB w/ NOTE: IF THE INTERIOR PITCH OF A VAULTED CEILING AND NAILED; W`6d COM CR RIM'O�'-HANKat6"cc. _ 6x6, IOxtO WWM OR ON EDGES AND 12"0c, IN FIELD. FIBERMESH REINF. EXCEEDS 1/2 OF THE EXTERIOR PITCH DO NOT USE . (2) 2x_ SYP DOUBLE TOP PLATE - 6 MIL VAPOR BARRIER OVER o TREATED & COMPACTED FILL L Q w THIS DETAIL THE GABLE WALL SHALL BE BALLOON FRAMED, 1/2.. ROD ASSEMBLY AT NOTED SPACING W 4 • r :• 4. CORNICE DETAIL A5 A307 ROD or EQUAL d.. m PER BUILDER'S SPECS 2x_ SPF #2 STUDS AT 16" OC. O (SEE STUD TABLE FOR SIZES O z g' 1 -4" g' (2) # 5'9 GOUT. ,- s7KL�ruRAL ROOFsr''ca l ll�, , ( AND SPACING AT VARIOUS HEIGHTS) II . - r Q NOTE: FOR 2-STORY CONDITION NOTE:�,"H';;rl PANEL SHEATr LNG MAY BE SUBSTITUTED � � � m u USE 1'-8" WIDTH w/ 3 15's CONT. 2A 00;I0CLR f,aS cc. FOR%e"CSB SHEATHING SPECIFIED''.rITH A 'Y,.EDGE I I �� �+ N j E,Cr"CIfdWRE`:UIREL_gE •:',`ENCUiRr_C� R.S HLRR'SANE CLIP H25CREQUAL NAILING PATI ERN.NAIL',ii/+6dG L'v.COMI'VIONS at Toc. 7/16" OSB SHEATHING NAILED 6 oc. ON EDGES � � ` - ON ALL EDGES AND SUPPORTS. ( & 12"Lac. ON INTERMEDIATE SUPPORTS W/ 8d BOX NAILS I (2) 2x— SYP DOUBLE TOP PLATE N Q TYPICAL INTERIOR 5EARING FOOTINb sir:,PsON w7 BJP JE \.I CR CC' T zRA e��cc�Ir,c 2sHE;.r­'Irdc jOIr�T 2x4 UNLESS OTHERWISE NOTED ON SHEARWALL IAYOU Y a' RCM; RLE EhI gH NGLE s tP NUT AND I" WASHER 2 % 4 SPUDS O 16" O.C. ^rn, 1/2" A301 ROD THREADED 4" CONC. SLAB 2500ps1 W/ " 2�as.,,n., �� � ago _ ,� _ ,,,, AT ENDS or � 2x_, PT SILL 4 CONC. SLAB 2500psi w/ No. 2 or Bt. SPF n.1 O ToPCHCRCCF;4,31_<<f•IDTRLSS EPDXY INTO SLAB or FIBERMESH OR 6x6-10/10 WWM FIBERMESH OR 6x6-10/10 WWM N E„I DROP 312" 1/2 ALL THREADED ROD CHORC�8'FRCP:+C SLE FOOTING o /2' ROD ASSEMBLY AT NOTED SPACING AND EMBEDMENT CONT.2xd5Ca_IP.Or,1-i OF,TO 1/2" THREADED GOUPLING� U5E 51MPSON "SET" w 3 1�d rI,;LS rvFtC;:L;:T W honil 13C77CPn CHORD�Y-G�AC�I.C �,x:sR�y,rlr EPDXY ��I WASHER. . .1/Y x 7" WEDGE ANCHORS MUST BE INSTALLED F .O';I .ED:�;1-1OrdLuxes. ALT: 51T- 5 N 1/2 ROD ASSEMBLY AT NOTED SPACING X BETWEEN RODS AT MAXIMUM OF 48"oc. 2h4 c _ r =nT ,`iE3 S 1 O r ;fv"L" h' Pr.' " A307 ROD 0r EQUAL ER T c;. F H G ER HIAw ,a "ACRYLIC TIE" , . 