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SHEET PROFESSIONAL DESIGNS B Y LARRY W I L L I S / INC . 753D MERRILL RD., JACKSONVILLE, FLORIDA 3'1211 � 74 gf-Io- pay i e'er- r r i r r REVISIONS BY REVISION 4' " RIDGE BEAM 10/18/02 CCK INDICATES 2x4 SYP NO.2 2 x10 SYP No.2 R D X-BRACE LOCATION � 2"x4" SYP No.2 VERTICAL 8 2"x8" SYP No.2 RAFTERS LEG ® 16" O.C. o 16" D.C. 6 2"x6" SYP No.2 COLLAR S_2 TIES @ 16" O..C. 2"x6" SYP No.2 LEDGER, FASTEN LEDGER TO ROOF THROUGH PLYWOOD DECK W/ 15-12d COMMON WIRE NAILS AT 2-#12x33/4" ROOF GRIP EACH END OF COLLAR TIE TO 1 ROW 8d SCREWS W/ 1" DIA. WASHERS RAFTER COMMON WIRE AT EACH RAFTER INTERSECTION 2"x4" SYP No.2 VERTICALNAILS ® 3" OC 1pc SIMPSON H2.5 LEG 1fi" O.C. . : . : : :' • • ��� ; *I ; • W/ 8-8d COMMON NAILS • • • • • ' _ •_• - FROM RAFTER TO LEDGER CDX PLYWOOD ROOF SHEATHING. I• 't I• 'I 1pc SIMPSON MTS12 FROM �j FASTEN w/ 8d COMMON WIRE NAILS t• ' •t NOTE: INSTALL ROOF RAFTER TO STUD BELOW 1/2" CDX PLYWOOD ROOF SHEATHING. � 4" O.C.EDGE AND 6" O.C. FIELD. SHEATHING CONTINUOUS FASTEN w/ Sd COMMON WIRE NAILS TO BEARING LOCATION 2"x4" SYP No.2 0 4" O.C. EDGE AND 6" O.C. FIELD. 6-12( COMMON WIRE PRIOR TO INSTALLING STRONG BACK NAILS INTO SPACER 1OVERFRAMING AND COLLAR TIE 2"x4" SPF #2 STUDS 2"x6" SYP No.2 RAFTERS ® 24" O.C. BLOC • Q 24" O.C. ALIGNED SEE ROOF FRAMING PLAN. FASTEN TO . • •t t DBL 2"x4" PLATE W/ 2pcs 12d TOE--NAILS Z 8 W/ EACH RAFTER v) ' • t• 2"x6" SYP No.2 CEILING NAILS EACH SIDE OF RAFTER -- J01 ST CaD 16" O.C. ¢ /�g" OSB CEILING DIAPHRAM, 12 12 MATCH 2"x6" SYP No.2 SYP No.2 Wz o 8-12d COMMON WIRE NAILS FASTEN W/ 8d COMMON WIRE �3�/z» EXISTING CEILING JOIST ® 24" O.C., 2 z �,�,o AT EACH END OF CEILING o NAILS @ fi" O.C. EDGES SEE ROOF FRAMING PLAN w v JOIST TO RAFTER /1B OSB CEILING DIAPHRAM, AND 6" O.C. FIELD w =J N W 8d COMMON WIRE HURRICANE CLIPS PER Y �_co HURRICANE CLIPS PER FASTS / d- UPLIFT CONNECTOR �' NAILS ® 6" O.C. EDGES " ��. UPLIFT CONNECTOR SCHEDULE ¢Q 2 x4 SYP No.2 CONTINUOUS Uv J``' o SCHEDULE ��� AND 6" O.C. FIELD LATERAL BRACE ® 48" O.C. �• _ _ -j m 0 • •��' J 5 W 3-12d COMMON WIRE NAILS `� . • - w / 1pc SIMPSON MTS20 FROM . . TOP PLATE EL. +8 -1 v_j w •• AT EACH CEILING JOIST ~ • •� 12 BEARING WALL STUD TO � W "' o=-j a- 12 FRAMING BELOW SEE ARCH PLANS Z _, 8 FROM EACHCEILINGJOIST 2"x6" SYP No.2 SUB FASCIA 0O P V w �-� TO RAFTER W/ 3-12d COMMON WIRE NAILS I••- � 0 CDX PLYWOOD ALL 2"x6" SYP N.2 SOLID (2)2x4 SYP #2 INTO EACH RAFTER V)w < 2"x6" SYP NO.2 SUBFASCIA 5.25"x9.5" 2.0E PARALLAM SHEATHING FASTEN w/ BLOCKING W/ 3-12d TOP PLATE O W 3---12d COMMON WIRE NAILS PSL HEADER BEAM 8d COMMON WIRE NAILS TOE--NAILS EACH /x CD PLYWOOD WALL = U / INTO EACH ROOF RAFTER SIDE SHEATH G FASTEN w/ () ® 3" OC EDGE ND 1pc SIMPSON SPH4 CLIP gd COM ON WIRE NAILS PC PSO STA24 6" OC FIELD ( OR g_12d COMMON WIRE TO DOUBLE 0 STUD ® 1fiPL0. C.LATE @ 3" 0 EDGE AND STRAPS FROM HEADER BEAM NAILING AT SHEARWA LS SEE SCHEDULE. FOR NAILS FROM EACH 6" OC F IELD (FOR TO 6x6 POST BELOWNAILING AT SHEARWALLS, LOCATIONS OF SHEARWA LS, CEILING JOIST TO SEE SHEET 2) SCISSOR TRUSSSEE SC EDULE. FOR '-0" 79-01" LOCATIO IS OF Z WALLS EDGE OF CONCRETE SLAB 24SEE AR(,HITECTURALRSHEET'4) 0 1 xW OD r � 00 tiI W ou 2"x4" SPF #2 STUDS ® 16" O.C. P.T. SYP No.2--, o x6" POST 2"x4" SPF #2 STUDS Q @ 16" mss.C. 1pc SIMPSON SPH4 CLIP FROM, 2 STUD TO SILL PLATE ® 16" O.C. 6fi--SDS2 " -- 2"x4 P.T. SYP #2 SILL PLATE „� (� 1pc SIMPSON CBS Q EMBEDDED POST ANCHOR 4 CONCRETE SLAB ON GRADE W/ /2 x10 ANCHOR BOLT W/ 6x6 WWF W1.4xW1.4 OVER @ 24" O.C. W/ 2"x2"x'/2" Q w ¢ 6MIL VAPOR BARRIOR ON PLATE WASHER ACTED FILL T.Q.S. EL.+ 0'-0" a, z_ o COMP (� �. X X X X X X X X: x X X X--^�X x x x x X------x x x x x x x x x x x x x x x x ---- —_ SEE ARCH PLANS X X X , , 11=��--I W I z _ !I I I I i I I I I I i I I 1=1 I I I I_ - C� T� 1-=1 11=1 -� I I hI I l-�-=I I I=1 I II ,I I�= =1 11- I I I=1 11=11 I-1 I I I I 1=1 11=I 15] 11=1 I EI I(=1 I I--=1 I I!I i I,; r =T- � t i— fT�-1 I I —III °, Z W J W 1-1 i r_.._._� I� �I I I� 11 I=mel 11=I I E iTl=11 I_ 1 » , 10"x20" THICKENED SLAB v - V) U 11 .I�' 3 -0 x3 -0 x1 -0"d 3'-0" W/ 2--#5 CONTINUOUS 1 _g � � � CONCRETE FOOTING W/ �_ > 2 n ~ 4- 5x2'-6 EACH WAY AT BEARING WALL Z # 3" C 12" x 20" MONOLITHIC CONCRETE V) 0 .�..� ~ Q FOOTING W/ 2--#5 CONTINUOUS 1 BUILDING CROSS SECTION Q �-- _ ZWV) S--1 SCALE: O EXISTING 8" STEM WALL, SEE FOUNDATION PLAN 4" CONCRETE SLAB ON GRADE < w W/ 6x6 W1.4xW1.4 WWF OVER 4" CONCRETE SLAB ON GRADE W/ 6x6 W1.4xW1.4 WWF OVER 6"x6" P.T. SYP --,- EXISTING NEW OVER 6MIL VAPOR BARRIER, OVER No.2 POST _j 24" MIN LAP E 6MIL VAPOR BARRIER, O 3 0 TERMITE TREATED CLEAN /a DEEP SAWCUT w/ SLAB ON GRADE, TERMITE TREATED CLEAN � W CONTINUOUS ELASTOMERIC SEALANT SEE PLAN COMPACTED FILL / COMP TED FILL v FOOTING REINFORCING x " " ' 30 z 4� EMBED POST BASE INTO X X d- a . e: CONCRETE FOUNDATION 12"x12" MONOLITHIC FOOTING DRILL 6"' AMD EPDXY-1 EXISTING FOOTING 12"w x 12"d MONOLITHIC t AND STEMWALL SEE FOUNDATION PLAN 1--#4x1'-fi" HORIZONTAL NOTE: SAWCUT CONCRETE SLAB WITHIN ,_ THICKENED EDGE W/ t:• " & EPDXY 2 PCS 5 x 2'-6" DOWEL CSD 24 OC (TYP) 4 TO 12 HOURS OF CONCRETE PLACEMENT 1 p DRILL 6 # 2--#5 CONTINUOUS ? : � REC LVED DRAWN Pkf 3 LONG INTO EXISTING FOOTING SAWCUT SLAB, TYPICAL �` •"+ Pk f3 SLAB INTERSECTION W EXISTING THICKENED EDGE - OCTal-T 2 2 Zooz CHECKED :::.. ,,�,..:. CCK NEW FOOTING INTERSECTION W EXISTING BY: _ ... . . 