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860 PARADISE LN PLANS 0) L4 w 0) 0)1 7�_ 0 j F'I I" izo CA LOT, COVERAGE: LOT 16 N�0 < HOUH (porche_5 incluaca) --22(;0 CD LL ' 9 6 DRIVE * WAL G97 C� —00 EQUIP. FAD5 — 53 0) TOTAL COVERAGE 3010 m 2IN z 0 Cl C� C� LOT 9 '_0 759G 0 el 0) /�A INDEX TO DRAWINGS 151 REAR _ _ PERCENT COVERED . 40% (5) COVERED PORCH LOT 14.7PARMSE PREsRVE AS FtECORDED IN PLAT Ww 57, PAGES 31, 31A. ARCHITECTURAL 318, 31C OF THE CURRENT PUMIC REOOROS OF DUVAL COUNTY, FLORIOA. w > IV A- ONE w COVER 5�IEET SITE U) It L�G' AL: w 0 CC) C� 2 5TOKY 1f"OUH 0 -1 A-TWO C� LOT 165 FAKAD15E PRESIERVE ff I R5T f LOOP, PLAN ------------- ------------- W w -------- ------- A5 P\ECOP\DfD IN FLAT 13OCK 57, A-THREE CID r 1 ---- U) SECOND FLOOR PLAN 0 L FAGE5 3 15 3 1 A, 3 1 D9 3 1 C < < w 00 A- FOUR ROOF PLAN -7 Off THE CUP\P\f NT FUDLIC RECORD5 < GARAGE I __j EJ 101- 0 Of 'DUVAL COUNTY, 1'LORIDA. - Q A- FIVE ELEVATIONS z A- SIX ELEVATIONS 11 7 1 /2 0 < A- SEVEN fOLJNDATION PLAN ..A (for reference only - see structural) 'L A- El (3 HT 7 LIT UNE PROVIDE INLET PROTECTION ff I R5T f LOOK ELECTRIC IRONT PORC�l C� ANY 1`0 R ALL I N LETS w It > A- NINE 0 SECOND FLOOK ELECTRIC C� 0 Ir 0 < 0 0 A -TE N z 0 WALL SECTION w 0 "3Cn` CONC. N 0 T E 5 (for reference only - 5ce structural) 0 z ir 0 A WALK 0 I ELFCTR[CAL WRING FER NEC 2008 Q5 (0 2.) ALL DRANCH CIPCUIT5 THAT 5UPTILY I 25-VOLT, w 0 51NGLE PHA51f, 15- AND 20-AMPEF� OUTLffT5 dg .z IN5TALLffD IN 5ffDROOM5 5!iALL 15E PROTECTff[) ATTACHMENTS 0 6-,/ r OVAG 6 13Y AN AKC-fA[JLT CIRCUIT-INTERRUFTEP, LISTED 0it iN-3N �A� TO PPOviDt PROTECTION OF THE ENTIRE CIRCUIT. %� 18 v 3.) UNU5ED IN ITEM 1 f__Op1m G00C_0 I A-) ffLORIDA ENERGY EFFICIENCY CODE 0 10 ITEM 2 5EALED 5UPVEY 6 0 W W NOTES : ITEM 3 TKU55 ENGINEERING Z5 1 ) OCCUPANCY CLA55 15 GROUP R-3 W ITEM 4 STRUCTURAL ENGINEERING 2) CONSTRUCTION TYPE 15 TYPE 55 0 4� 0 3) APPLICA5LE CODES : 10 N 2010 f LORIDA 15UILDING CODE RE51DENTIAL w g: 0 2008 NATIONAL ELECTRIC CODE 0 "�y 00 2010 f LORIDA f IRE PREVENTION CODE 0 CURKENT ATLANTIC BEACH LAND DEVELOPMENT CODE Ito Cc Z PARADISE LANE w C) 0 (PRIVATE-VARIABLE WIDTH RIGHT OF WAY) LL 1�_ 02Lw CL z Cl) C0 w Co Z m 0 z 0 0 z z 04 UJI IL 0 -1(0 LL 10 04't w(1) m 0) 0 LAI ]ZO 0) 0 LOT COVERAGE: LOT 16 LA HOU51f (porche5 incluc�eJ) 22GO G) 0 �wo DRIVE * WAL G97 00 C� 0) co 4�j) /VC.� EQUIP. PAD5 53 www''' z 0 T&AL COVEKAGE 3010 (1411 jr r-0 0 N 0) 0 LOT 759G Cb C� INDEX TO DRAWINGS w FEKCENT COVEKED 40% '�A 15' REAR 76-0 N COVERED FORCH ARC; HITECTURAL z w LOT llk'PARADISE PRESERVE AS RECORDED IN PLAT BOOK 57, PAGES 31. 31A, 318, 31C OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. > w - ONE A COVER 5�IEET 51TE w 0 _7� Lff GAL: -TWO t A f I K5T f LOOK PLAN F 2 5TDPY lfOU51- w W q) LOT 1 (5, FAKAD15F FKE5ffKVE w CIO A5-RECORDED IN PLAT 1300K 57 , -THREE 0 0 A SECOND FLOOR PLAN -------------- -------r7 4 w FAGE5 3 1 , 3 1 A, 3 115, * 3 1 C CC) 14, A- FOUR ROOF PLAN Off THE CUP\Pf NT PUBLIC P\ff COP\D5 0 00 4,V GAPAGE Of DUVAL COUNTY, f LORIDA. A- FIVE ELEVATION5 00 z Q A- SIX ELEVATIONS 0 /'(0 'S El E N 11 ' -7 1 /2 fOUNDATION PLAN A see structural) IN (for reference only C14 < A- EIGHT f I K5T f LOOP, ELECTRIC X' PROVIDE INLET PROTECTION 4'�'�OIJT UNE w Ir 01) if ANY fOR ALL INLETS 0 C� - N I I'l E SECOND ff LOOK ELECTRIC A 0 0! fRONT FORC�l 0 C� 0 0 < Ir w El 0� A-TE N WALL 5ECTION (for reference only - see structural) z Ir 0 �0_ /X, N 0 T E 5 0 ......... ?3G" CONC. C) WALK 0 _2��Q �y I J ELECTRICAL WIKING PER NEC 2006 (b w 2.) ALL DKANC�l CIRCUIT5 TtIAT 5LJFFLY I 25-VOLT, 51N6LE PHA5ff, 15- AND 20-AMPERIf OUTLET5 0 0 ATTAC H M E NTS N A-) iN5TALLffD IN 5ff[)P\OOM-9 511ALL bff FRC7ffCTffD 0-1. _��> t-_� DY AN AKC-fAULT CIRCLJ[T-1NTEKFLJFTEK LISTED .(; 00"0. TO PIKOVIDE FROTECTION OF ThE ENTiKE CIRCUIT. 0 iN3V� /6f 3.) UNU5ED ITE M 1 fi-ORM (;00C_0 I ffLORIDA ENERGY EfFICIENCY CODE 0 A-) .......... ITEM 2 SEALED 5UKVEY 6 w to 6`1 TKU w NOTES : ITEM 3 -95 ENGINEERING -3 w 1 ) OCCUPANCY CLASS 15 GKOUP R ITEM 4 STRUCTURAL ENGINEERING IN 2) CONSTRUCTION TYPff 15 TYPff 55 0 3) APPLICA5LE CODES : 2010 fLOF\IDA DUILDING CODE, KE51D�NTIAL 0: 0 0 2008 NATIONAL ELECTKIC CODE ""y 00 2010 f LOPI DA f I PE PKEVENTION CODE 0 CURRM ATLANTIC DEACH LAND DfVELOFMENT CODE w _j < 0 PARADISE LAN E (PRIVATE—VARIABLE WIDTH RIGHT OF WAY) w C( m FILE COPY .......... 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FOOTING 5FE ENGINEERING 12" MDE X 20" DP. 5LOPE MONOLITHIC W1 (2) # 55 1/811 �)c_r foot w _77 4- CONC. SLAB W/ w w 6X6 10/10 W.W.M. U) AND ORFIBERMESH w ON VISQUEEN 3,—11 it -A LL W 00 CIO .. .............................. ......... ............ F_ 6" (0 z loll I CURB LJLJ ........... .......................... L 8" BLOCK ADV. 5LA13 IT VVI TYF. 8" BELOW- IF ILL _j N ALL CELL5 W1 THICKENED F C14 SEE STRUCTURAL SLABS PER ENGINEER CO"C' FOR VEKT. 5TEEL v) 2" r------I < w rF =7=8 0 0 X < 0 .... ...... ......................................... ......... ... .......... 8 F- 0 0 w VERIFY PLUMBING LOCATIONS 0 z 0 00 _j LL LO 0** W W T 60 (If 13*-4** 21 13*-4" z In w 16'-6" CONC. w PEDISTAL 1 .5" 00 Ll 0 \1 2" WIDE X 20" DF , N MONOLITHIC W1 \ (2) # 55 0 (0 a 0 7*-80f 7p-8*1 't \ 's, 00 2$-10os 16*-4*$ 2'—10" 3 27' 3' 0 w L 22' 7'—10" 33' J W w < 0 62'—10" A FOUNDAMON SURVEY SHALL BE PERFORMED Id LL AND A COPY OF THE SUR4EY SHALL BE ON SITE FOR THE BUILDING INSPECTOR'S USE PRIOR TO FRAMING INSPECnON1. z 0 z 0 ALL PROPERTY MARKERS SHALL BE EXPOSED AND 1( A STRING STRETCHED FROM MARKER TO MARKER x < IL TO VERIFY REQUIRED SETBACKS. 0 0 _J(D LL 10 0 L E D G E N D 3@ PLUG 220 VOLT a) _0 SWITCH ZO RHEOSTAT SWITCH Block..........Count 3 WAY SWITCH FLOOD..........1 PENDENT........3 3 WAY RHEOSTAT SWITCH 0 AIR............1 WN UCFLOUR........3 INCANDESCENT CEILING MOUNT r\ flour 1 x2......1 0 220�...........2 13� C3 SMOKE..........3 RECESSED LIGHT 00 El CABLE..........4 REC............12 4() WALL MOUNT LIGHT FAN............2 SWITCH.........16 FLOUR. CLOSET LIGHT EF..........._1 3WAY...........11 z 0 REH............5 4' X 2' FLOUR. LIGHT N CID R chand..........2 FOUR TUBE r-0 & C LITE...........11 NO) Z_ @� PLUG...........39 _77 Q_ WP.............7 FLOUR. UNDER COUNTER LIGHT WLITE..........3 w OPENER.........1 F0_P 7EN GARAGE DOOR OPENER CEIL FLOU R..........2 FLOOD LIGHT FAN SMOKE DETECTOR Z R R CC > W < @ CARBON MONOXIDE DETECTOR 10 w (@E:E WATER PROOF PLUG w 0 REF EXHAUST FAN elf j LL Wp CEIL w R CEILING FAN LIGHT U) 0 4 1 1 1 < w v UP WP PHONE VERIFY CABLE CID FF ---- ----- EXHAUST FAN & LIGHT 0 z lite F-� UNDER COUNTER FLOUR. C CID heat 0 < ns FF] EXHAUST FAN, LIGHT, HEATER !ite 4' X 1' FLOUR. LIGHT Ott _j R I igl c Q it F A/C R 011 w 2' X 1' FLOUR. LIGHT El _j Li r----------------1 A/C w a- COMP Ir CHANDELIER 0 0 ir < P EF 0 < 2' X 2' FLOUR. LIGHT 0 '�% (a [��l w L_j FOUR TUBE 0 z 0 NITE LIGHT IL 0 Z1 11 TRACK LIGHT CEIL FE x I T EXIT SIGN EMERGENCY LIGHT FAN FIRE EXTINGUISHER dm R BILLIARD LIGHT w -0- PENDENT J 411 W W A/C A/C COMPRESSOR COMP dM dM dM w 00 j 0 N 0 T E 5 LL 1.) ELECTRICAL WIRING PER NEC 2008 0 2.) ALL BRANCH CIRCUITS THAT SUPPLY 125—VOLT, 0 SINGLE PHASE, 15— AND 20—AMPERE OUTLETS \ INSTALLED IN BEDROOMS SHALL BE PROTECTED BY AN ARC—FAULT CIRCUIT—INTERRUPTER LISTED 0 TO PROVIDE PROTECTION OF THE ENTIRE CIRCUIT. w 3.) HALO cans for sloped ceilings or equal. 