8 n 4" CONCRETE SLAB w/ rd Ory OR S I/2� X IO ANCHOR SoLT •:r•::�. _ ...r:• ; z ( T1 EMBEDMENT t. '� 6 MIL VAPOR BARRIER OVER o 6x6, 10x1O WWM OR FR SFr I 6 MIL VAPOR BARRIER OVER 1 " �,�;;..:;: e" TREATED AND COMPACTED FILL �"o�' FIBERMESH REINF. 'OE NAIL TRUSS?OOC�JULE __ - • :•ti;r4 1CL w PLd?E w 18d COF,I 5"mac. •` z� _ caPaT Y4,� .2,iPL�'ERAI. FOUNDATION TREATED AND COMPACTED FILL s" U4 4" % f` �, 'CTl nr.l CNG�D JF CA;C_E W r EbID.rR!iiSB / , W; — ` 5 NT. 3 #5's CONT. Q wm- 2 # sC0 " �� o • •" •' EI�L� 1Ce& -0 MIN. 25" LAP 0 CORNERS a E7';ttI AEI F D ; 2 axe'pP PLrE „ a' 6 MIL VAPOR BARRIER OVER �._�s MIN. 25 LAP 0 CORNERS C �' ' ••' TREATED & COMPACTED FILL �, O s❑ _ LU MPS„J LPI-; 488`C-_ (Y LI lL K (z) d 5's conlr. MINIMUM -" EMBEDMENT j' V-4- 2xa X-uRACE�� 2x4 SrUCS��18'cc, NOTE: FOR 2-STORY CONDITION ( OR A5 NOTED ) w USE 1'-8' WIDTH w/ 3 1111 CONT. i ALL rAELIGERS SHALL?E 5'r P 'LEL r. TYPICAL GABLE END ( X-BRACING ) ALTERNATE EMBEDMENT METHODS FOR THREADED ROD5 F:: �� TYPICAL INTERIOR BEARING STEP F00TINb SCALE: 3/8" 1'-0" 51NGLE 5TORY EXTERIOR WALL SECTION TWO 5TORY EXTERIOR WALL 5EGTION r 2 IZZq d c a rp _�l Vd rEOORS- E E LO AD= 49psf JAD LOAD= 15psf ARPET or WOOD) W DEAD LOAD= 20psf (TILE) _ DEFLECTION CRITERIA: SIMPSON LU528 T CARPET or WOOD= L/480 LL HT530AT BEAM 1i L/240 DL HANGER (TYPICAL) TILE= L/600 LL (� TYPICAL EDGE STI41Pj L1360 DL ` 0 - - - 10 ROOF(TRUSS} 2 2 x 12 2 2 x rr a = 3.0' �, LIVE LOAD= TC 20psf BC 10psf , DURATION FACTOR: 1.25 (� DEAD LOAD= TC 7psf Y _ TYPICAL INTERIOR ZONE (4) BCSpsf —... 2X PTI' _ �' ROOF(CONY.FRAME)- .j X � DE K fb _ __._ ._ RAFTER LOAD= 20 sf LL C] C4 a \Q QL -. 10psf DL w p � V DURATION FACTOR: 1.25 O at q CV CEILING LOAD= 20psf LL Q Z OL 10psf DL DOUBLE I `� 2 ;t 2 �I 10 OL 0 �" 2 BUILDING CODE:2001 FLORIDA BUILDING CODE r _ E J WIND DESIGN METHOD ASCE 7-98 z lLl BASIC WIND SPEED: 120 mph H _ _ Q <v L� � W� Ilr�" --- --'- `-' BUILDING CATEGORY:II OQ III 0 U Ly W 4 WIND IMPORTANCE FACTOR: 1.00 - —__.. — -.... -C4 I,lat 1 d ffl U EXI�TINC� �- w II � X Izx8;�P7�i E i[ n mdq cn II I � � WIND EXPOSURE:C U - .