8/23x02 rT� SECTION AT FOOTINGrT� SECTION AT SLAB— 4 SECTION 5 SECTIONcBs ss sDs2 SCALE S-1 SCALE: 3/4>, 1'_0" 5--1 SCALE: 3/4" = 1'--0>' S-1 SCALE: 3/4" = 1'-O" S--1 SCALE: 3�/4" - 1'--0" AS .NOTED r APPROVED JOB NO. ' CITY. OF ATLANTIC BEACH q BUILDING OFFICE •`,,, >.. , rrrr,rr "®rL- 112 c° U111 3 0 2002 . N oil �E, C> �'F• �� SHEET 1 ot= 3 SIMPSON A35 HURRICANE 2"x4" SYP No.2 OUTLOOKER (REVISIONS BY 2"x10" SYP No.2 2"x$" SYP No.2 LEDGER W/ 4 ROWS 16d RIDGE BEAM CLIP, SEE UPLIFT LE 0 24" O.C. 10/18/ 02 CCK COMMON WIRE NAILS INTO EXISTING WALL CONNECTOR SCHEDULE ° 2"x4" SYP No.2 BLOCKING 4--12d NAILS FRAMING 0 16" O.C. ° 2"x8" SYP No.2 OVERFRAMING V2" CDX PLYWOOD ROOF SHEATHING. ° 2"x8" SYP No.2 ® 48" O.C., 4 SPACES 2"x4"' SYP No.2 BLOCKING RAFTERS 0 24" O.C., SEE ROOF RAFTERS CSD 16" O.C. BACK ROOF SHEATHING 2"x6" SYP No.2 TOP PLATE 1 pc SIMPSON A35 CLIP ANGLE FASTEN w/ 8d COMMON WIRE NAILS FRAMING PLAN. PER PLAN 1 c SIMPSON H2.5 FROM EACH LANAI RAFTER TO 0 4 O.C. EDGE AND 6 O.C. FIELD. P LEDGER �� HURRICANE CLIP 0 12 2"x8" SYP No.2 RAFTERS 0 24" O.C. EACH A TE TLOOKER TO .. MATCH SEE ROOF FRAMING PLAN. FASTEN TO 8" TOP PLA �3/2 EXISTING HEADER BEAM W/ 2pcs 12d TOE-NAILS ° ° ° ° ° ° ° ° NAILS EACH SIDE OF RAFTER ° ° ° 4-12 N I S x 2"x6" SYP No.2 SYP No.2 2x6 SYP No.2 COLLAR TIES w/ \\,--1pc SIMPSON H2.5 FROM CEILING JOIST 0 24" O.C., 8--12d NAILS EACH END, .• 2"x6" TOP PLATE SEE ROOF FRAMING PLAN SEE ROOF FRAMING PLAN -12d NAILS TO STUDS 0 16" O.C. HURRICANE CLIPS PER w NOTE: COLLAR TIE TO BE LOCATED \_2"x6" SPF No.2 STUDS UPLIFT CONNECTOR SCHEDULE NO HIGHER THAN 2/3 THE TOTAL 0 16" O.C. RAFTER N HEIGHT OF THE RAFTER 4--124 N ILS 1pc SIMPSON MTS12 TWISTED -�� •• STRAP FROM EACH STUD TO TOP PLATE EL. +8 -1 BEARING im THE FIRST SCISSOR TRUSS 1 SEE ARCH PLANS '/2" CDX PLYWOOD WALL 2 x6 SYP NO.2 LEDGER W/ /16'> OSB CEILING DIAPHRAM, I 2 DETAIL FASTEN FIRST SHEATHING. FASTEN W/ 3 ROWS 16d EXISTING WIRE FASTEN W 8d COMMON WIRE " CONT. 2x4x8' #2 SYP 2"x6" SYP No.2 CEILING JOIST ./r8d COMMON WIRE NAILS � NAILS INTO EXISTING WALL / (3)2 x10 SYP N0.2 HEADER S-2 SCALE: NTS FRAMING 0 16" O.C. NAILS 0 6" O.C. EDGES BEAM. SP ICE TOGETHER W/ " LATERAL BRACE ® 48" O.C. CEILING JOIST TO EACH STUD 0 3" O.C. EDGES AND w „ OVERFRAME W/ 2x8 SYP " " z v AND 6 O.C. FIELD 4 ROWS 12d COMMON WIRE W/ 3-12d AT EACH CEILING 0 16O.C. W/ 3-16d COMMON 6 O.C. JE = No.2 RAFTERS 0 24 OC, JOIST WIRE NAILS P z ?o 0 ce NAILS CD 2" O.C. W 2x6 SYP No.2 COLLAR o 8-12d COMMON WIRE NAILS /g" CDX PLYWOOD / Q .,, z U-N TORY FROM EACH CEILING JOIST ROOF SHEATHING TIES W/ 8pcs--12d COMMON GABLE END X-BRACING (2)2 x6 �_�RESIDENCE S TO RAFTER NAILS EACH END 0 24 OC. BOTTOM a a 6pc SIMPSON MSTA24 1 ROW 1 Od 2"x8" SYP No.2 LEDGER, 6 DETAIL _j w STRAPS FROM HEADER BEAM COMMON NAILS FASTEN LEDGER TO ROOF TO 6"x6" POST BELOW o 0 3" OC THRU PLYWOOD DECK W/ S--2 SCALE: NTS � � � ii u.i 2-#12x33 = /4" ROOF GRIP W 0 0 oo5;a SCREWS W/ 1" DIA. WASHERS Cl.. z o w AT EACH EXISTING TRUSS DRILL, COUNTERSINK, AND INTERSECTION INSTALL 5/s"Oxl2" LAG SCREW V) V) 6"x6" P.T. SYP No.2 z -� POST v 1 pc SIMPSON H2.5 W/ 2 WASHER 4x8 PERGOLA BEAM v EXISTING ROOF FRAMING W/ 8-8d COMMON NAILS _ 0 24 O.C. FROM RAFTER TO LEDGER U w l 1p c SIMPSON CBSQ66-SDS2 LEDGER DETAIL AT OVERFRAMING RAFTER I EMBEDDED POST ANCHOR x 3 DETAIL 11 " SLAB ON GRADE w S-2 SCALE: 3/4" = 1'-0" ii 1 /2 EXPANSION JOINT 4" CONCRETE / I W/ ELASTOMERIC WWF 6x6 W1.4xW1.4 OVER 6 MIL 90 1 2"x8" SYP NO.2 RAFTER 2pcs - 16d RING SHANK 1 I SEALANT VAPOR BARRIER ON COMPACTED FILL _-_ STAINLESS STEEL TOE-NAILS L, - _ J ,. C� 24" O.C., SEE ROOF FRAMING PLAN T.O.S. EL.+ 0'--0" 1 pc SIMPSON MTS12 FROM EACH SIDE INTO 6"x6" POST 1"x8" TRIM W --X X X X X X X x X x X X SEE ARCH PLANS RAFTER TO STUD BELOW o 12 STRONG BACK 8x8 SYP NO.2 WOOD POST -- '� 2"x4 SPF #2 STUDS 0 24 O.C. " 0 3"_4R R ALIGNED W/ RAFTER 12"x12" MONOLITHIC CONCRETE 1pc SIMPSON MTS20 FROM FOOTING W 2- 5 CONTINUOUS " BEARING WALL STUD TO Q / # 1 -0 FRAMING BELOW CEILING JOIST, PERGOLA BEAM TO 6"x6" POST U W SEE PLAN P E U SECTION AT COVERED LANAI � � � W Q DETAIL a 0 te SECTION a- zo 1 S-2 SCALE: NTS S--2 SCALE: 3/4" = 1'-0" INTERIOR BEARING WALL 0 0 w _ zW (h * w w CD W �' U PONY WALL AT RAFTER Wn z 4 DETAIL V) 0 -j-j H< S-2 SCALE: 3/4" = 1'--0" � C) w 2"x6" SYP No.2 OVERFRAMING NEW 2"x10" SYP No.2 V) RAFTERS 0 24" O.C. RIDGE BEAM Q O 5/8" CDX PLYWOOD 2"x8" SYP No.2 OVERFRAMING ROOF SHEATHING 12 RAFTERS 0 24" O.C. 0 2"x8" SYP No.2 LEDGER, FASTEN < W ILEDGER TO ROOF THRU PLYWOOD 8 O DECK W/ 2--#12x33/4" ROOF GRIP 12 J SCREWS W/ 1" DIA. WASHERS AT Q EACH EXISTING RAFTER INTERSECTION 8 '/2" CDX PLYWOOD ROOF SHEATHING. FASTEN w/' 1 ROW 10d COMMON 8d COMMON WIRE NAILS NAILS 0 3" OC 0 4" O.C.EDGE AND 0 6" 0.C. FIELD. EXISTING RIDGE BEAM zt 1pc SIMPSON H2.5 EXISTING PLYWOOD 'ry �' 2'x6"xr i `� 'r W/ 8-8d COMMON NAILS ADD 2x6 SYP No.2 COLLARRAWN ROOF SHEATHING " FROM RAFTER TO LEDGER TIES Cil 24 O.C. W/ PRB 8--12d COMMON WIRE NAILS EACH END. CCK CHECKED d d S<:h� r�Ply.;�c1;.. :�8,:.