0 0) 0 z 0 z IL 0 _j (D LL 10 04 w (D L E D G E N D jzo PLUG 0) Block.......Count 220 VOLT ---- ------------ PHONE.......1 $ SWITCH flour2......2 R 3WAY........4 $ RHEOSTAT SWITCH WN EF..........2 SMOKE.......4 3 WAY SWITCH [to L _J REH.........4 -00 CABLE.......4 FAN.........3 3 WAY RHEOSTAT SWITCH LITE........5 WP..........2 INCANDESCENT CEILING MOUNT R SWITCH......19 N WILITE.......4 RECESSED LIGHT z 0 REC.........14 (�t PLUG........25 WALL MOUNT LIGHT 14 CID it r-0 FLOUR. CLOSET LIGHT CEIL 4' X 2' FLOUR. LIGHT F-A IN FOUR TUBE FLOUR. UNDER COUNTER LIGHT w z FO-P—EN] GARAGE DOOR OPENER > w I QS_ FLOOD LIGHT W 0 W 0 SMOKE DETECTOR _j LL nc CARBON MONOXIDE DETECTOR w WATER PROOF PLUG w V) 0 d:iwr fET] EXHAUST FAN 0 4 < w L — — — — — — — — CEIL CEILING FAN LIGHT R FAN 0 z CID PHONE CABLE w CID 0 EXHAUST FAN LIGHT _j E R lite UNDER COUNTER FLOUR. attic heat Kfl EXHAUST FAN, LIGHT, & HEATER EF lite 5 4' X 1' FLOUR. LIGHT 0 0 Ir R 0 CHANDELIER 0 z < @ 0 < S w 0 z 2' X 2' FLOUR. LIGHT ir 0 FOUR TUBE CEIL CEIL NITE LIGHT FAN Cc FAN TRACK LIGHT a Z'\ C FEXIM EXIT SIGN EMERGENCY LIGHT FIRE EXTINGUISHER BILLIARD LIGHT J 6 W w 1dM dM PENDENT w A/C COMP A/C COMPRESSOR 00 0 LL IN N 0 T E S 0 (D 1.) ELECTRICAL WIRING PER NEC 2008 0 2.) ALL BRANCH CIRCUITS THAT SUPPLY 125-VOLT, SINGLE PHASE, 15- AND 20-AMPERE OUTLETS INSTALLED IN BEDROOMS SHALL BE PROTECTED o BY AN ARC-FAULT CIRCUIT-INTERRUPTER LISTED TO PROVIDE PROTECTION OF THE ENTIRE CIRCUIT. iL j 3.) HALO cons for sloped ceilings or equal. U w:) 0) z z 0 IL 0 (0 LL l(O 0 wlt 0 izo 40 _00 z 0 N 'o 0 NO) V) V) LLI om Fo-f L� LL L) cr Z) (A F- cor- LOL-i Z< Z Z w z Z) m Of > L) LL. z -0i m < F- 0 LLJ C; LL- LAJ V) 0 W 0 LLJ V) z w o (.3 D F- 0 LLI Qf _j V) Z) z LLI b U) 'Rt >- cr F- CD N V) F- < w 0 w Of U) z Li W ir W LLI . 0 LLJ a: LLJ z 04 o =� L) LL LLI F- z D 0 0 < c; In > z Oz wo < oz -i z :m F- 0 0 V) z 0 V) w 0 F- D -0 (,4 (.) F- 'Lo < V) 0 1.- 0 X V) 0 r) (n In z z 00 , 0 0 z4kz 0 D 0 LLI 0 5 M: V) < < 46 LLI L) 0 0 F- 14- z 0 w 0 0 Ln 0 X LL- U) 0� Lij U-1 w m i LLJ x LLJ <� x CL -i N U) t*z-j L, 0 Of a. x 1 0 LLLJ 1.-: 04 , < 0 L LL- 144, (0 I.L. 0) Z W Z �Fz 0 0 m go z C) In -5 n Ad @ x �7 M w C) z 0 0 0 0: V) 0 < 0 C) z z 0 z 0 2 0 < V) z z w F- 00 CN V) of a 0 z Y- C; 0 CL LLI 0 CD 0 CL LLJ Z V) It 0 F- uj LLI _j 0 z M D CL 0 z of 0 LLJ Z) -i Cif 0 I'd F- LL. �- z V) 0 LLI LLI v) Co' 3-(f-)- < F LL. z M It (,o LLI m 'r F- C) 0 V) -i < LL. C) Lj U) V) Z V) 0 04 F- (3 C) 0 C.D F- 0 0 z F- LL. 0 1-- Z z z 0 W LLJ2 L'i W 6-L 0 w Lu 0 LLI Ll y �6 -i U) M of z LLI C) LLI L) 0 z m it U) 0 U3 z V) 0 CL CL V) tr ;Fc 0 - 0 z -i o W 1 6- 0 1-- Z LLJ LL. Z-"U) C) LLI 0 0 Q� LLJ _j LLI LLI LLI -J . In LLI X X LJ V) Lij CL i a- Z Y LLI C) M U- t C.) -i V) C) D M 0 3t of in < FD 0 E) Li < w < v) -0001 (D (D C; W 0 U-1 < ow !�j < < uj WtOI,: ' gow C)lf Of (000 UJ C) Lu Z * ;j �- V) D 0 :3 E F-: . . i F- 0 Li Z F- 00 3:: CL 1-7 < n z X Ind U- --Jj Of z -i z V) z R n r- — moo < F- < < in cL a. z: 0 CL M: 0 0 < z 0 0 0 M (n I.- LL. Q 0 CO 0 LL- n W W (o 0 00 o 10) w 0 m z z 0 L r,,, pojjp� �Nj 0� 61 ro�G,L�l�\OG,rejej g� /40� Lvpliil� wir GENERAL NOTES: CD DESIGN SPECIFICATIONS: 8. All concrete slabs on grade shall be the thickness as indicated on the drawings over D the structural requirements of this project. N Project has been designed in accordance with the 2010 Florida Building Code, 1, The scope of these plans is limited to . . um 6 mil. polyethylene(visqueen)vapor barrier.Slabs shall be reinforced with Residential,and the Florida Building Code, Existing Building(as applicable). Architectural,civil(site),electrical, mechanical(plumbing and HVAC),waterproofing, minim and flashing requirements are not addressed in these plans. 6x6 W1.4x1-4 WWF lapped 8"at edges and ends in conformance with ASTM-A 185, or fibermesh reinforcement shall be used with minimum 2"fiber length at 1 LB/CY DESIGN CRITERIA: 2- It is the intent of the Engineer of Record(Engineer)that this work be performed in complying with ASTM C1 116(u.o.n.). conformance with all requirements of the authorities having jurisdiction over this type Wind Design Method ASCE 7-10 sand free of debris and of construction and occupancy. 9. Slabs on grade shall bear on structural fill which shall be clean r 130 mph other deleterious material.Structural fill shall be compacted to a de _13asic Wind Speed: nsity of at least Building Risk Category: 11 3. The contractor is responsible for the means and methods of construction. It is the 95%of the Modified Proctor Maximum Dry Density(ASTM D1557). Fill shall be treated u_ Wind Exposure: C(Enclosed Structure) ractors sole responsibility to determine the procedure,sequence, and temporary with termite poison before slab is placed. 0 UJ cont �uilding Classification: Residential Type V Construction bracing as to insure the safety of the building and its component parts during Building Type: structural fill. Structural fill shall be construction. 10. Footings may bear upon undisturbed soil or upon UJ V) Wind-Bome Debris: NOT located in the wind-borne debris region UJ compacted to a density of at least 95%of the Modified Proctor Maximum Dry Density I- 0 4. The contractor shall verify all conditions and dimensions at the job site prior to (ASTM D1 557)for a depth of at least two feet(2'-0")below the bottom of the footing. -6 z LU Unless otherwise noted, project site considerations shall be the responsibility of the - 2 W commencing work. 1 0 WO owner and/or contractor. Examples of such items include,but shall not be limited to 11. The following minimum concrete cover shall be provided for reinforcement: I LU determination of grade elevations,drainage features,and special requirements 'E W 5. The contractor shall supply, locate,and build into the work all inserts, anchors, angles, 3" Concrete cast against and permanently exposed to earth 7S Z associated with FEMA flood hazard and/or DEP zones. plates,openings,sleeves, hangers,slab depressions,or other components as may be 2" Concrete exposed to earth or weather !, UJ _3 LU I 1 1/2"Concrete not exposed to earth or weather 0 I cc required to attach and accommodate other work. fg , I DESIGN DEAD LOADS: "'A a. 6� All details and sections shown on the structural drawings are intended to be typical 12. All continuous reinforcing steel in concrete shall be lap-spliced with thW'6118Wrng�,, Floors: and shall be construed to apply to any similar situation elsewhere in the work except minimum lengths: The design floor dead load of 12 psf assumes a floor system utilizing wood decking or #4 bars: 21"minimum where indicated otherwise. wood subflooring over wood truss,wood 1-joist,or solid sawn lumber framing. The floor 45 bars: 26"minimum di Ili covering is assumed to be carpet,vinyl,wood or ceramic tile- The Engineer shall be e) 7. Refer to the structural drawings for all structural details and sections. The contractor #6 bars: 32"minimum 01 -Z notified if the floor coverings differ from the noted assumptions shall contact the Engineer for clarification in cases of conflict between the structural drawings and any drawings prepared by others prior to commencing work. 13. Reinforcement in footings shall be bent around corners or comer barsU-045s.used. ;-,, ." r Roofs: ........ Metal or Shingle: 10 psf(Rafters)7 psf(Wood Truss) 8. It is the owner's and/or contractor's responsibility to obtain a soils exploration report. 14. The contractor shall provide spacers,chairs, bolsters,etc.,necessary to'suppip, S Concrete or Clay Tile: 15 psf JIM The design of the project structure assumes an allowable soil bearing capacity of reinforcing steel. Support items which bear on exposed concrete surfaces sha0(&ii!! Refer to Architectural Plans for Roof Covering System 2000 psf. The Engineer shall be notified if soil conditions encountered differ from the ends which are plastic tipped or stainless steel. 0 UJ noted assumptions. All requirements for site preparation and soil compaction M Z< DESIGN LIVE LOADS: specified in the soils report shall be followed unless more stringent requirements are MASONRY: U_ OW Z Floors: specified in these plans. General: L2U Exterior Balconies: 40 psf CONCRETE: Exterior Decks: 40 psf U01 1, All masonry work shall be in accordance with"Building Code Requirements for i T Stairs: 40 psf(or 300 lb point load) < 1 All concrete work shall be in accordance with"Building Code Requirements for Masonry Structures,"ACI 530-08,and Specifications for Masonry Structures,"ACI Garages: 60 psf(or 2000 lb point load) Structural Concrete,"ACI 318-08,and"Specification for Structural Concrete,"ACI 301. 530.1-08 0 All Other Areas: 40 psf 2. All concrete shall have the following minimum compressive strength at 28 days: 2. Grout shall conform to ASTM C476 with minimum 28 day compressive strength of A Attics-. Slabs on grade,footings,and misc-concrete: fc=2500psi 2000 psi per ASTM C1 019. Grout shall be mixed to provide a slump between 8"to 11". �D Without Storage: 10 psf With Limited Storage: 20 psf Structural slabs,walls,beams and columns: fc=3000psi rm to ASTM C270 and be Type M or S. -r2a'mortar ma�t With Storage: 30 psf(fixed stair access) Designated radon zones only-all concrete: fc=3000psi 3. Mortar shall confo in brick veneer. 3. Cement shall conform to"Specification for Portland Cemenf(ASTM C150) Roofs: 4, The contractor shall be responsible for the a' 1*11 Vh q ..... ..... Less than 4:12 slope: 20 psf 0 0 5 S 4. Aggregate shall conform to"Specification for Concrete Aggregates"(ASTM C33) - . - T 412 slope or greater: 16 psf Concrete Masonry(CMU): 4ZE 53 0 0.4 5. Water shall be clean and free of injurious amounts of oil,acids,alkalis,salts,organic I P" DEFLECTION CRITERIA: 1. Concrete masonry units(CMU)shall be A 4"13 1 rin material or other substances that are deleterious to concrete or steel reinforcement. ht CV- SCALE: Concrete Masonry Units,normalweight, t 9t 12 r Y,*=T-0'(U.O.N.) Walls: 6. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the 1900 psi (f m=1500 psi). I I DO NOT SCALE Brittle Finish(wind load): U240 structural drawings.All reinforcing details shall conform to"Details and Detailing of 0 A THIS DRAWING Flexible Finish (wind load): U120 al I dWt RELEASE DATE: Concrete Reinforcement,"ACI 315, unless detailed otherwise on the structural 2- All continuous reinforcing steel in mason 111100 09-16-13 Floors: drawings. minimum lengths: 04 r. REVISIONS: Live Load: U480 #4 bars: 20"minimum --J 0 Ramona Total Load: U240 7. Tolerances for foundation and slab alignment as well as placement of reinforcement #5 bars: 25"minimum P64 Increased floor stiffness may be required by floor covering manufacturer #6 bars: 30"minimum LA. shall be in accordance with"Standard Tolerances for Concrete Construction and Materials,"ACI 117. Footing or slab edges may be up to 1/2"inside of the sill plate. Roofs: 3. Grout all cells containing vertical reinforceme n DRAWN BY: Live Load: L/240 CMF Total Load: Ul 80 4. Provide cleanouts per ACI 530.1-08 in the bottom course oi ninry when th# CHECKED BY: height exceeds 6-0". L5 SHEET: 5. Beam reinforcement shall be continuous across control joints. S-1 Clay Masonry(Brick): 12. Fasten plies of 1 %"wide engineered lumber as follows: WINDOW,DOOR AND SOFFIT PRESSURES: 2-ply beams with(3)rows of 0.131"x3 1/4"nails @ 12"o.c. 5 1� All window,door and soffit assemblies shall be designed to withstand the design 1. Brick shall conform to ASTM C62,C216, or C652 for Building Brick, Facing Brick,and 3-ply beams with(3)rows of 0.131"x3 1/4"nails @ 8"o.c. (each side) Hollow Brick, respectively'. Grade SW shall be used. 4-ply beams with(2)rows of Simpson 6 3/4"long SDW screws @ 12"o.c. pressures indicated below and shall be installed in accordance with the manufacturer's requirements. 2. Brick veneer shall be anchored with approved ties spaced no more than 16"o.c. STRUCTURAL STEEL: vertical and 16"o.c. horizontal. Additional ties shall be provided around all wall openinas greater than 16"in either direction,and shall be spaced no more than 36" 1� Structural steel shall conform to AISC Specifications for Design and Fabrication and WE E o.c.and placed within 12"of the openings. Erection of Structural Steel for Buildings(latest editions). a.Welded connections: AWS D1.1 WIND PRESSURES ON WINDOWS, DOORS & I U. Strand wire veneer ties shall not be less in thickness than No.9 gage wire and shall b.Structural steel shapes, plates: ASTM A36 0 C4 14J have a hook embedded in the mortar joint. Sheet metal ties shall not be less than No. c.Structural steel pipe: ASTM A53 or A501 SOFFITS (psf) 22 gage by 7/8"corrugated and fastened with 1 %"galvanized roofing nails. d. Structural steel tubing: ASTM A500 Lu LU (n Adjustable or strand wire veneer ties shall be used at CMU walls. LU AREA OF OPENING EDGE STRIP(5) INTERIO ZONE(4), 0 0) W 2. All structural steel connections and fabrications shall comply with AISC specifications. Z UJ CL 4. Unless otherwise noted on the plans,a steel angle L4x4xll4 shall be used for Pos Neg Pos Neg - LU 0 La supporting brick veneer over openings. This angle will not be required for arched 3. Steel shop drawings shall be provided to the Engineer for approval prior to fabrication. 