� F III tY N ul DESIGN FOR ENCLOSED SIRUCTURE vo z } II�(S) (2) STUD BUILT-UP POST ,y 0[- WIND PRESSURES ON WINDOWS & DOORS (psf) U (�A E3 -SOL�- Enclosed Structure IIIA-- BETWEEN L R5 2 2 x 1m O III �/ AREA OF OPENING EDGE STRIP (5) INTERIOR ZONE (4) J 41 to x 11 � :. .....-__ ...._._ , Pos Neg Pos Neg o L J II ---. I D to 20 sf 34.0 45.5 34.0 36.9 (, 'CV 20.1 to 50 sf 32.5 -42.3 32.5 -35.4 50.1 to 100 sf 30.5 -38.3 30.5 -33.4 Nl - 100.1 to 200 sf 28.8 -35.4 28.8 -31.7 III ® ALL DECK FRAMING MATERIALS 200.1 to 500 sf 27,4 -32.3 27.4 -30.2 U SHALL BE PRESSURE TREATED. ease Design Pressure 2a.so GCP1 III �X 2x PTI�DE K ���`, O IIS -IMPSON LU521SrD at 6 IT III N>�zF�PIc.aL�.. WIND-BORNE DEBRIS PROTECTION FASTENING lipff .f 2 2x12 2 - 2x8 � �� SCHEDULE FOR 7/16 OSB or 15/32 CDX - ----- - 2 - 2 x 10 FASTENER TYPE FASTENER SPACING (in.) J Z HT53>a AT B>cAM 2x12 RIM JOIST 2x8 PT RIM JOIST (TYPICAL) (TYPICAL) PANEL SPAN < 2 ft <PANEL 4 ft < PANEL 6 ft < PANEL FIRST FLOOR vSHE ARWAL L LAYOUT 2 ft SPAN < 4 ft SPAN < 6 ft SPAN < 2 ft 2 1/2" # 6 WOOD SCREWS 16 16 12 9 2 1/2 # 8 WOOD SCREWS 16 16 16 12 DOUBLE-HEADED NAILS M 10d COM or 12d BOX 12 6 4 3 N 1 C) 1 112" X #8 MACHINET n ^ W N N SCREW IN THREADED �J „� N F— N INSERT 16 16 16 12 � co n M ^ LLQ C'7 Note: Fasteners shall be installed at opposing ends of the wood panel. Q uj x IY J LL- I6�-O" NOTE: THIS STRUCTURE WILL eE � CU wo >_ CONSTRUCTED WITH STORM °- J z o 2 - 2 x 12 (TYP) SHUTTERS OVER ALL WINDOWS LL � o CO N OPEN PORCH CEILING REQUIREMENTS: AND Gj..,�'�rZED DOORS. � = V CO MINIMUM /8 SHEATHING REQUIRED ON * A C A EXTERIOR CEILINGS- NAILED WITH rod ALTERNATE: INSTALL ALL (1�PACT RES15TANT � COM or BOX AT 6"oc, ON EDGES AND CLASS AT ALL EXTERIOR GLAZED OPENINGS. 12"ac, IN THE FIELD. (TYPICAL) N 1 � � 5HEARVIIIIIIIALL LEGEND 4k SHEARWALLS NAILED AT III"or-, ON EDGES •r _ N 4x4 PT P05T STRAPPED TO BEAM /P05T BELOW w/ AND 12"oc. IN INTERMEDIATE SUPPORTS r�r, M5TA36 STRAP AND w/ (2) SIMPSON 1-46 CLIPS WITH Sd COMMON NAILS. v N At BEAM ABOVE or USE ,- '•,,. ter. x FERMACAST DETAIL. (TYPICAL) 5HEARWALL5 NAILED AT 3"oc_ ON EDGES N AND 12"oc. IN INTERMEDIATE SUPPORTS •:' / • ' WITH Sd COMMON NAILS. -( ' xa 4 ol (2) STUD BUILT-UP POST -U AT B-ml, BLOCK