�!n Y?,c�•ar�.i�t�'!'kr: za d1xiCt�tx 'rWt'! l %f uS� rl�°F" Sd 4 a:4a .- T M17yf 5nY d`nr}sn.\itis r }Tsy ara. l i • p�t�sdttH=as" 'r',.,�y'�i,p ,ekQ7dtk EXISTING RAFTERS HATE 8/23/02 SCALE " if Wyss,;< , {ffrt� ='1, z ,rrrrrr�rr,, AS NOTED ; z EXISTING 2xfi SYP No.2 s ;� , ' COLLAR TIES . ,,••'' �� p G -. JOB NO. E02-112 �` • °`������r fi. '-•�' SHEET ci OVERFRAMING AT EXISTING ROOF r S 2%,> 5 DETAILJ S-2 SCALE: 3/4 -= 1 -0 - SHEET 2 of 3 1-124 6e ka II oLra (00REVISIONS BY UPLIFT CONNECTOR ATREVISION ZL TOP AND BOTTOM OF UPLIFT CONNECTOR SCHEDULE STRUCTURAL NOTES: 10/18/02 CCK EACH STUD, SEE SCHEDULE DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE FLORIDA BUILDING EXAMPLE OF UNSUPPORTED (UNBLOCKED) MEMBER SUPPORT SIMPSON CONNECTOR CODE 2001. WIND DESIGN PER ASCE 7-98. LOCATED WITHIN WIND BORNE PANEL EDGE. UNSUPPORTED PANEL EDGE IS _ DEBRIS REGION. DESIGNED AS "ENCLOSED." CONTRACTOR SHALL INSTALL BOUNDRY OF TYPICAL CONDITION UNLESS BLOCKING IS REQ'D N BE OF FULL VAULTED - NTIONA OF FRAMINGIMPACT RESISTANT WINDOW/DOOR GLAZING SYSTEM OR STRUCTURAL SHEARWALL BY SCHEDULE OR NOTES. H GBE STUDS RAFTER DOUBLE TOP PLATE (2)MTS12 Q3. (1)H16 SHUTTERS IN ACCORDANCE WITH SECTION 1606.1.4. • - • •- - • • • •• E H IDE OF HEADER BEAM (2)MTS12 OR (1)H1+6 Q NIN , SEE GROUP R RESIDENTIAL OCCUPANCY • • P N R SCHEDULE CEILING JOIST RAFTER 8-12d TYPE VI CONSTRUCTIONS HEADER, SEE UNPROTECTED - • PLANS COLLAR TIE RAFTER 15--12d UNSPRINKLED GYPSUM BOARD -. , 1. LIVE LOADS OR PLYWOOD HEADER STRAPS, 2"x4" OUTLOOKER DBL TOP PLATE (1)H2.5 UNIFORM LIVE LOADS SEE UPLIFT SCHEDULE FLOOR 40 PSF • . CONVENTIONAL ROOF FRAMING ROOF 20 PSF NAIL SPACING AT - ROUGH OPENING SHED ROOF RAFTER DOUBLE TOP PLATE (1)MTS12 Og. (1)H16 SUPPORTED EDGES, . , - • EXAMPLE OF SEE ARCH INTERIOR BEARING WALL �1�MTS12 2. BASIC WIND SPEED 120 MPH SEE NOTES OR SCHEDULE ): ' PANEL EDGE w/ ROOF LEDGER 1H2.5 IMPORTANCE FACTOR 1.0 BLOCKING WHERE CLIPS OR CRIPPLE EXPOSURE 'C' REQUIRED BY HOLDDOWN AT STUDS OVERFRAMING RAFTER RIDGE BEAM 1)A35 MEAN ROOF HEIGHT 15.0 FT SCHEDULE OR ROOF LEDGER MA2.5 ROOF PITCH 8/12 (33.7 DEGREES) . FOUNDATION, U NOTES SEE SCHEDULE INTERNAL PRESSURE COEFICIENT "ENCLOSED" +0.18 0.18 • (NOTE: INSTALL OVERFRA ING LEDGER BOARD TO TR SSES W 2 ROWS /- 2 � #10 x 33/4" DECK SCREW W/ 1-0 WASHER AT EACH INTERSECTION) COMPONENT AND CLADDING �' w • ��kLS DS, ROOF TRUSSES, NEW LARGE V RED A WINDOW/DOOR PRESURE SEE SCHEDULE ON SHEET S-�3 LL1 z o OR FLOOR JOISTS LANAI HEADER BEAM 6"x6" POST 6)MSTA24 = z w o SUPPORT STUDS MMSTA24 MR (4)HTS24 F"' w =)w o 3. ALLOWABLE UNIT STRESSES: ¢ z N NAILING TO INTERMEDIATE 6"x6" POST FOUNDATION (1)CBSQ66-SDS2 A) CONCRETE - DESIGN AS PER ACI 318 LATEST EDITION Y ¢ =M SUPPORT IS 6" OC MAX, UON FRAMING AND STRAPPING sLA6 oN GRADE fc = 3000 PSI . �ct� QQ� SUPPORT STUDS FOUNDATION (1)HTT22 MONOLITHIC FOOTINGS f'c = 3000 PSI 00 <w o m z NAILING PATTERN FOR SHEATHING AT TYPICAL WALL OPENINGLj ALL OTHER CONCRETE (u.N.o.) >ac = 300o PSI � w HEARWALLS LANAI RAFTER AT EXISTING BEAM MA35 MTS12 (n U a ON ROOF..._ FLOOR ANDS w o 0 DETAIL WALL LEDGER B) REINFORCING STEEL - ASTM Afi15 GRADE 60 = � o z J 3 CL z o o i,., DETAIL �4�MSTA24C) WELDED WIRE FABRIC - ASTM A185 � y ri S-3 SCALE: NTS LANAI HEADER BEAM 6x6 POST O Z U SUPPORT STUDS 4MSTA24 D3 (4)HTS24 z �3 SCALE: NTS EXTERIOR HEADER SPAN TABLE AND STUDS D) SOIL BEARING (DESIGN MAX.) 2500 PSF = � 6x6 POST FOUNDATION (1)CBSQ66--SDS2 E) ALL DIMENSION LUMBER HEADERS AND BEAMS SHALL BE SYP NO. 2 HEADER BEAM WINDOW/DOOR 2x4 JACK 2x4 FULL SUPPORT STUDS FOUNDATION (1)HTT22 OR BETTER, WITH AN ALLOWABLE BENDING STRESS IN ACCORDANCE U SIMPSON SPH4 AT 2x4 BLOCKING AT ALL MAX OPENING STUDS HT STUDS WITH NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION EACH STUD TO HORIZONTAL JOINTS IN TOP PLATE WALL SHEATHING (2)2x8 SYP N0.2 3 --1" 1 3 WINDOW/DOOR HEADERS INTERIOR AND EXTERIOR) BY AMERICAN FOREST & PAPER ASSOCIATION. ALL STUDS SHALL x10 SYP N0.2 6'--1" 2 4 HEADER TO 3 '-O JACK STUDS 1)MSTA24 EACH SIDE BE SPF NO. 2 (UNLESS NOTED OTHERWISE). 2 PCS SIMPSON CS16, 40 (2)2 LONG OVER 30-0" TO 6 -0 JACK STUDS MMSTA24 EACH SIDE EXTERIOR WALL FRAMING EXTERIOR BEA INC WAL 4. UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM CONCRETE COVER 1) TYPICAL HEADER SYP No.2 UNLESS NOTED OTHERWISE ON PLAN FOR REINFORCING SHALL BE AS FOLLOWS: 2) NUMBER OR JACK STUDS EACH SIDE OF WALL OPENING, 2x4 SPF No.2, DBL TOP PLATE 1st LEVEL STUDS (1)SPH4 0 1 fi O.C. MONOLITHIC FOOTINGS 3" (, CDX PLYWOOD SHEARWALL UNLESS NOTED OTHERWISE ON PLAN. 1st LEVEL STUDS SILL PLATE 1 SPH4 0 16" O.C. SILL PLATE FOUNDATION 2"O x 10" ANCHOR BOLT w/ SSLAB ON GRADE CENTERED SHEATHING FASTEN TO STUDS 2"x2"x�/8" PLATE WASHER SH 8d COMMON WIRE NAILS UPLIFT CONNECTOR AT CSA 24" OC 5. ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE W ® 3 OC EDGE AND 6 OL FIELD TOP AND BOTTOM OF L- TYPICAL BENDING DIAGRAMS AND PLACING DETAILS OF ACI STANDARDS 0 A EACH STUD, SEE SCHEDULE NOTES: AND SPECIFICATIONS. ALL REINFORCING STEEL SHALL BE HELD Q 1/2" CDX PLYWOOD EXTERIOR 1) CONNECTORS ARE SIMPSON STONG TIE OR EQUIVALENT. SECURELY IN POSITION WITH STANDARD ACCESSORIES DURING PLACING SHEATHING FASTEN TO STUDS OF CONCRETE. � �' w/ 8d COMMON WIRE NAILS , 2) SEE DETAILS THIS SHEET FOR TYPICAL, APPLICATIONS. ..,.._. 3" OC EDGE AND 6" OL FIELD 2) USE THE FOLLOWING FASTENERS FOR EACH CONNECTOR: 6. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE AS '� 0 ® H2.5 10--8dx11/2" MTS12 14-1 Odx1'/�. FOLLOWS: O/ O NUMBER OF FULL HEIGHT SPH4 10--8d " MSTA24 s O»10dx"1'/2" CONCRE iE 40 BAR DIAMETERS REAC ON A HOR S S E CH SIDE OF H16 12�--1Odx1 / HTT22 /a 0x12 ANCHOR BOLT � Q EACH END 0 SHEA ALL OP INC, SEE PLAN HTS24 24-10dx1/ AND 32-16d 7. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR SEGMENT AS ERS EDULE OR CHE ULE CBSQ44-SDS2 14-SDS /4 0X2 UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. (� � W HEADER, SEE WOOD SCREWS 2x4 SPF#2 STUDS 0 16" OC PLANS HTT16 5/8"0x12" THREADED 8. PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING OR OTHER 0 z STUD AND 18--16d MEANS TO SUPPORT STRUCTURAL ELEMENTS IN PLACE DURING STUD EACH END CONSTRUCTION. � � W DOUBLES HEADER STRAPS, 0 0 0 OF SHEARWALL SEE UPLIFT SCHEDULE V) z o SIMSON S H4 AT 9. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. EA STU TO EXTERIOR WALL w/ �/2" x10" SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING (n (r w ANCHOR BOLTS ® 24" OC ROUGH OPENING DRAWINGS FOR EMBEDS, OPENINGS, SLEEVES, ETC. WHICH ARE NOT 0 W J BO OMP TE w/ 2x2x'/8" PLATE WASHER SEE ARCH SHOWN ON STRUCTURAL DRAWINGS. O F_77,___x x� - x x ---x-� - x- LATERAL SHEAR ANCHORS: DRILL CLIPS OR CRIPPLE 10. THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE Q fy w w M--------------�-------••---�--- I AND INSTALL '/x"�x8" WEDGE HOLDDOWN AT STUDS RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, („�„j EXPANSION ANCHORS w/2"0 FOUNDATION, PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE w � F WASHERS 0 32" OC SEE SCHEDULE CONTRACTOR, OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR � n THE FAILURE OF ANY OF THEM TO CONSTRUCT THE WORK IN V) 0 • ACCORDANCE WITH THE CONTRACT DOCUMENTS. >"" Uot� FIRST SHEARWALL STUD IV ,> NAILED TO EXTERIOR 11. SIGN OF THE PRE-ENGINEERED ROOF TRUSSES SHA .....�J W INTERIOR SHEARWALL SW--2 WALL FRAMING w/ 16d " THE SE N ENGINEER IN THE STATE OF FLO LL TRUSSES OVER CONCRETE SLAB COMMON WIRE NAILS SHALL HAVE TEM BRACING PER TARY AND " RECOMMENDATIONS FOR ALLING, AND BRACING METAL z of {) 0 8 OC EACH SIDE FRAMING AND STRAPPING ® PLATE CONNECTED WO SSES, 1." FOR OTHER BRACING Q Q EXTERIOR WALL FRAMING AND AT INTERIOR BEARING WALL REQUIREMENTS ENGINEER. PROVIDE ENT BRACING �--» 2 DETAIL WALL SHEATHING PER T FR. SHOP DRAWINGS. IF PERMANENT B IS NOT IFIED, CONTACT ENGINEER. a U) S-3 SCALE: NTS K-4---N DETAIL Q SECTION A--A - ALE: NTS 0 W S 3 5C 0 SHEARWALL SPECIFICATIONS INTERIOR HEADER SPAN TABLE AND STUDS 0 '/ " CDX PLYWOOD SHEARWALL SHEATHING OVER 2" X 4" HEADER BEAM WINDOW/DOOR 2x4 JACK 2x4 FULL DESIGN WIND PRESSURES FOR WINDOWS/DOORS (PSF) Z SW--1 INSTALL SPF#2 STUDS AND FASTEN WITH 8d COMMON WIRE NAILS MAX OPENING STUDS HEIGHT STUDS END ZONE = 6'--0" ® 3" o.c. EDGES AND 6" o.c. FIELD. INSTALL SPF#2 BLOCKING (2)2x8 SYP NO.2 3'--1" 1 3 AREA 10sf 20sf 30sf AT ALL HORIZONTAL JOINTS. INSTALL ONE PIECE SIMPSON HTT22 POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION AT EACH END OF SHEARWALL SEGMENT. FASTEN THE HTT22 WITH 1) TYPICAL HEADER SYP No.2 UNLESS NOTED OTHERWISE ON PLAN -5/8"0x12" ANCHOR BOLT WITH 32-16d COMMON WIRE NAILS. 2) NUMBER OR JACK STUDS EACH SIDE OF WALL OPENING, 2x4 SPF No.2, INTERIOR 36,9 -40.1 35.3 -38.4 34.3 -37.4 UNLESS NOTED OTHERWISE ON PLAN. oa ENDZONE 36.9 --49.9 35.3 -46.1 34.3 -44.2 PRBRB SW-2 INSTALL 1/2" CDX PLYWOOD INTERIOR SHEARWALL SHEATHING OVER 2"x4 SPF#2 STUDS AND FASTEN WITH 8d COMMON WIRE NAILS AREA 40sf 50sf 60sf CHECKED CCK 0 3" o.c. EDGES AND 6" o.c. FIELD. INSTALL SPF#2 BLOCKING AT ALL HORIZONTAL JOINTS. INSTALL ONE PIECE SIMPSON HTT22 AT POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION oar SHEARWALL SEGMENT. FASTEN THE HTT22 WITH 8/23LE /02 EACH END OF SHEA INTERIOR 33.6 --36.7 33.1 --36.2 32.6 --35.8 SCAT.!