0 to 20 sf 24.7 -33.0 24.7 -26.8 windows where brick is self-supporting. If the length of the opening exceeds 6'-0"then UJ W 20.1 to 50 sf 23.6 -30.7 23.6 -25.7 Z t= the steel angle shall be attached to the wood framing with 3/8"x 3"lag screws @ 12" 4. Holes required for bolted connections may be drilled or punched. Flame-cut holes _J "Go UJ 50.1 to 100 sf 22.21 -27-81 22.2 L11 O.C. shall not be used. 100.1 to 200 sf 20.9 -25.7 20.9 ..... U 200.1 to 500 sf 19.9 -23.4 19.9 g CL WOOD FRAMING: 5. Bolts shall be installed to the"snug-tight'condition-u.o.n- - % 24.7 Soffit Design Pressure 24.7 -33.0 Jr Base Design Pressure 20.90 GCpi ±0.' 1 All wood framing has been designed in accordance with"National Design Specification 6. All structural steel shall be shop-painted with SSPC Paint 15(red oxide)primer. Prior (NDS)for wood construction,"2005 edition. to painting,steelwork shall be cleaned per SSPC SP-6"Commercial Blast Cleaning". 2. All wood members exposed to weather or in contact with masonry, concrete or soil 7. SSPC Paint 36(polyurethane)shall be applied as the final coat to all structural steel shall be treated with an appropriate preservative suitable for the exposure conditions. surfaces exposed and visible to the exterior of the structure. 3 If ACID treatment is used on any wood member,then all nailing shall require 8. Field touch-up after installation where required to restore final finish. hot-dipped galvanized nails meeting ASTM A153, Class C,or ASTM B695, Class 50- If borate treatment is used then galvanizing is not required. HARDWARE AND ANCHORS: 0 a Z 4. Prefabricated wood trusses shall comply with NDS and"National Design Standard for 1. All framing anchors and connectors noted on the structural drawings shall be U_ In Metal Plate Connected Wood Truss Construction(ANSI/TPI 1-07)." manufactured by Simpson Strong-Tie or Engineer approved equal. 0 UJ D _9 5 All trusses shall be designed by the Truss Manufacturer's registered Engineer. 2. All anchor bolts and threaded rods shall be in accordance with ASTM A307 or ASTM F1554,Grade 36. TYPICAL EDGE STRIP(5) UJ 0- & The Truss Manufacturer shall submit shop drawings and design notes with a a=4.4' J W registered Engineer's seal for approval. Design notes shall include the rated load 3. All metal connectors and hardware which are exposed to the exterior or in contact 0 capacity of the truss to triiss connectors,and the manufacturer's license to fabricate with ACQ pressure treated lumber shall be Type 316 stainless steel or galvanized per TYPICAL INTERIOR ZONE(4) trusses utilizing the connector system proposed.The contractor shall approve ASTM Al 53,Class C,or ASTM B695, Class 50. fabrication and installation drawings showing size,shape and layout. 4. Anchor adhesives shall be either Epoxy-Tie SET or Acrylic-Tie AT by Simpson 7. Jobsite handling and erection, including temporary bracing,during installation of Strong-Tie(with Florida Product Approval)and installed according to the ...... ............. trusses shall comply with TPI WTCA BCSI 1. manufacturers instructions. Holes shall be cleaned of all debris and brushed out prior to installation of anchor adhesive. 8. All prefabricated wood trusses subjected to uplift conditions shall be securely fastened I to their supporting walls or beams with metal connectors as noted in the Truss ROOF COVERING: Z Connection Schedule. 1. The contractor shall be responsible for the design and installation of the roof covering 9� All gable ends shall be balloon framed or braced in accordance with the applicable system. detail as shown in the structural drawings. SCALE: Y4*=V-0"(U.O.N.) 2. Asphalt shingles shall comply with ASTM D3161 and be installed according to the DO NOT SCALE 10. Guardrails, handrails,and guard in-fill components(Balusters and Panel Fillers)shall manufacturer's requirements. THIS DRAWING RELEASE DATE be provided by others. 3. Clay and tile roofs shall be installed per the"Concrete and Clay Roof Tile Installation REVISIONS: 11. Engineered lumber(LVL,,Parallarn or LSL)shall meet the following minimum material Manual,"and the manufacturer's requirements. specifications: LVL or Parallam LSL 4� Standing seam metal roofs shall comply with ASTM E1514 and be installed according E=1,900,000 psi E=1,550,000 psi to the manufacturer's requirements. Fb=2,600 psi Fb=2,325 psi Fe=750 psi Fc=800 psi 5. The contractor shall be responsible for the design and installation of all metal flashing Southern Yellow Pine member design incorporates design values for all sizes and DRAWN BY: Fv=285 psi Fv=31 0 psi and valley material. grades of visually graded Southern Pine dimension lumber per"Supplement No.13 to CMF CHECKED BY: the 2002 Standard Grading Rules for Southern Pine Lumber,"published by the ____ML_ I SHEET- Southern Pine Inspection Bureau(SPIB). S-2 62'-10" 11-0 22!-0" T-10" F_ hL iv-10. 2 0!�-2" Cx Lu > cn _�l Yy'2-S' I L L Lu 24"x 24"x 12"PAC I FOOTING Z ir WITH(2)#5 EACH I VAY(TYP.) 0 Lu SEE DETAIL' ON SD-1 P fn 0 X z UJI CL LL tA A% k,�,S�-2 ORA �Fr4trC 3'-11' T-1 V_ 4"CONCRETE SLAB WITH ��4 Ji < - -— ———— — 6x6 WlAxl.4 WWF OR J1 , FIBERMESH OVER 6 MIL J VAPOR BARRIER COVERING z Lu CLEAN,COMPACT,TREATED FI > z 0 F-4 Lo z< 9 ^H F.-I X 0 C14 to w �-2 SD- co r Lu 6-4- 13'4" 43 D A 0 P T rD !3 9 ST 7�NING] cn R 6 X:z IL '%SD-17 �e w F SD_l t -V w _j CJ SUGGESTED CONTROL JOINTS m 0 ��-2 U) LOCATIONS(SEE DETAIL-T-ON SD-2) 9 7-1 o" 16'4" 7-10" C�l C5 DENOTES TWO STORY BECOME FOOTING CONDITION 16'-6" 16'-6" CONTRACTOR SHALL VERIFY ALL DIMENSIONS USING FINAL APPROVED FLOOR PLAN PRIOR LL SCALE: TO CONSTRUCTION. E X"=V-0*(LI.O.N.) DO NOT SCALE 1 Y2"SILL "'�-24"x 24"x 12'PAD FOOTING THIS DRAWING RELEASE DATE- T-8' T 19" T-8' WITH(2)#5 EACH WAY(TYP.) 09-16-13 J.-O.1 SEE DETAIL"E"ON SD-1 REVISIONS: 22-101" T-10" T-0" 27'-0" T-0" 62'-10" -9 DRAWN BY: CMF CHECKED BY: FSS ISHEET: FOUNDATION PLAN S-3 NOTES: 1) ALL FIRST FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH2x6SPF NO.2 STUDS @ 16-O.C.FOR PLATE HEIGH T UP TO 10'-1 Y8'-U.O.N. 2) ALL FIRST FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH2x4 SPF No.2 STUDS @ 16"O.C.FOR PLATE HEIGHTS UP TO 10--1 Ye-U.O.N. 0 0 CONT.(3)SPANS -j (2)2x6 HEADER 3) THE FIRST FLOOR EXTERIOR WALL FINISH IS FLEXIBLE'(SIDING)-U.0-N. U. NOTE' ii 2K NOTIFY ENGINEER OF ANY VARIATIONS. (&\— ui REAR POST SHALL BE w > TREATED 44 POST ON (2)2xl 2 PORCH BEAM ui co ABU44-Z POST BASE. 1(2)JACKS� Lu :3 V) STRAP POST TO EACH BEAM MIN� o uj ABOVE WITH H6-Z CLIP. LU U) SEE DETAIL"F"ON SHEET SD-7 0 NOTE: J THIS OPEN PORCH CEILING REQUIRES A m ui C3 �e MINIMUM V SHEATHING.FASTEN WITH Lu 6d COM OR BOX NAILS AT 6"O-C.ON EDGES "No: 0 AND 12"O.C.IN THE FIELD. E SD-7 $W-3——— z SHEARWALL z . .................................................. LEG y ----�3)2X4 BUILT-UP (2)2x6 BUILT-UP----_ Lu POST(MIN.) POST(MIN.)ALIGNED 25 S -3 w/POST ABOVE of w 9 NOWBEARINGWALL 0 Lzu "�'-SOLID 2 M 3:(D CORNER BEARING WALL 9 z 0 w Lu 2 2xl 0 HEADER SW-6 D !R Z 2J 'IK'"' ..... . SHEARWALLS FASTENED WITH ..... . (2)2x6 BUILT-UP--_, 1 0 LL 8d COM(0.13 1'x 2 Y2')NAILS @ POST(MIN.)ALIGNED f LOU aw wtpo.ST ABOV.E-- 6"O.C.ON EDGES AND 12"O.C. ........ ON INTERMEDIATE SUPPORTS. (2)1 Y4"x 9 Y2"LVL o (2)2xl2HEADER M 2J lK w > a- 2J lK SW-3 r-----= = SHEARWALLS FASTENED WITH w 8d COM(0131'xM�)NAILS @ co 1� 3"O.C.ON EDGES AND 12"O.C. 2)1 Y4"x il Y8" I L% �LVLL3 - GZD��l ON INTERMEDIATE SUPPORTS. �,,2 J 2 K SHEATH BOTH SIDES OF WALL AT INDICATED SHEARWALL M 5 SW-3 9w-3 9 - /1,18W3 S I till 0 E rE NOTE:ALL EXTERIOR WALLS SHALL BE'SW-6'U.O.N. (2)2x6 BUILT-Up �2)2x6 BUILT-UP D-7 11 111 '�� (p, POST(MIN.) POST(MIN.) NOTE: No-T—E-- 11 (2)2xl 2 PORCH INSTALL SOLID BLOCKING WOOD FRAMED HEADER LEGEND: SCALE: EACH FRONT POST SHALL BE BETWEEN FLOORS AT SIZE X7=V-0"(LI.O.N.) TREATED 6x6 POST ON UPPER POST LOCATIONS OF HEADER DO NOT SCALE ABU66-Z POST BASE. THISDRAWING RELEASE DATE: STRAP POST TO EACH BEAM 09-16-13 NS: ABOVE WITH H6-Z CLIP. GARAGE DOOR NOTES 9 jREVISIO SEE DETAIL"F"ON SHEET SD-7 1. INSTALL( QUANTITY QUANT NOTE: _1)MSTA30 STRAP AT EACH END ITY OF GARAGE DOOR HEADER.NAIL STRAP EQUIRES A OF JACKS OF KING STUDS THIS OPEN PORCH CEILING R INTO HEADER AND JACKS BELOW. MINIMUM Y8'SHEATHING.FASTEN WITH 6d COM OR BOX NAILS AT 6"O.C.ON EDGES 2. EMBEDDED STRAP AT EACH END OF GARAGE NOTE: -9 DRAWN BY: AND 12"O.C.IN THE FIELD. C DOOR OPENING SEE DETAIL"F"ONSD-1 ALL WOOD FRAMED LOAD BEARING HEADERS ... CHECKED BY: SHALL BE MINIMUM(2)2x6 No.2 OR BETTER 3- 16'GARAGE DOOR SHALL BE RATED FOR A SYP.INSTALL MINIMUM(1)JACK AND SHEET: MINIMUM DESIGN PRESSURE OF 23.0,Dsf WALL LAYOUT-FIRST FLOOR 1)KING STUD AT EACH HEADER(U.O.N.) S-4 VNOTES: 1) ALL SECOND FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED wrrH2x6SPF N1.2 STUDS @ 16-O.C.FOR PLATE HEIGHT UP TO 9!-1 y8'-U.O.N_ 2) ALL SECOND FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH2x4 SPF No.2 STUDS @ 16"O.C.FOR PLATE HEIGHTS UP TO 9--1 y8'-U.O.N. CONT.(3)SPANS _j u. jn2�2X6 HEADER L_ 3) THE SECOND FLOOR EXTERIOR WALL FINISH IS FLEXIBLE'(SIDING) U.O.N. z SW-3 NOTIFY ENGINEER OF ANY VARIATIONS. �2K SW-3 _ 0 Lu FT UJI > 1(2)JACKS1 I T Lu co MIN- UJI M U) 0 Lu Z ILL! _j uj JACKS _j ul A � :j- X MIN. CL Z C14 Go iv,Lu 0 Lu 0 Ez uff ff'T 0 .......... 'z zt, (2)2x6 BULT-UP- CONT. 2 SPANS LL 29 ..1 (2)2x6 HEADER SHEARWALL LEGEND: POST(MIN'.):..... ii 2K ..... . NON-BEARING WALL z'r" Z. 0 - 7-- X2)1 YV x 9Y2'LVL--___Ill 2)JACKS -@ (2).2XI5 BUILT-UP z F zo MOPPED HEADER MIN. BEARING WALL < POST(MIN.) :: 9 7 R U- 9 zo co SPANS OONT '5 222) SW-6 ui C S 2)JA K MIN W!;E (2)24.WLT-UP .. ........ ........::::poS:T SHEARWALLS FASTENED WITH u- 8d COM(0.131'x 2 Y2')NAILS @ 9 -9 Lu 6"O.C.ON EDGES AND 12"O.C. Is 0 ...... .. . ON INTERMEDIATE SUPPORTS. 1 pq n . ......... o C5 z SW-3 SHEARWALLS FASTENED WITH ............. 8d COM(0.131'x 2 Y2�NAILS @ 3"O�C.ON EDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS. SHEATH BOTH SIDES OF WALL .......... j7- uj AT INDICATED SHEARWALL NOTE:ALL EXTERIOR WALLS SHALL BE"SW-6"U-O.N. NOTE:---_ (2)2x1 2 PORCH WOOD FRAMED HEADER LEGEND: EACH BALCONY POST SHALL BE TREATED BEAM SCALE: 44 POST STRAPPED TO FRAMING BELOW GUARDRAIL BY BUILDER SIZE T-0*(LI.O.N.) ILL DO NOT SCALE WITH MSTA36-Z STRAP.STRAP POST TO OF HEADER THIS DRAWING RELEASE DATE: BEAM ABOVE WITH H6-Z CLIP. TYPICAL ALL POSTS-(U.O.N.) (2)2x—HEADER 09-16-13 REVISIONS: NOTE: K 9 THIS OPEN PORCH CEILING REQUIRES A �T Ty QUANTI MQUANTITY MINIMUM Y8'SHEATHING.FASTEN WITH 6d COM OR BOX NAILS AT 6"O-C.ON EDGES OFJACKS OF KING STUDS AND 12"O.C.IN THE FIELD. NOTE: -DRAWN BY: ALL WOOD FRAMED LOAD BEARING HEADERS CIVIF CHECKED BY: SHALL BE MINIMUM(2)2x6 NO.2 OR 13ETTER 15 FSS SYP.INSTALL MINIMUM(1)JACK AND SHEET, WALL LAYOUT-SECOND FLOOR (1)KING STUD AT EACH HEADER(U.O.N.) to 12 0 0 _5 E HTT5 LL NOTE' HOLDOWN SD-7 co REAR POST SHXT Ir uj LL. TREATED 4X4 POST ON I= > Lu ABU44-Z POST BASE. STRAP POST TO EACH BEAM 0 uj 0: 0) ABOVE WITH H6-Z CLIP_ uj ��HC Lu SEE DETAIL"F"ON SHEET SD-7 HTT5 Lu o w HOLDOWN a w UJI 0: lti It win RODS @ 4'O.C.MAX -HTT5 HTT5 HOLDOWN HOLDOWN HTT5 RTT5 !:', --' . , HOLDOWN HOI,�WN . . . . . . . LU 3 ON" -JI > Z LDOWN Z ow- Ln SD-7 ff . 5 WN H AT SILL 1::-) F oz < HTT5 HOLDOWN z 23 w Ln z HOLDOWN HTT5-_ ....... HOLDOWN HOLDOWN 0 m 19- U- :D ---HTT5 HOLDOWN THREADED ROD LEGEND: j HTT5-- Ah----HTT5 Y8'THREADED ROD FROM j HOLDOWN HOLDOWN -9 z "TT7.WN HTT5 HOLD HOLDOWN H T T5-- OL ....... H DOWN ....... .... FOUNDATION TO DOUBLE PLATE, (4-MINIMUM EMBEDMENT REQUIRED) D 0 5 /'-;�E HTT5 HI T E 0 HOLDOWN HOLDOWN SD-7 %-THREADED ROD FROM FOUNDATION TO UPPER NOTE: EACH FRONT POST SHALL BE.-------- FLOOR DOUBLE PLATE. SCALE: TREATED 6X6 POST ON (4-MINIMUM EMBEDMENT REQUIRED) X7=f_0"(U.oLN.) I I DO NOT SCALE ABU66-Z POST BASE- THIS DRAWING STRAP POST TO EACH BEAM E3 HOLDOWN(AS NOTED) RELEASE DATE: ABOVE WITH H6-Z CLIP- INSTALLED AT SILL PLATE 09-16-13 REVISIONS SEE DETAIL"F"ON SHEET SD-7 HOLDOWN(AS NOTED)INSTALLED AT SILL PLATE.COUPLE MINIMUM YY 0 -1 GARAGE DOOR NOTE9 ROD TO HOLDOWN ANCHOR AND ABOVE. CONTINUE TO DOUBLE PLATE AGE DOOR NOTES 1. INSTALL(jj MSTA30 STRAP AT EACH END IL T P OF GARAGE DOOR HEADER=NAIL STRAP HOLDOWN(AS NOTED)INSTALLED DRAWN BY: ARAGE _I S LOW :] (9 CMF INTO HEADER AND JACKS BELOW. AT SILL PLATE.COUPLE MINIMUM XY 0 CHECKED BY: ROD TO HOLDOWN ANCHOR AND FSS 2. EMBEDDED STRAP AT EACH END OF GARAGE CO SHEET: NTINUE TO UPPER FLOOR THREADED ROD LAYOUT-FIRST FLOOR DOOR OPENING SEE DETAIL"F"ON SD-1 DOUBLE PLATE ABOVE. :2 !i S-6 _J U. Z 0 Lu ui 1-3 w FF17 U) ui 0 (1) Ix Lu CL Lu w 0 uj < _j CL CS16 BETWEEN W/ BELOW LOORSALIGNE HOLDOWNS ci Z V, Z ig AL S ETWEEN < M lip s z Z C,co 1 FLOORS ........ SSP TOP&BOTTOM 32'O.C. ............... III Lu �Z Y4"x 4Yj"SDS SCREWS AND THROUGH SHOE PLATE INTO ............. EACH NTERSECTING FLOOR .................. . TRUSS BELOW uj 0 . ............. �D THREADED ROD LEGEND: g THREADED ROD FROM Y8 -9 'z FOUNDATION TO DOUBLE PLATE. (4-MINIMUM EMBEDMENT REQUIRED) E E Y8'THREADED ROD FROM SD-7 SD-7 FOUNDATION TO UPPER SCALE: NOTE:— FLOOR DOUBLE PLATE. )V=T-0'(U.OX) EACH BALCONY POST SHALL BE TREATED — — — (4-MINIMUM EMBEDMENT REQUIRED) DO NOT SCALE 4X4 POST STRAPPED TO FRAMING BELOW SSP TOP&BOTTOM @ 37 O0.C_ THIS DRAWING 13 HOLDOWN(AS NOTED) WITH MSTA36-Z STRAP.STRAP POST TO AND X"x 4 Y2"SDS SCREWS A RELEASE DATE: INSTALLED AT SILL PLATE 09-16-13 BEAM ABOVE WITH H6-Z CLIP. THROUGH SHOE PLATE INTO I rEV—ISIONS TYPICAL ALL POSTS-(U.O.N.) EACH INTERSECTING FLOOR HOLDOWN(AS NOTED)INSTALLED TRUSS BELOW AT SILL PLATE-COUPLE MINIMUM Y2'0 .1 ROD TO HOLDOWN ANCHOR AND CONTINUE TO DOUBLE PLATE ABOVE. 