SOLID r C2 'C`°' BETWEEN FLOORS. • •• `� NOTE CONSTRUCT SHEARWALLS WITH %6" 055 or %" CDX (U.ON-) NOTE REFER TO SHEET 5-1 FOR STRUCTURAL DETAILS- a NOTE- ALL LOAD BEARING HEADERS SHALL BE ^ A MINIMUM OF (2) 2x6 No.2 or BT 5YP (U.O.N-) �) 2 - 2 x 12 (TYP) V -1� SHEET:SECOND FLOOR SHEARWALL LAYOUT IS -2 1 U3-24-U3 1224 n U.0-n NVd J � W r 1 Z '1'oc. MAX Q 4'oc. MAX NOTE 3 i XY THREADED ROD FROM FOUNDATION m TO DOUBLE TOP PLATE. ( 7" EMBEDMENT) I �" XZ" THREADED ROD FROM FOUNDATION TO 5EGOND FLOOR TOP PLATE. ( T EMBEDMENT) u rT, THREADED ROD FROM FOUNDATION z = I TO DOUBLE TOP PLATE. ( 12" EMBEDMENT) �/a" tNREADED ROD —// I �T a Y2" THREADED ROD FROM FOUNDATION Q TO 5EGOND FLOOR TOP PLATE. ( 12" EMBEDMENT) NCS I o o z , J ��RA�� � o -1 ce ca TYPICAL THREADED ROD NOTES: Lit USE TYPICAL BETWEEN FLOOR 3IF SPACING OF THREADED RODS STRAPPING DETAIL WHERE SECOND — EXCEED 5-0"oc.THEN ADDITIONAL FLOOR WALLS ARE BUILT ABOVE ANCHORS SHALL BE ADDED TO THE IL BEAMS. CLIP DOUBLE PLATE TO STUD SILL AT A MAXIMUM SPACING OF • I ( • w/SPH4 CLIPS at 32"oc. (TYPICAL) 5-0"oc. USE 1/2" EPDXIED ANCHORS WITH A 5" EMBEDMENT. • m 2 IF HEADER LENGTH EXCEEDS RODTHREADED ROD SHALL BE ( • 4 I I SPACING NOTED THEN SST-SPH4 CONTINUOUS FROM FOUNDATION 9 OR SST- LSTA18 SHALL BE TO SECOND FLOOR TOP PLATE IN F/g" TPREADED POD PLATE TO ACHIEVE PROPER OPENINGS IN THE WALLS. INSTALLED FROM HEADER TO TOP ALL LOCATIONS ALLOWED BYno I r 1 SPACING r • ^ 4'oc. MAX �y -7 oc. MAX W co NOTES TH AD OID LA�"*�OUTIT o _ Nr� • ]''n Gy- WN N I-- O C'7 U)�4 O Z LLj J LL • ' }' J I _ a-Lu J Z O • SECOND FLOOR J ~LL O N DOUBLE (D = Y TOP PLATE U 00 00 THREADED ROD N CD rn A55EMPLY MGT ON ROD AT 4x4 PT POST 5TRAPPED TO BEAM /POST BELOW w/ OFFSET THREADED ROD � TRUSS 13-01 I M6TA36 5TRAP AND w/ (2) SIMPSON H& CLIPS I W • ( AT BEAM ABOVE or USE �J PEWACAST DETAIL. (TYPICAL) I r ll-- SECOND FLOOR OPENING I � • OFFSET IN TI4READED -����] b" RODS F- 7 r� MAX 2" x y8" WASHER 4 NUT (TYPICAL) - I I FLOOR SYSTEM 41 wV FIRST FLOOR = L .,. THREADED ROD II � AS5EM5LY 7- ",o o �FIF,5T FLOOR J OPENING " L r C IC. SFET: OFF5ET ROD FOR ALIGNMENT BETWEEN FLOORS S � 3 U3-24-U3 lZZ�- Own �l Y