_ 5/8"Ox12" ANCHOR BOLT WITH 32--16d COMMON WIRE NAILS. ENDZONE 33.6 --42.8 33.1 --41.7 32.6 --40.8 ,. �t AS NOTED , JOB NO. n, . . INDICATES ONE PIECE SIMPSON HTT22 THE DESIGN OF THE FASTENING OF THE WINDOWS/DOORS TO;�- i,, =;��,, E02 -112 �c� WALL FRAMING/BUCKS IS THE RESPONSIBILITY OF THE WINDOW(/ 2SHEET INDICATES THE NUMBER OF FULL HEIGHT 2x4 STUDS EACH SIDE OF THE # WINDOW OR DOOR OPENING. INSTALL TWO PIECES FULL HEIGHT STUDS EACH MANUFACTURER SUPPLIER AND SHALL MEET THE WINDOW/Dq�l� 0 DESIGN WIND PRESSURES. N SIDE MINIMUM. '� �.. •� N O� TES n 1 SEE DETAIL 1/S-2 FOR TYPICAL SHEATHING NAILING PATTERNS. f 2) SEE FLOOR PLANS FOR SHEARWALL LOCATIONS. .""'' SHEET 3 OF 3 7 7 � - fir;r1� �r►V� 17�j 5elvc,_ Ma6n6k.-- �6va"' REVISIONS BY . � INDICATES 2"x4" SYP NO.2 6 X-BRACE LOCATION S-2 2"x6" SYP No.2 LEDGER, FASTEN LEDGER TO ROOF THROUGH PLYWOOD DECK W/ 2-#12x3/4" ROOF GRIP 1 ROW 8d SCREWS W/ 1" DIA. WASHERS COMMON WIRE AT EACH TRUSS INTERSECTION NAILS 0 3" OC 1pc SIMPSON H2.5 W/ 8-8d COMMON NAILS '/x" CDX PLYWOOD ROOF SHEATHING. FROM RAFTER TO LEDGER 1pc SIMPSON MTS12 FROM FASTEN w/ 8d COMMON WIRE NAILS NOTE: INSTALL ROOF RAFTER TO STUD BELOW /z" CDX PLYWOOD ROOF SHEATHING. 0 4" O.C.EDGE AND 6" O.C. FIELD. SHEATHING CONTINUOUS 2"x4" SYP No.2 FASTEN w/ 8d COMMON WIRE NAILS TO BEARING LOCATION p 4" O.C. EDGE AND 6" O.C. FIELD. PRIOR TO INSTALLING STRONG BACK OVERFRAMING2"x4" SPF #2 STUDS 2"x6" SYP No.2 RAFTERS 0 24" O.C. 0 24" O.C. ALIGNED SEE ROOF FRAMING PLAN, FASTEN TO 8 2"x4" SYP No.2 CONTINUOUS DBL 2x4PLATE W U PRE-ENGINEERED WOOD TRUSSES LATERAL BRACE 0 48 " " / 2cs 12d TOE-NAILS � O.C. W/ EACH RAFTER P NAILS EACH SIDE OF RAFTER � (�➢ 24" O.C. FASTEN TO HEADER BEAM uj 12 7 W/ 3--12d COMMON WIRE NAILS 12 w /16" OSB CEILING DIAPHRAM, AT EACH TRUSS BOTTOM CHORD 1 MATCH 2"x6" SYP No.2 SYP No.2 �j z a W/ 2pcs 12d TOE-NAILS EACH SIDE FASTEN W,/ 8d COMMON WIRE INTERSECTION �3/2 EXISTING CEILING JOIST 0 24" O.C., = to OF PRE-ENGINEERED ROOF TRUSS NAILS 0 6" O.C. EDGES SEE ROOF FRAMING PLAN � J �� N HURRICANE CLIPS PER AND 6" 0_C. FIELD x/16" OSB CEILING DIAPHRAM, HURRICANE CLIPS PER w 00 UPLIFT CONNECTOR FASTEN W 8d COMMON WIRE a� ¢_ / UPLIFT CONNECTOR SCHEDULE ¢ (o NAILS 0 6" O.C. EDGES Q < Ld SCHEDULE 15 AND 6" O.C. FIELD • - _ D o m Z .J z 1pc SIMPSON MTS20 FROM l � � v J w 12 BEARING WALL STUD TO TOP PLATE EL. +8'--1" L (n (n J 0- FRAMING BELOW SEE ARCH PLANS = I 8--12d COMMON WIRE NAILS 2"x6" SYP No.2 SUB FASCIA z o z J FROM EACH CEILING JOIST J o0 w I 2"x6" SYP N•2 SOLID TO RAFTER W/ 3---12d COMMON WIRE NAILS P.. 2"x6" SYP NO.2 SUBFASCIA �/2" CDX PLYWOOD ALL (2)2x4 SYP #2 INTO EACH RAFTER (/) Z < W/ 3-12d COMMON WIRE NAILS SHEATHING FASTEN w/ BLOCKING W/ 3--12d 5.25"x9.5" 2.0E PARALLAM 8d COMMON WIRE NAILS TOE---NAILS EACH TOP PLATE 1/2" CD PLYWOOD WALL = ov INTO EACH ROOF TRUSS PSL HEADER BEAM 0 3" OC EDGE ND SIDE 1pc SIMPSON SPH4 CLIP SHEATHING FASTEN w/ (, 6pc SIMPSON MSTA24 6" OC FIELD ( OR FROM DOUBLE TOP, PLATE 8d COMMON WIRE NAILS STRAPS FROM HEADER BEAM NAILING AT SHEARWALLS, 8--12d COMMON WIRE TO STUD 0 16" O.C. 0 3" 0 EDGE AND 70 6"x6" POST BELOW SEE SCHEDULE. OR NAILS FROM EACH 6" OC F IELD FOR LOCATIONS OF SHEARWA LS, CEILING JOIST `T0 NAILING AT SHEARWALLS, SEE SHEET -2) SCISSOR TRUSS SEE SCHEDULE. FOR EDGE OF CONCRETE SLAB 24'--0" 7 t-0" LOCATIONS OF SHEARWALLS, SEE AR HITECTURAL SHEET 4) V) i I Ld Z 00 OD 2"x4" SPF #2 STUDS © 0 0 16" O.C. 6"x6" P.T. SYP No.2 POST ¢ Q ui 2"x4" SPF #2 STUDS—Z 0 16" O.C. , C) X 1pc SIMPSON SPH4 CLIP FROM, STUD TO SILL PLATE 0 16 O.C. 1pc SIMPSON CBSQ66-SDS2 EMBEDDED POST ANCHOR 2"xN4" P.T. SYP #2 SILL PLATE i � U ' 4" CONCRETE SLAB ON GRADE 1 " Z W/ 6x6 WWF W1.4xW1.4 OVER / /2 x10 ANCHOR BOLT °O EMIL VAPOR BARRIOR ON 0 24" O.C. W/ 2"x2"xt/2" �--. o w Q COMPACTED FILL PLATE WASHER o T.Q.S. EL.+ 0'-0" ¢ FL JI X x x x x x x x x x x x x X x x x x x x x x x x x x x x x x x x x x x x X SEE ARCH PLANSLd (f� o —1 I ISI I V ' ' 11=1 I I—i ( I- -III—I I i—III—III—III-1 I I-- -II I I I I I 1'=-Fl ILI I I I 1=1 1=' 'l I I I I I L� a =I I LLQ�I I I I I I I I I I I II---- I I I {;I - 1I l I � I I I I I I�T—„�r�- 1T1-I 1 i LTI=I 11=1 11=1 1-I- 1— `� I—I I IT °� WCL' Q I— 10"x20" THICKENED SLAB '�I v QLij bj iii .I�' 3 -0 x3 -0 x1 -0 d _ CONCRETE FOOTING W/ W/ 2-#5 CONTINUOUS 4-#5x2'--6 EACH WAY AT BEARING WALL V) > Z n 3” C R 12" x 20" MONOLITHIC CONCRETE V) 0 FOOTING W/ 2--#5 CONTINUOUS U 1 BUILDING CROSS SECTION —' w S-1 SCALE: U) EXISTING 8" STEM WALL, SEE FOUNDATION PLAN Q 4" CONCRETE SLAB ON GRADE 4" CONCRETE SLAB ON GRADE Q W/ 6x6 W1.4xW1.4 WWF OVER W/ 6x6 W1.4xW1.4 WWF OVER 6"x6" w P.T. SYP 0 uj EXISTING NEW EMIL VAPOR BARRIER, OVER 3 " 6MIL VAPOR BARRIER, OVER No.2 POST 24" MIN LAP TERMITE TREATED CLEAN /a DEEP SAWCUT w/ SLAB ON GRADE, TERMITE TREATED CLEAN o W/ CONTINUOUSELASTOMERIC SEALANT SEE PLAN 0 FILL FOOTING REINFORCING COMPA TED FILL v a XX �� - - ��---max- — fm EMBED POST BASE INTO of CONCRETE FOUNDATION EXISTING FOOTING 12"x12" MONOLITHIC FOOTING DRILL 6" AMD EPDXY • AND STEMWALL SEE FOUNDATION PLAN 1-#4x1'-6" HORIZONTAL NOTE: SAWCUT CONCRETE SLAB WITHIN 12"w x 12"d MONOLITHIC i DRILL 6" & EPDXY 2 PCS #5 x 2'-6" DOWEL 0 24" OC (TYP) 4 TO 12 HOURS OF CONCRETE PLACEMENT 1 -0�, THICKENED EDGE W/ LONG INTO EXISTING FOOTING 2-#5 CONTINUOUS '_4:1 DRAWN NEW SLAB INTERSECTION W EXISTING SAWCUT SLAB, TYPICAL :%A PRB NEW FOOTING INTERSECTION W EXISTING THICKENED EDGE CHECKED CCK z SECTION AT FOOTING 3 SECTION AT SLABr4-� SECTION 5 SECTION CBs 66-SDS2 8/23/02 co „ „ 3 „ � , +, „ , „ ., " SCALE 5--1 SCALE: 3/4 = 1 --0 S-1 SCALE: /4 1 _0 5-1 SCALE: 3/4 = 1 -O S-1 SCALE: 3/4 = 1 -0 AS NOTED JOB NO. E02-112 �'�''.