4 9 DRAWN BY: HOLDOWN(AS NOTED)INSTALLED CMF AT SILL PLATE.COUPLE MINIMUM Y2'0 CHECKED BY: ROD TO HOLDOWN ANCHOR AND FSS CONTINUE TO UPPER FLOOR SHEET: THREADED ROD LAYOUT-SECOND FLOOR DOUBLE PLATE ABOVE- S_ gjg nu,) FO? 0 Lu D01 F03 Lu uj U) CO) w DOI F03 D Lu 13- w m ui 2x8 LEDGER wl— 0 M DOI F03 (5)0.131"x 3 Y4" NAILS @ 24'O.C. Doi r F03 uj (EACH INTERSECTING X.. _j VERTICAL TRUSS ENDS) DOI F03 uj tj, D01 F03 "-V-'s DOL TRUSS CONNECTORS 7 T F03 TRUSS ID LEFT INTERMEDIATE RIG�T End DOI F03 FT03 HANGER HTS2 o F04 z ce ALL TRUSSES(ROOF) H8 OR H8 OR C14 M M- -M cl Z; c, c: C L SDWC 1560 SDWC 1560 S . .... .... .... .... .... .... .... . NOTE: 1)ALL TRUSS CONNECTORS ARE BASED ON L UPLIFTS COMPUTED BY ENGINEER OF RECORD. F05 rF T-77_* E I F13 UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS 7E 0 XSD-6,F 1-- FO SHALL BE DISREGARDED. 8 Nor z< z u_ U) FOB 2)THE TRUSS LAYOUT AND NUMBERING SYSTEM A 0 4 Lu SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER. Z F08 DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR 4 9 APPROVAL BY THE ENGINEER OF RECORD AND THE ...F08 ..... ............ F09 CONTRACTOR. 6 n 1.2 3)TRUSS CONNECTORS NOTED SHALL BE INSTALLED F09 0 m AS LISTED.DO NOT SUBSTITUTE WITHOUT PRIOR U- �j z APPROVAL OF THE ENGINEER OF RECORD. Fog i7' 4) SEE SHEET SDJA FOR INSTALLATION DETAILS Lrl Fig F16 WHEN USING SDWC 15600 SCREW L� L� LL L=L HTS24 AT F,6 HTS24 AT F16 GIRDER \-LUS28-Z(TYPICAL) ---TREATED 2X8 _rm L _F a (MINIMUM)@ 16-0-C. SCALE: r l'-O'(U.0,N) DO NOT SCALE MIN.2x8 TREATED LEDGER' MIN.2X8 TREATED LEDGER 42 THIS DRAWING w/Y4"x 3Y2"STAINLESS STEEL EATED I wIY4"x 3Y2"STAINLESS STEEL RELEASE DATE' or HDG SDS SCREWS @ 16"O.C. RIM BOARD or HDG SDS SCREWS @ 16'O.C. 09-16-13 REVISIONS: (EACH INTERSECTING STUD/WEB (EACH INTERSECTING STUD WEB 9 OF KNEEWALL) OF KNEEWALL) /MIN.2x8 TREATED LEDGER wl(2)Y4"x 3 Y2"STAINLESS STEEL or HDG SDS SCREWS @ 24"O.C. (EACH TRUSS END VERTICAL) DRAWN BY- CMF CHECKED BY: FSS SHEET: LOWER TRUSS [AYOUT S A U- C cn ADS Im 0 A01 Lu LL TRUSS CONNECTORS a 0 UJ A01 Ly TRUSS ID LEFT INTERMEDIATE RIGHT 0 It 0 A01 A02 HTS24 HTS24 fjow X A08 HTS24 HTS24 *Lu A01 ALL OTHER H8 OR A01 TRUSSES H80R 2x6 RAFTERS AND CEIL SDWC 1560, SDWC 156 u. ING jo,sL AT 24"O.C. INSTALL 2x8 RIDGE/HIP AS A01 j REQUIRED- TOENAIL EACH MEMB[fR NOTE: T AT EACH END WITH(4)0.131'x 3 NAILS HTS24 A A01 1)ALL TRUSS CONNECTORS ARE BASED ON UPLIFTS COMPUTED BY ENGINEER OF RECORD. C4 TRUS"\ -HTS24 AT S 0� Zx AU_ TRUSS UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS -t:,_,- % .... ......... SHALL BE DISREGARDED. A03 2)THE TRUSS LAYOUT AND NUMBERING SYSTEM A03 MANUFACTURER. SHOWN SHALL BE USED BY THE TRUSS DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR A6.. .. ..... .......... APPROVAL BY THE ENGINEER OF RECORD AND THE W tT, CONTRACTOR z Z. 0 !m 01077 Lu co I co m 3)TRUSS CONNECTORS NOTED SHALL BE INSTALLED g: HTS24 AT— C, < i824 AT U S TRL SS AS LISTED.DO NOT SUBSTITUTE WITHOUT PRIOR Z u- 0 APPROVAL OF THE ENGINEER OF RECORD- Lu 4) SEE SHEET SD-7A FOR INSTALLATION DETAILS .... .... . . WHEN USING SDWC 15600 SCREW Lu... .......... < _—OVERFRAME W/2X6 RAFTERS 24'O.C. u_ Z) AND 2x8 RIDGES X z LC C, c) m co c) :4N CN CN C14 CIJ CN (N CN c a, CD 1= CD CD C) CD C, CD . CD 2 m ca cc cc I- cc co co cc CIO m �n cc m . .... .... .. .. ---- ---- -- -- z < ZE NOTE ROOF SHEATHM SCALE- BRAGE OVFMRAMING To TRUSSES OR RAFFERS AS REQUIRED TO MAINTAIN X=1'-0'(L1.0.N.) MAXIMUM frV SPANS DO NOT SCALE Lk 4� A T—r7 T THIS D 24 OVERFRAMING RELEASE DATE: E LING JOISTS 2x6 RAFTERS AND C (4)131'�3),' 09-16-13 AT 24"O.C. INSTALL 2X8 RIDGE/HIP AS TOENAA-5 MT) EVISIONS: REQUIRED. TOENAIL EACH MEMBER SIMPSON H3 CLIP AT EACH END WITH(4)0.131 x 3 Y4'NAILS —MW2SyPNAIUED TOTRUSSCHOROd (5)13I*X3r4 NAILS r H T AT ss -TRUSS TOP CHORD OR RAFTER 9- DRAWN BY: CMF CHECKED BY: N-TYPICAL VERFRAMING AT EXISTING ROOF FSS / A"\ SECTION SHEET: UPPER ROOF LAYOUT r BRICK VENEER WITH I"AIR SPACE AND WALL TIES BRICK VENEER WITH VAIR CONT.FLASHING-PROVIDE WEEP HOLES @ 33-O.C. A CONT FLASHING FILL JOINT WITH ELASTOMERIC SPACE AND WALL TIES (1)#5 CONT. SILL PLATE H z 'PROVIDE SILL PLATE GROUT AIR SPACE BELOW FLASHING JOINT FILLER SILL PLATE WEEP HOLES @ 33-O.C. cli CONCRETE SLAB GROUTAIR SPACE BELOW F CONCRETE SLAB Z HEIGHT OF CURB VARIES(8- SILL--\ 04 FLASHING 6"MIN. MAX.) PLATE co JRADE 3 #5 CONT. CONCRETE SLAB CONCRETE SLAB GRADE- ;o g cm GRADE E 8"CMU STEMWALL WITH(1)#4 481'0 C MU STEMWALL WITH(1)#4 48-0,C. ;1F��/\x AND IN EACH CORNER. C AND IN EACH CORNER- U) FILL CELL SOLID AT EACH#4 REBAR. IILL CELL SOLID AT EACH#4 REBAR. g —I Lu HOOK REBAR 12'INTO SLAB AND 6'INTO HOOK REBAR 12"INTO UPPER COURSE FOOTING, OF BLOCKS AND 6-INTO FOOTING, Lu V-.8. 5' 111 ONE STORY--0-!5 CONT, iuu z U) cr ONE STORY- 2 Air QQKIT. 0 W _5" V-4 TWO STORY-(2)#5 CONT. -8- ONE: TORY-(3)#5 CO 1 V-8' ONESTORY Lu TWO STORY-(3)#5 CONT- u 0 STORY-(3)#5 CONT. I VVU 6 FORY-(3)#5 CONT� vv 0 �'_�A SECTION-STEMWALL WITH BRICK SECTION-MONOLITHIC WITH BRICK fig) z w I 16�1 _ rD ITOTE. IF STEMVIALL HEIGHT ETCEEDS 48-—CONTACT SECTION-STEMWALL AT GARAGE SECTION-MONOLITHIC AT GARAGE ENGINEER FOR ADDITIONAL REQUIREMENTS. "Q NOTE: IF STEMWALL HEIGHT EXCEEDS 48'CONTACT w 3 uj ENGINEER FOR ADDITIONAL REQUIREMENTS. a j z 01j CONCRETE SLAB .9 SILL PLATE CONCRETE SLAB w SILL--\ F PLATE CONCRETE SLAB GRADE� N( GRAD 5 CON1 CONCRE RADE, G GRADIJ TE CMU STEMINALL WITH(1)#4 48"0 C 1) 5 CONT FILL CELL SOLID AT EACH#4 REBAR. ADD 8"x 16"CMU TO INSIDE OF HOOK REBAR 12"INTO SLAB AND 6"INTO NALL AT POST LOCATION FOOTING. VVI I N(1)#4 VERTICAL IN EACH 6' z 0 V-8" ONE STORY-(2)#5 CONT. 11-0" ONE STORY n^NT. V-8- TWO STORY-(3)#5 CONT. 1�4 I vvu zi I ORY-(2)#5 CON1 NOTED) REINFORCEMENT(AS NOTED) 3 u- NOTED REINFOR EMENT(AS NOTED) 0 B SECTION-STEMWALL 1 = NOTE: SECTION-MONOLITHIC a SD_1 SECTION-PAD FOOTING AT PORCH STEMWALL SECTION-PAD FOOTING AT PORCH THICKENED EDGE HEIGHT EXCELU.'>46"UUN I AU I ENGINEER FOR ADDITIONAL REQUIREMENTS- SDA NOTE: F STEMWALL HEIGHT EXCEEDS 48 CONTACT IF �S L HEIGHT TEXCEEDS�48'C'ONTACT TEMWA�L 2 u- =1 ENGINEER FOR ADDITIONAL REQUIREMENTS, BRICK VENEER WITH VAIR SPACE CL of AND WALL TIES ALTERNATE:MSTAM36 STRAPS IN LIEU OF EMBEDDED STRAPS(SEE DETAIL R ON SHEET SD-2) CONT.FLASHING-PROVIDE WEEP HOLES @ 33"O.C. GROUT AIRSPACE BELOW FLASHING BRICK VENEER WITH VAIR SPACE AND a. STHD14 STRAP NAILED TO R WALL TIES CO PA51 STRAP NAILED TO GARAGE GARAGE DOOR POST. SILL PLATE (1)#5 CONT. CONT.FLASHING'PROVIDE WEEP DOOR POST BEND STRAP INTO EMBED STRAP INTO FOOTING HOLES @ 33-0-C. 0 FOOTING AS SHOWN- AS SHOWN. 0 ;L FILL JOINT WITH ELASTOMERIC 6"MIN_ GROUTAIR SPACE BELOW FLASHING 0 5 a JOINT FILLER ;2� 0- ;Z < Z co < cn HEIGHT OF CURB VARIES(8-MAX.) PLATE CONCRETE SLAB u- GRA UUNURETE SLAB a #4 WITH 6"HOOK INTO FOOTING 'M 0 a) < AND BENT 12"MINIMUM INTO uj c Y4' 1'-0*(I.I.O.N.) '�R of 8"CMU STEMWALL WITH(1)#4 @48"O.C. bz; THICKENED EDGE. < DO NOT SCALE iz�Lo IN EACH CORNER. am THIS DRAWING 'A' F_ FILL CELL SOLID AT EACH#4 REBAR. [—GRADE 7ELUSE—DATE -16-13 HOOK REBAR 12"INTO UPPER COURSE DE 09 OF BLOCKS AND 6"INTO FOOTING. 5h REVISIONS: V-8' CON1 CONT. WO STORY-(3) WO STORY-(3)A5 CONT- 6'MI ........... DRAWN B /,'�c SECTION-STEMWALL AT GARAGE WITH BRICK CMF K SECTION-MONOLITHIC AT GARAGE WITH BRIC KF NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT DETAIL-PA51 INSTALLATION (STEMWALL) HECKED BY: C ENGINEER FOR ADDITIONAL REQUIREMENTS. DETAIL-STHD14 INSTALLATION FSS NOTE: IF STEM—WALL HEIGHT EXCEEDS 48"CONTACT HEET- ENGINEER FOR ADDITIONAL REQUIREMENTS. SDA MSTAM36-Z STRAPS SHOWER AREA SHOWER AREA MONOLITHIC FOOTING NAIL EACH STRAP TO CRIPPLE S1 uu WITH(13)10d COM NAILS 3"MAXIMUM OVERHANG FASTEN STRAP TO FOUNDATION --8"CMUSTEMWALL (OPTIONAL) g x 2 Y4'CONCRETE WALL WITH(8)X CONCRETE SLAB SCREWS INTO MASONRY OR C14 ?iI U. FORM EDGE R 0 PLAN VIEW pkx I Yr CONCRETE CREWS INTO CONCRETE. PLAN VIEW S CONCRETE SCREWS SHALL BE w -SEAL uj POWERS"TAPPER"WITH PERMA #5 CONT. FINISH OR EQUAL. GRADE—\ cn 13 CMU STEMWALL WITH(1)#4 @ STRAP SHALL BE COVERED WITH g, Lu (1)#4 CONT. "48"O.C.AND IN EACH CORNER. SIDING OR STUCCO z w fix o w 0- ui HEIGHT OF CURB VARIES SILL C:) 6"MIN. #4 CONT. FILL CELL SOLID AT EACH#4 U) REBAK.HOOK REBAR 16"INTO 0 PLATE NOTE: SILL—� LATE HEIGHT OF CURB VARIES(8"MAX) THIS DETAI CONCRETE SLAB L MAY BE SUBSTITUTED FOR PLATE 6. PORCH SLAB AND 6'INTO i EITHER THE PA51 STRAP(STEMWALL) z uj < GRAD CONCRETE SLAB FOOTING. 9 6' OR Is 0 _j "o �_: mg (2)#5 CONT. THE STHD14 STRAP(MONOLITH% z '— V-8' GRAD ul 8'CMU STEMWALL WITH(1)#4 @ 48"1 b z )ED STRAP > U �H CORNER- ION-PORCH STEMWALL L SECT J SD-2 FILL CELL SOLID AT EACH#4 REBAR. SD-2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT 0 SLAB AND 6"INTO LC) W IOCK REBAR 12"INT ENGINEER FOR ADDITIONAL REQUIREMENTS. FOOTING. nNFqT "1 (2)#5 CO T. NOTE: 6T" RY-(2)#5CONl- SAW-CUT CONTRACTION JOINTS(i.e.CONTROL JOIN ii) ONE STORY-(2)#5 CONT. IV— DENED ENOUdfi't','_"-,' AS SOON AS THE CONCRETE HAS HAR j V-T I vvv a I ORY-(3)#5 CONT. AGED DURING THE CUTTING PROCESS''-�, NOT TO BE DAM (TYPICALLY I-4 HOURS IN WARM WEATHER) MONOLITHIC AT EXTERIOR WALL SHOWER Vyr%L CrNIUR A L/.k I rA 1��, Z SECTION CONCRETE SLAB 1 ECT 11ONN-ST EtMmWALL AT EXTERIOR WALL SHOWER GHT EXCEEDS 48"ECONTACT 0 cc V SID2 NOTE: STEMWALL HEI —4 Z W IF R AnnT TS, 0 10� NA�RE UIREM N ENGINEER FOR ADDITIONAL REQUIREMENTS� 000 1"DEEP xy8"WIDE SAW FILL CUT WITH a 0< CUT AT DENOTED g Z� C3 ELASTOMERIC It 0 ATIONS. w LOC z FILLER #5 CONT. GRADE- 8'CMU STEMWALL WITH(1)#4 @ 111�1148"O_C-AND IN EACH CORNER- CONCRETE SLAB CONCRETE SLAB > SILL FILL CELL SOLID AT EACH#4 PLATE REBAR.HOOK REBAR 16"INTO W4 '4 �4 PORCH SLAB AND 6"INTO C? FOOTING. CONCRETE SLA Cc 6T" �D (2)#5 CONT- V-8' -o" (1)#5 CONT� V-4' ONE STORY- 2 #5 CONT� I WO a I ORY-(3)#5 CONT. rT SECTION-TYPICAL SAW-CUT CONTROL JOINT m IEIT�111N-PORCH STEMWALL WIT H BRICK 0 �Ul, L" n U" LM V"L OT� It�m v�L co K SECTION-THICKENED EDGE QSD�2 NOTE: IFSTEMIWAL�LHEIGHTETEEDS48 CONTACT ENGINEER SECTION-INTERIOR BEARING FOR ADDITIONAL REQUIREMENTS. 0 :> SD-2 D z TREATED POST SCALE: Y4-=T-0'(i BEARING POST(AS NOTED) ABU POST BASE WITH DO NOT SCALE CONCRETE SLAB PAVERS BY OTHERS I-GALV.ROD EPDXIED INTO THIS DRAWING CURB HEIGHT VARIES CONCRETE SLAB FOOTING MINIMUM 12" RELEASE DATE: F I z SILL CONCRETE SLAB CURB HEIGHT VARIES 09-16-13 REVISIONS: PLATE 2"SOLID GROUTED CMU PIER 9 4�.� ON 24"x 24"x 12"PAD FOOTING z WITH(2)#5 EACH WAY AND S i (2)#5 VERTICAL DOWEL 3� (AS NOTED) REINFORCEMENT(AS NOTED) 9- (1)#4 CONT. �o 9. DRAWN BY: Ci �HECKED BY V-4- ONE STORY- 2 #5 CONT. PAD FOOTING AT PAVERS u V-8- TWO STORY-(3)#5 CONT. SECTION-NON-BEARING STEPDOWN DETAIL Q SHEEr: SD-2 J OR BEARING PAD FOOTING SD-2 SECTION-BEARING STEPDOWN SD-2 1,��2 ROOFCOVER (BY OTHERS) S ROOF TRUSS CORNICE DETAIL DOUBLE PLATE (BY OTHERS) NUT WITH 3'x 3'x Y4'WASHER 11 ALTERNATE:SIMPSON LBPS Y2 SLOTTED WASHER WITH I"CUT WASHER LL 3/8-0 THREADED ROD 0 j Vie OR'Y32'RATED SHEATHING,EXPOSURE I-SHINGLE ROOF Lu > 'Y3iRATED PLYWOOD SHEATHING,EXPOSURE I-TILE ROOF cr ui SIMPSON WO x 6 X"TITEN HD ROD COUPLER 2x No.2 SPF OR No.2 SYP '%f RATED SHEATHING,EXPOSURE I-METAL ROOF /,,--SIMPSON Y8"0 x 6"TITEN HD OR Lu THREADED ROD SET IN ADHESIVE WITH I"CUT WASHER SUBFASCIA WITH12)0.131'x 3 Y47 FASTEN WITH 0.113-x 2%'RING SHANK 0) Ix WITH MINIMUM 4"EMBEDMENT OR t THREADED ROD SET IN ADHESIVE WITH ENDNAILSAT RUSS(U-O.N.) NAILS @ 6-O.C.ON EDGES AND INTERMEDIATE SUPPORTS. ui UJ CL Lu WITH 1"CUT WASHER MINIMUM 5"EMBEDMENT WITH 1"CUT WASHER GYPSUM BOARD 0 CONNECTOR AT EACH TRUSS ui (SEE TRUSS CONNECTION SCHEDULE) SYP#2 DOUBLE PLATE(U.O.N.) __j (2)2x -A uj % i c DETAI L-ANCHOR BOLT DETAIL-THREADED ROD ASSEMBLY GYPSUM BOARD ko SD-3 Yle RATED SHEATHING,EXPOSURE 1. -x2Y 49"i FASTEN WITH 0.131 2'NAILS@ 6"O.C.ON 'm EDGES AND 12'O.C.ON INTERMEDIATE SUPPORTS. c6 (U.O.N-)(BLOCK ALL EDGES) 2x SPF#2 STUDS@ 16*0.C.-U.O.N.(SEE WALL LAYOUT) 04 NUT WITH 1-CUT WASHER 0 2x—SPF#2 SOLE PLATE(U.O.N.)NAIL TO RIM ':" ROOF COVERING(BY OTHERS) BOARD WITH 0.131"x 3 Ye NAILS @ 6*O.C. ROOF TRUSSES z 2 Y32'RATED STURD-I-FLOOR(T&G)SHEATHING CORNICE DETAIL GLUED AND NAILED.FASTEN WITH 0.131-x 2 Y2'RING (BY OTHERS) 0)Z SHANK @ 6-O.C.ON EDGES AND 12-O.C.IN THE '9 0 — FIELD. LU FLOOR JOIST(I-JOIST SHOWN,SAWN 0 0,-- z j < JOIST SIMILAR-SEE SECTION"C'ON U- U) z SD-4 FOR OPEN WEB TRUSS) !�j Yle OR lY3Z RATED SHEATHING,EXPOSURE I-SHINGLE ROOF LL 1%2'RATED PLYWOOD SHEATHING,EXPOSURE I-TILE ROOF �2 GYPSUM BOARD Lu 2x No.2 SPF OR No.2 SYP lV32'RATED SHEATHING,EXPOSURE I-METAL ROOF W< RIM BOARD FASTEN WITH 0.113'x 2 Ye RING SHANK SUBFASCIA WITH(2)0.131'x 3 Y4' Fl� V ENDNAILS AT TRUSS(U.O.N.) NAILS @ 6-O.C.ON EDGES AND INTERMEDIATE SUPPORTS, 0 NAIL JOIST TO PLATE WITH(2)0.131'x 3 YrTOENAILS GYPSUM BOARD z (2)2k SYP#2 DOUBLE PLATE(U.0-N.) > CONNECTOR AT EACH TRUSS (SEE TRUSS CONNECTION SCHEDULE) TOENAIL RIM BOARD TO PLATE WITH 0.131'x 3 Y4-NAILS @ 8-O.C. (2)2x—SYP#2 DOUBLE PLATE(U.O.N-) THREADED COUPLING AS REQUIRED GYPSUM BOARD 6 GYPSUM BOARD z 2x SPF#2 STUDS@ 16"O.C.-U.O.N.(SEE WALL LAYOUT) 2x SPF#2 STUDS@ 16*0.C�-U.O.N.(SEE WALL LAYOUT) a a a if --'lie RATED SHEATHING,EXPOSURE 1. Yie RATED SHEATHING,EXPOSURE 1. FASTEN WITH 0-131'x 2 Y2'NAILS @ 6'0�C.ON FASTEN WITH 0.131"x 2 Y2'NAILS @ 6-O.C.ON 12"O.C.ON INTERMEDIATE SUPPORTS. EDGES AND 12'O.C.ON INTERMEDIATE SUPPORTS. EDGESAND NOTE- NOTE: I SCALE (I.I.O.N.)(BLOCK ALL EDGES) SILL PLATES ON EXTERIOR WALLS (U.0 N.)