•�y�t1� SHEET rte. ,Y S - 1 sl ' `��/� r l •t`:. 'Jk `SHEET 1 OF 3 t-7 -lq v(,, Pa►nom. r-Or Ul�. 2"x10" SYP No.2 SIMPSON A35 HURRICANE 2"x4" SYP No.2 OUTLOOKER REVISIONS BY 2"x8" SYP No.2 LEDGER W/ 4 ROWS 16d RIDGE BEAM CLIP, SEE UPLIFT ® 24" O.C. COMMON WIRE NAILS INTO EXISTING WALL CONNECTOR SCHEDULE FRAMING CSD 16" O.C. 2"x8" SYP No.2 OVERFRAMING 2"x4" SYP No.2 BLOCKING 4" 12d NAILS CDX PLYWOOD ROOF SHEATHING. ° ® 48�� O.C., 4 SPACES 2x4 SYP No.2 BLOCKING 1pc SIMPSON A35 CLIP ANGLE FASTEN w/ 8d COMMON WIRE NAILS RAFTERS 0 24" O.C., SEE ROOF BACK ROOF SHEATHING 2"x6" SYP No.2 TOP PLATE FROM EACH LANAI RAFTER TOFRAMING PLAN. ® 4" O.C. EDGE AND 6" O.C. FIELD. PER PLAN //-- lpc SIMPSON H2.5 LEDGERHURRICANE CLIP @ • •; 12 2"x8" SYP No.2 RAFTERS 024" O.C. EACH OUTLOOKER TO MATCH SEE ROOF FRAMING PLAN. FASTEN TO �3'/2„ EXISTING HEADER BEAM W/ 2pcs 12d TOE-NAILS ° ° ° ° ° ° ° ° 8 TOP PLATE NAILS EACH SIDE OF RAFTER ° ° ° ° ° ° ° ° 4-12d N ILS x 2"x6" SYP No.2 SYP No.2 2x6 SYP No.2 COLLAR TIES w/ 1pc SIMPSON H2.5 FROM CEILING JOIST 0 24" O.C., 8-12d NAILS EACH END, ° . 2"x6" TOP PLATE SEE ROOF FRAMING PLAN SEE ROOF FRAMING PLAN NAILS TO STUDS 0 16" O.C. HURRICANE CLIPS PER = NOTE: COLLAR TIE TO BE LOCATED 2"x6" SPF No.2 STUDS UPLIFT CONNECTOR SCHEDULE NO HIGHER THAN 2/3 THE TOTAL �, RAFTER N HEIGHT OF THE RAFTER 4-12d NA S @ 16 Q.C. . 1 pc SIMPSON MTS12 TWISTED STRAP FROM EACH STUD TO TOP PLATE EL. +8'-1" BEARING THE FIRST SCISSOR TRUSS 2"x6" SYP NO.2 LEDGER W/ I � SEE ARCH PLANS�/is" OSB CEILING DIAPHRAM, � I 2 DETAIL I/," CDX PLYWOOD WALL WIRE 3 ROWS 16d COMMON FASTEN FIRST SHEATHING. FASTEN W/ U NAILS INTO EXISTING WALL FASTEN W/ 8d COMMON WIRE (3}2"x10" SYP N0.2 HEADER S--2 SCALE: NTS CONT. 2x4x8' #2 SYP PRE- ENGINEERED WOOD SCISSOR TRUSS Z V) FRAMING ® 16" O.C. NAILS 0 6" O.C. EDGES BEAM. SP ICE TOGETHER W LATERAL BRACE ® 48" O.C. 8d COMMON WIRE NAILS --- ci / OVERFRAME W/ 2"x8" SYP SCISSOR TRUSSES TO EACH STUD 0 3" O.C. EDGES AND w AND fi O.C. FIELD 4 ROWS 12d COMMON WIRE W/ 3-12d AT EACH TRUSS 0 24" O.C. W/ 3--16d COMMON 6" O.C. FIELD L,_I z o „ No.2 RAFTERS ® 24 OC, 0 � 8-12d COMMON WIRE NAILS NAILS 4 2 O.C. 5 W/ 2x6 SYP No.2 COLLAR BOTTOM CHORD WIRE NAILS w uj 0 FROM EACH CEILING JOIST /a CDX PLYWOOD TIES W/ 8pcs--12d COMMON 0 EXISTING 2 STORY TO RAFTER ROOF SHEATHING GABLE END X-BRACING (2)2"x6" SYP No.2 Y � W_co NAILS EACH END ® 24 OC. BOTTOM PLATE Q U� RESIDENCE 6 c SIMPSON MSTA24 2"A" D TAIL STRAPS FROM HEADER BEAM 1 ROW 10d 2x8 SYP No.2 LEDGER, r-6-� E U U m o COMMON NAILS FASTEN LEDGER TO ROOF o z TO 6"x6" POST BELOW 0 3" OC THRU PLYWOOD DECK W/ S--2 SCALE: NTS v U-11 w 2-#12x33/4" ROOF GRIP = (D p j a: SCREWS W/ 1" DIA. WASHERS 0 zoo-j AT EACH EXISTING TRUSS 0 00 INTERSECTION DRILL, COUNTERSINK, AND _ v 6"x6" P.T. SYP No.2 INSTALL 5 a x12 LAG SCREW (n V) POST = VV 2"� WASHER 4"x8" PERGOLA BEAM - o --� U 1pc SIMPSON H2.5 / � U EXISTINGROOF FRAMING W/ 8-8d COMMON NAILS U a 0 24" 0.C. FROM RAFTER TO LEDGER w 1pc SIMPSON CBSQ66-SDS2 LEDGER DETAIL AT OVERFRAMING RAFTER EMBEDDED PAST ANCHOR � rT DETAIL I I 1 4" CONCRETE SLAB ON GRADE w r S-2 SCALE: 3/4" = 1'--0" I jj 1 /2 EXPANSION JOINT / I W/ ELASTOMERIC WWF 6x6 W1.4xW1.4 OVER 6 MIL ao 2pcs - 1�6d RING SHANK II SEALANT VAPOR BARRIER ON COMPACTED FILL 2"x8" SYP NO.2 RAFTER ® 24 I I 1 „ O.C., SEE ROOF FRAMING PLAN STAINLESS STEEL TOE-NAILS _____T.O.S. EL,.+ 0'-0" 1pc SIMPSON MTS12 FROM EACH SIDE INTO 6"x6" POST ,. •, RAFTER TO STUD BELOW • 12 - 1"x8" TRIM W X X X X X X X X X X X X F SEE ARCH--I PLANS o o ° 7 0 7 ,�I I STRONG BACK -- `�' 2"x4" SPF #2 STUDS ® 24" O.C. \\_8%8" SYP NO.2 WOOD POST C) " C R ALIGNED W/ RAFTER orf� C)3 1c SIMPSON MTS20 FROM 12"x12" MONOLITHIC CONCRETE 0 P FOOTING W/ 2-#5 CONTINUOUS 1�-0" BEARING WALL STUD TO � Q FRAMING BELOW CEILING JOIST, „ „ LLJ SEE PLAN PERGOLA BEAM TO 6 x6 POST _ (> SECTION AT COVERED LANAI Z W DETAIL x- 00 ri SECTION _ S--2 SCALE: NTS CL z o S-2 SCALE: 3/4" = 1'--0" INTERIOR BEARING U- WALL 0 0 w _ W Uf Q U 7 Q w wm PONY WALL AT RAFTER ` nw Wn ~ V l > Q r4- DETAIL Fn 0 -� S-2 SCALE: 3/4" = 1'-0" >_ U W Q �' _ 2"xfi" SYP N0.2 OVERFRAMING NEW 2"x10" SYP N0.2 Z RAFTERS ® 24" O.C. RIDGE BEAM Q 0 CDX PLYWOOD 2"x8" SYP N0.2 OVERFRAMING ROOF SHEATHING 12 RAFTERS 0 24" O.C. 0 V) ° 2"x8" SYP No.2 LEDGER, FASTEN Q LEDGER TO ROOF THRU PLYWOOD 8 0 Lv DIECK W/ 2-#12x33/4." ROOF GRIP 12 Z SCREWS W/ 1" DIA. WASHERS AT EACHI EXISTING RAFTER INTERSECTION 0 8 '/2" CDX PLYWOOD ROOF 1 ROW 10d COMMON SHEATHING. FASTEN w/ 0 NAILS 0 3" OC 8d COMMON WIRE NAILS z ® 4" O.C.EDGE AND @ 6" O.C. FIELD. EXISTING RIDGE BEAM EXISTING PLYWOOD 1pc SIMPSON H2.5 ROOF SHEATHING , W/ 8--8d COMMON NAILS ADD 2"x6"�� SYP No.2 COLLAR ;� FROM RAFTER TO LEDGER TIES ® 24 O.C. W/ DRAWN PRB 8-12d COMMON WIRE NAILS EACH END. CHECKED a 5v t 4v CCK EXISTING RAFTERSp ord�a,' 2 8/2A3 r s EXISTING 2"x6" SYP No.2 SCALE COLLAR TIES "" v AS NOTED JOB NO. ,e E02--112 ,,��, � •• t .�;: ,f• %; SHEET V' OVERFRAMING AT EXISTING ROOF �'� �r: '•-' 0 ;• . t „i 05 DETAIL - + S 2 N l� � ,; nC) S--2 SCALE: 3/4" - V-0" �► rf�4 '°. Y r =ry�,,�• sHE�T 2 of 3 UPLIFT CONNECTOR AT UPLIFT CONNECTOR SCHEDULE REVISIONS BY TOP AND BOTTOM OF STRUCTURAL NOTES: EACH STUD, SEE SCHEDULE EXAMPLE OF UNSUPPORTED (UNBLOCKED) MEMBER SUPPORT SIMPSON CONNECTOR DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE FLORIDA BUILDING PANEL EDGE. UNSUPPORTED PANEL EDGE IS CODE 2001. WIND DESIGN PER ASCE 7-98. LOCATED WITHIN WIND BORNE BOUNDRY OF TYPICAL CONDITION UNLESS BLOCKING IS REQ'D PRE-ENGINEERED ROOF TRUSSES DEBRIS REGION. DESIGNED AS "ENCLOSED." CONTRACTOR SHALL INSTALL SHEARWALL BY SCHEDULE OR NOTES. N BE OF FULL SCISSOR TRUSS DOUBLE TOP PLATE (2)MT312 LR (1)IH16 IMPACT RESISTANT WINDOW/DOOR GLAZING SYSTEM OR STRUCTURAL . _ . _ H GHT STUDS HEADER BEAM (2)MTS12 OR (1)W16 SHUTTERS IN ACCORDANCE WITH SECTION 1606.1.4. E H IDE OF 0 NIN , SEE CONVENTIONAL ROOF FRA ING GROUP R RESIDENTIAL OCCUPANCY P N R SCHEDULE SHED ROOF RAFTER DOUBLE TOP PLATE (1)MTS12 OR (1)H16 TYPE VI CONSTRUCTIONS HEADER, SEE INTERIOR BEARING WALL �1)MTS12 UNPROTECTED UNSPRINKLED GYPSUM BOARD - . PLANS ROOF LEDGER 1H2.5 OR PLYWOOD HEADER STRAPS, OVERFRAMING RAFTER RIDGE BEAM 1)A35 1. LIVE LOADS . . ' ' " " SEE UPLIFT SCHEDULE ROOF LEDGER 1)A2.5 UNIFORM LIVE LOADS NAIL SPACING AT (NOTE: INSTALL OVERFRA ING LEDGER BOARD TO TRI, SSES W 2 ROWS FLOOR 40 PSF ROUGH OPENING #10 x 33/4" DECK SCREW W/ 1"0 WASHER AT EACH INTERSECTION) ROOF 20 PSF SUPPORTED EDGES, EXAMPLE OF ' SEE NOTES OR SCHEDULE SEE ARCH PANEL EDGE w/ NEW LARGE COVERED LAN I 2. BASIC WIND SPEED 120 MPH • BLOCKING WHERE LANAI HEADER BEAM 6"x6" POST IMPORTANCE FACTOR 1.0 REQUIRED BY • CLIPS OR CRIPPLE SUPPORT STUDS �6�MSTA24 4MSTA24 OR (4)HTS24 EXPOSURE 'C' • • HOLDDOWN AT STUDS • MEAN ROOF HEIGHT 15.0 FT SCHEDULE OR FOUNDATION 6"x6" POST FOUNDATION NOTES SEE SCHEDULE (1)CBSQ66-SDS2 ROOF PITCH 8/12 (33.7 DEGREES) C3 • INTERNAL PRESSURE COEFICIENT ENCLOSED +0.18/-0.18 SUPPORT STUDS FOUNDATION (1)HTT22 COMPONENT AND CLADDING Z Of STUDS, ROOF TRUSSES, w OR FLOOR JOISTS COVERED LANAI AT EXISTING STRUCTURE WINDOW/DOOR PRESURE SEE SCHEDULE ON SHEET S-3 J o LANAI RAFTER HEADER BEAM �1)MTS`12LL Z 0 Ali 1,11 WALL LEDGER 1)A35 L__ 3. ALLOWABLE UNIT STRESSES: Q 1. z N NAILING TO INTERMEDIATE LANAI HEADER BEAM 6�+x6 POST 4)MSTA24 A) CONCRETE DESIGN AS PER ACI 318 LATEST EDITION Y ¢ >:ec'o SUPPORT IS 6" OC MAX, UON FRAMING AND STRAPPING SUPPORT STUDS �4)MSTA24 OR (4)HTS24 SLAB ON GRADE f'c = 3000 PSI Q0p = m 6 NAILING PATTERN FOR SHEATHING AT TYPI CAL WALL OPENING 6"x6" POST FOUNDATION (1)CBSQ66-SDS2 ALL OTHER CONCRETE (U.N.O.) f c MONOLITHIC FOOTINGS f'c = 3000 PSI 3000 PSI U v=> o ON ROOF.- FLOOR AND SHEARWALLS Q!: R� uj Jw DETAIL 3DETAIL SUPPORT STUDS FOUNDATION (1)HTT22 B) REINFORCING STEEL - ASTM A615 GRADE 60 W to o1 WINDOW DO R HEADERS ( NTERIOR AND EXTERIOR) a- z O oz 5-3 SCALE: NTSHEADER TO 3'-0" JACK STUDS (1)MSTA24 EACH SIDE C) WELDED WIRE FABRIC - ASTM A185 0 _j -cn S-3 SCALE: NTS OVER 3'-0" TO 6'-0" JACK STUDS (2)MSTA24 EACH SIDE ~ V) v 7) D) SOIL BEARING (DESIGN MAX.) 2500 PSF oz EXTERIOR HEADER SPAN TABLE AND STUDS EXTERIOR BEARING WALLS DBL TOP PLATE 1st LEVEL STUDS (1)SPH4 0 16" Q.C. U HEADER BEAM WINDOW/DOOR 2x4 JACK 2x4 FULL " E) ALL DIMENSION LUMBER HEADERS AND BEAMS SHALL BE SYP NO. 2 SIMPSON SPH4 AT 2x4 BLOCKING AT ALL 1st LEVEL STUDS SILL PLATE 1 SPH4 ® 16 Q.C. OR BETTER, WITH AN ALLOWABLE BENDING STRESS IN ACCORDANCE MAX OPENING STUDS HT STUDS EACH STUD TO HORIZONTAL JOINTS IN SILL PLATE FOUNDATION /;"0 x 10" ANCHOR BOLT w/ WITH NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION TOP PLATE WALL SHEATHING (2)2x8 SYP N0.2 3 --1 1 3 2"x2"x'/e" PLATE WASHER BY AMERICAN FOREST & PAPER ASSOCIATION. ALL STUDS SHALL 2 PCS SIMPSON CS16, 40" LONG (2)2x1© SYP N0.2 6'-1" 2 4 ® 24" OC BE SPF N0. 2 (UNLESS NOTED OTHERWISE). EXTERIOR WALL FRAMING NOTES: .4UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM CONCRETE COVER 1) TYPICAL HEADER SYP No.2 UNLESS NOTED OTHERWISE ON PLAN 1) CONNECTORS ARE SIMPSON STONG TIE OR EQUIVALENT. FOR REINFORCING SHALL BE AS FOLLOWS: " 2) NUMBER OR JACK STUDS EACH SIDE OF WALL OPENING, 2x4 SPF No.2, 2) SEE DETAILS THIS SHEET FOR TYPICAL APPLICATIONS. MONOLITHIC FOOTINGS 3" - z /2 CDX PLYWOOD SHEARWALL UNLESS NOTED OTHERWISE ON PLAN. 2) USE THE FOLLOWING FASTENERS FOR EACH CONNECTOR: SLAB ON GRADE CENTERED 0 SHEATHING FASTEN TO STUDS H2.5 10--8dx1'/2" MTS12 14--10dx1 V " w/ 8d COMMON WIRE NAILS UPLIFT CONNECTOR AT SPH4 10-8d MSTA24 20--10dx11�2" 5. ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE A 0 3" OC EDGE AND 6" OC FIELD TOP AND BOTTOM OF H16 12-10dx1 V " HTT22 5/8"0x12" ANCHOR BOLT W " EACH STUD, SEE SCHEDULE HTS24 24--1Odx11/2" AND 32-16d TYPICAL BENDING DIAGRAMS AND PLACING DETAILS OF ACI STANDARDS /2 CDX PLYWOOD EXTERIOR CBSQ44-SDS2 14-SDS 1/ " x2„ AND SPECIFICATIONS. ALL REINFORCING STEEL SHALL BE HELD O 0 SHEATHING FASTEN TO STUDS 4 SECURELY IN POSITION WITH STANDARD ACCESSORIES DURING PLACING W/ 8d COMMON WIRE NAILS WOOD SCREWS SECURELY CONCRETE. © 3" OC EDGE AND 6" OC FIELD HTT16 5/8"Ox12" THREADED _j STUD AND 118-16d 6• SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE AS Q Q NU ER OF FULL HEIGHT FOLaf REAC ION A HOR CONCRETE 40 BAR DIAMETERS Q S S EACH SIDE OF EACH END 0 SHEA ALL D Q SEGMNT AS : ER SEDULE OPE ING, SEE PLAN 7. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR �- UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. HEADER, SEE OR CHE ULE � _ W 2x4 SPF#2 STUDS 0 16" OC PLANS 8. PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING OR OTHER D MEANS TO SUPPORT STRUCTURAL ELEMENTS IN PLACE DURING ry U DOUBLE STUD EACH END HEADER STRAPS, z OF SHEARWALL CONSTRUCTION. � w SEE UPLIFT SCHEDULE I`-' SIM SON S71-14 AT EXTERIOR WALL w/ 1/ " x10" 0 0 ¢ 0 EA STU TO 2 9. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. BO OMP TE ANCHOR BOLTS ® 24" OC ROUGH OPENING SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING (� ? w/ 2x2xVa" PLATE WASHER SEE ARCH DRAWINGS FOR EMBEDS, OPENINGS, SLEEVES, ETC. WHICH ARE NOT 0 LlJ L` SHOWN ON STRUCTURAL DRAWINGS. 0 = __.x _� _�.xW�_�„__ __x_.___.x_._____ _.___,___. W___ IN LATERAL SHEAR ANCHORS: DRILL 0 CLIPS OR CRIPPLE Z w ____________________ I AND INSTALL '/2"Ox8" WEDGE HOLDDOWN AT STUDS 10. THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE Q w m EXPANSION ANCHORS w/2"O FOUNDATION RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, W cn ca OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE I* WASHERS @ 32" OC SEE SCHEDULE CONTRACTW OR, OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE OF ANY OF THEM TO CONSTRUCT THE WORK IN > r • 0 ACCORDANCE WITHTHE CONTRACT DOCUMENTS. 0 FIRST SHEARWALL STUD » » NAILED TO EXTERIOR INTERIOR SHEARWALL SW--2 WALL FRAMING TE IDR16d 11. THE DESIGN OF THE PRE-ENGINEERED ROOF TRUSSES SHALL BEAR J W OVER CONCRETE SLAB COMMON WIRE NAILS THE SEAL OF AN ENGINEER IN THE STATE OF FLORIDA. ALL TRUSSES Q SHALL HAVE TEMPORARY BRACING PER "COMMENTARY AND 0 8" OC EACH SIDE FRAMING AND STRAPPING RECOMMENDATIONS FOR HANDLING, INSTALLING, AND BRACING METAL Z EXTERIOR WALL PLATE CONNECTED WOOD TRUSSES, HIB-91." FOR OTHER BRACING Q 0 2 DETAIL FRAMING AND AT INTERIOR BEARING WALL REQUIREMENTS, NOTIFY ENGINEER. PROVIDE PERMANENT BRACING WALL SHEATHING PER TRUSS MFR. SHOP DRAWINGS. IF PERMANENT BRACING IS NOT S-3 SCALE: NTS r-4-s\ DETAIL SPECIFIED, CONTACT ENGINEER. 0 V) SECTION A-A s-3 SCALE: NTS Q LU � _J SHEARWALL SPECIFICATIONS INTERIOR HEADER SPAN TABLE AND STUDS 0 SW-1 INSTALL '/2" CDX PLYWOOD SHEARWALL SHEATHING OVER 2" X 4" HEADER BEAM WINDOW/DOOR 2x4 JACK 2x4 FULL SPF#2 STUDS AND FASTEN WITH 8d COMMON WIRE NAILS MAX OPENING STUDS HEIGHT STUDS DESIGN WIND PRESSURES FOR WINDOWS/DOORS (PSF) Q 3" o.c. EDGES AND 6" O.C. FIELD. INSTALL SPF#2 BLOCKING (2)2x8 SYP NO.2 3'-1" 1 3 END ZONE = 6'--0" AT ALL HORIZONTAL JOINTS. INSTALL ONE PIECE SIMPSON HTT22 AREA 10sf 20sf 30sf AT EACH END OF SHEARWALL SEGMENT. FASTEN THE HTT22 WITH 1) TYPICAL HEADER SYP No.2 UNLESS NOTED OTHERWISE ON PLAN POSITIVE SUCTION POSITIVE SUCTION I POSITIVE SUCTION 5/8"Ox12" ANCHOR BOLT WITH 32-16d COMMON WIRE NAILS. 2) NUMBER OR JACK STUDS EACH SIDE OF WALL OPENING, 2x4 SPF No.2, INTERIOR UNLESS NOTED OTHERWISE ON PLAN. 36.9 -40.1 35.3 -38.4 34.3 -37.4 SW-2 INSTALL 1/2" CDX PLYWOOD INTERIOR SHEARWALL SHEATHING OVER ENDZONE 36.9 --49.9 35.3 _46.1 34.3 -44.2 DRAWN PRB 2"x4" SPF#2 STUDS AND FASTEN WITH 8d COMMON WIRE NAILS ® 3" o.c. EDGES AND 6" O.C. FIELD. INSTALL SPF#2 BLOCKING AT AREA 40sf 50sf 60sf CHECKED ALL HORIZONTAL JOINTS. INSTALL ONE PIECE SIMPSON HTT22 AT -POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION CCK EACH END OF SHEARWALL SEGMENT. FASTEN THE HTT22 WITH DATE co 5/81Ox12" ANCHOR BOLT WITH 32-16d COMMON WIRE NAILS. INTERIOR 33.6 -36.7 33.1 --36.2 32.6 -35.8 8/23/02 SCALE Y ENDZONE 33.6 -42.8 33.1 -41.7 32.6 -40.8 AS NOTED INDICATES ONE PIECE SIMPSON HTT22 - roe No. INDICATES THE NUMBER OF FULL HEIGHT 2x4 STUDS EACH SIDE OF THE THE DESIGN OF THE FASTENING OF THE WINDOWS/DOORS TO's TIn rJ '�., E02--112 V) WINDOW FRAMING/BUCKS IS THE RESPONSIBILITY OF THE WIN060_ 'sF•• ' '- ': SHEET cv O SIIDE MINIMUM. OR OPENING. INSTALL TWO PIECES FULL HEIGHT STUDS EACH MANUFACTURER/SUPPLIER AND SHALL MEET THE WINDOW��OA ri DESIGN WIND PRESSURES. c cv NOTES: n 1) SEE DETAIL 1/S-2 FOR TYPICAL SHEATHING NAILING PATTERNS. 2) SEE FLOOR PLANS FOR SHEARWALL LOCATIONS. SHEET 3 of 3 ��� � SQCv� ��.r��c� ���v