(BLOCK ALL EDGES) SILL PLATES ON EXTERIOR WALLS < W=V-0-(U.O.N.) SHALL BE ANCHORED BY THREADED DO NOT SCALE THREADED ROD ASSEMBLY AT .49 SHALL BE ANCHORED BY THREADED RODS SUPPLEMENTED BY ADDITIONAL THREADED ROD ASSEMBLY AT THIS DRAW114G RODS SUPPLEMENTED BY ADDITIONAL NOTED SPACING(SEE DETAIL-C' I I ANCHOR BOLTS AS REQUIRED TO NOTED SPACING(SEE DETAIL'C' RELEASE DATE: ANCHOR BOLTS AS REQUIRED TO THIS SHEET) MAINTAIN MAXIMUM 48"O.C_SPACING MAINTAIN MAXIMUM 48-L.C.SPACING THIS SHEET) 09-1 7EVISIONS 2x TREATED SYP#2 SILL PLATE WITH ANCHORS 2x_TREATED SYP#2 SILL PLATE WITH ANCHORS (SEE DETAIL"CTHIS SHEET) INSET WALL Y2"FOR STUCCO APPLICATIONS (SEE DETAIL-C"THIS SHEET) APPLICATI ONS INSET WALL YZ FOR STUCCO SEE FOUNDATION DETAILS SEE FOUNDATION DETAILS 9- DRAWN BY: CMF SECTION-TYPICAL EXTERIOR TWO STORY WALL CHECKED BY: �A SECTION TYPICAL EXTERIOR ONE STORY WALL SD-3 SHEET: SD-3 i J; —SILL PLATE(BELOW) 2k-CORNER FRAMING FULL HEIGHT STUDS(TYPICAL) 61 C, 2x SPF#2 SOLE PLATE(U.O.N.)NAIL TO BAND (2)ROWS OF 0.131'x 3 Y4' BOARD WITH 0.131'x 3 Y4'NAILS @ 6-O.C. ��NAILS @ 112"O.C. A STAGGERED(TYPICAL) BAND BOARD E 2x6 OR 2x8 FRAMED WALL 0 SILL PLATE(BELOW) OPEN WEB TRUSS uj 1�-��2X4 CORNER FRAMING FULL HEIGHT STUDS MINIMUM OF(3)2X4 BLOCKS 12'LONG NAILED SHEATHING CONTINUOUS FROM BAND BOARD uj To UPPER PLY OF DOUBLE PLATE. FASTEN WITH WITH(4)0.131'x 3 Y4'NAILS TO EACH ADJACENT A Lu UUJ) BE EDGE NAILING REQUIREMENTS OF UPPER WALL STUD a 2 ui ALTERNATE:INSTALL SOLID STUD IN THIS 0 0 U) TOENAIL TRUSS TO PLATE WITH SPACE 2 Lu (2)0.131'x 3 Y4'NAILS ------2x4 CORNER FRAMING FULL HEIGHT STUD DOUBLE PLATE(U-0,N.) ROWS OF 0.131'x 3 Y4' uj Lu NAILS @ 12'0.C� 2A FRAMED WALL F- Cc SECTION-TYPICAL OPEN WEB FLOOR TRUSS rF �j SECTION-TYPICAL FRAMING AT 90'CORNERS di-- it �4 cl�A NAIL SCAB TO TOP CHORD WITH (4)0.131'x 3 Y4'NAILS ROOF OR FLOOR FRAMING(AS NOTED) z --ADD 2X4 VERTICAL SCAB IN EACH g I't TRUSS IF NO WEB IS PRESENT CONNECTOR IF NOTED E R'* UPLIFT CONNECTOR(AS NOTED) (3)0.131'x 3 Y4' NAILS TYPICAL AT (SEE CONNECTION SCHEDULE)---__ EACH TRUSS WoY' Ix 2X4 SPF BLOCKING-NAIL WITH(2) k;" 2X4 X-BRACE ACROSS LENGTH OF .---I, ti (If - 0.131'x 3Y4'NAILS AT EACH END A 0- - I SHEARWALL (END NAIL OR TOENAIL) Z F- I M 0 ---NAIL SCAB TO PLATE WITH(3) < in- z LL (I 0.11311'0k TOENAILS Lu Z GYPSUM BOARD TRUSS(AS NOTED) u- TRUSS BOTTOM CHORD 2X4 BLOCKING BETWEEN TRUSSES (2)2x SYP#2 DOUBLE PLATE(i TOENAILED TO DOUBLE PLATE WITH NAIL PORCH SHEATHING AS NOTED < O�131'x 3 Y4'NAILS @ 4"O.C. 0 EXTERIOR FRAMED WALL DOUBLE PLATE u- =1 6 2x SPF#2 STUDS @ 16"O.C.-U.O.N. z Jl- MINIMUM T116'RATED SHEATHING, (SEE WALL LAYOUT) EXPOSURE I FASTEN AS NOTED ON WALL LAYOUT(BLOCK ALL EDGES) w SECTION-EXTERIOR WALL PERPENDICULAR TO TRUSS SECTION-INTERIOR SHEARWALL PERPENDICULAR TO TRUSS t �,�SECTION ONLY APPLIES WHEN REFERENCED --GYPSUM BOARD THREADED ROD ASSEMBLY(IF NOTED) 9 INTERIOR SHEARWALL(IF NOTED)SHALL > Z- NAIL EACH END OF BLOCKING TO USE'/W RATED SHEATHING FASTENED 8 �Z BOTTOM CHORDS WITH(3)0.131'x 3 Y4' AS NOTED. TRUSS(AS NOTED) //—INSTALL 2X4 BLOCKING BETWEEN 2X4 SPF NAILER-NAIL TO TOP PLATE WITH TRUSS BOTTOM CHORDS @ 12-O.C. 2x—TREATED SYP#2 SILL PLATE WITH SCALE: ANCHOR(SEE DETAIL'C'ON SHEET SD-3) 0.1131'x 3Y4'NAILS @ 6-O.C. DO NOT SCALE A BOTTOM CHORD OF TRUSS THIS RAWING NAIL EACH BLOCK TO DOUBLE PLATE WITH(3) 2x—SPF#2 SOLE PLATE RELEASE DATE- 09-16-13 0.131'x 3 X"NAILS WITH 0-131)(3 Y4'NAILS REVISIONS- @ 8"O.C.-U.O.N. NAIL PORCH SHEATHING AS NOTED DOUBLE PLATE FLOOR BEAM(AS NOTED) EXTERIOR FRAMED WALL -----MINIMUM Y16'RATED SHEATHING, EXPOSURE I FASTEN AS NOTED ON WALL LAYOUT(BLOCK ALL EDGES) SLAB ON GRADE CONDITION RAISED FLOOR CONDITION E DRAWN BY: CMF S rE SECTIO CHECKED BY: ECTION-EXTERIOR WALL PARALLEL TO TRUSS rH N-INTERIOR SHEARWALL PARALLEL TO TRUSS SECTION-TYPICAL INTERIOR BEARING AND/OR SHEARWALL \\�D�4 I FSS �4 THIS SECTION ONLY APPLIES WHEN REFERENCED 7HEET: SD (TYPICAL DOUBLE PLATE SPLICE) TYPICAL HEADER TO KING STUD CONNECTION(SEE TABLE) (2)2x—SYP#2 DOUBLE PLATE(U.O.N.)NAIL a PLATES WITH 0.131*x 3'NAILS @ 8-O.C. JOINT IN LOWER PI-ATE 48'MINIMUM SPLICE LENGTH JOINT IN UPPER PLATE NAIL EACH PLY OF KING AND JACK STUDS TOGETHER I STAGGERED �2 MINIMUM NAILING OF WITH 0.131'x 3 Y4'NAILS @ 6-O.C.STAGGERED TYPICAL STUD TO STUD TO PLATE NAILING THREADED ROD ASSEMBLY CENTERED (TYPICAL) (16)0.131'x 3'NAILS IN THIS ZONE. ON SPLICE IN PLATE OR THREADED ROD DOUBLE PLATE TYPICAL FRAMING AT CHANGE IN 8"MAX. ASSEMBLY WITHIN 12'ON EACH SIDE OF JACK STUD AND KING PLATE HEIGHT 6"MAX \CONNECTION L STUD SIZE END NAIL TOENAIL JOINT. STUD REQUIREMENTS 6"MAX (SEE WALL LAYOU 2x4 (2) (3) \ a a __T—MSTA36 STRAP CENTERED ON CHANGE IN PLATE HEIGHT 2x6 (3) (4) f I r E 2x8 (4) I I IF (5) ADFD ROD ASSEMBLY WITHIN U. r, 6"OF SPLICE IN LOWER PLATE 2x10 (5) (6) 0 2X4 BLOCKING BETWEEN STUDS ALTERNATE:IF ROD IS GREATER TOENAIL I I I uj NAIL E...... kCK STUD OR ENDNAIL EACH END TO ADJACENT > J, THAN 6"FROM SPLICE-ADD *ALL NAILS NOTED ARE 0.131'x 3 Y4' I U) w SSP AT SPLICE. WITH(3)0.131"x 3 Y4'NAILS-TOENAIL STUD WITH(3)0.131"x 3 Y4'NAILS _j uj r OR END IL(TYPI UJI uj UJ uj f 2x SPF#2 STLIDS@ 16-O.C.(U.O.N.) 0 Z (SEE WALL LAYOUT) HEADER NAILING REQUIREMENTS uj cc DOUBLE SILL REQUIRED WHERE OPENING 2x6 (3)NAILS PER PLY c . . . WIDTH EEDS6 THREADED ROD ASSEMBLY AT 2x8 (4)NAILS PER PLY NOTED SPACING r �L 2x10 (5)NAILS PER PLIf JOINT N SILL PLAT) 2x12 (6)NAILS PER PQf_ �d 2x TREATED SYP SILL PLATE 9 'LVL (5)NAILS PER PL'� --Z2 JA Y2 > 11%'LVL (6)NAILS PER PLY* 14"LVL (7)NAILS PER PLY A NCHOR AS REQUIRED TYPICAL STUD TO SILL PLATE D ASSEMBLY (SEE DETAIL'C'ON SHEET SDi CONNECTION > (BEYOND) 16"LVL (8)NAILS PER PLY 0, ANCHOR COUPLED TO THREADED ROD BUILT-UP POST(WHEN NOTED ON WALL LAYOUT) 15 Z R BUILT-UP CORNER POST 79 0 (SEE DETAIL'C'ON SHEET SD-3) NAIL EACH PLY WITH 0.131'x 3 Y4' NAILS @ 6-O.C.STAGGERED I=-, §E zo if! < g V5 DETAIL-TYPICAL WALL FRAMING CONDITIONS u- ow z 0 r 4 uj y�j z 12"MAk u. INSTALL MSTA24 STRAP 0 LOOPED OVER DOUBLE INSTALL DSP CLIP @ 32O.C_ PLATE.NAIL TO CRIPPLE ON �D MAXIMUM SPACING (U.O.N.) EACH SIDE WITH(6) rill .131'x I Y2'NAILS. —DOUBLE PLATE STRAP CRIPPLE JACKS AND KING STUDS TO HEADER WITH zw 6 52 (AS NOTED) w LSTA18 STRAP 0 -_ ;;p HEADER(AS NOTED) z 2x BLOCKING(TYPICAL) IR (3)0.131'x 3 Y --------- -------- ----------------------- 4'TOENAILS AT EACH END --------- VAIPIA& THREADED T T-T---T-1 71- _n---7F_ T_ 7---T-T----Ti---T1---7F- T THREADED SCALE: L ROD ASSEMBLY ROD ASSEMBLY r ECA SILL PLYTO KING STUD I V-0*(LION.) ITH(3)0.131'x 3 Y4'NAILS-TOENAIL DO NOT SCALE THIS DRAWING Do N' OR ENDNAIL(TYPICAL) NOTE: NOTE: THIS LRELEASE DATE: THREADED ROD ASSEMBLY THREADED ROD ASSEMBLY 0. BEVEL BLOCKING AS REQUIRED FOR MINIMUM I 09 16-13 NOT REQUIRED AT GARAGE NOT REQUIRED AT GARAGE REVISIONS: Y2'NAIL PENETRATION INTO MAIN FRAMING DOOR OPENINGS(U.O.N.) DOOR OPENINGS(U.O.N.) MEMBERS-ffYPICAL) (2)2x SILL SHEATHING MAY CANTILEVER UP TO 2" ANCHOR AS REQUIRED ANCHOR AS REQUIRED MAXIMUM PAST SUPPORTS-ALL WINDOW FLUSH HEADER CONDITION DROPPED HEADER CONDITION DRAWN BY: ATTACHMENTS MUST BE ANCHORED INTO 2x— CMF MEMBERS- CHECKED BY- I/�N DETAIL-DOUBLE PLATE STRAPPING OVER WIDE OPENINGS DETAIL-TYPICAL ARCH TOP OPENING 3� -1 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED LL LAST TRUSS IN ROW REQUIRING BRACING END VERTICAL BRACING REQUIREMENTS NAIL DIAGONAL BRACE TO BLOCKING WITH(3)NAILS v BRITTLE FINISH FLEXIBLE FINISH 2X4 BLOCKING-TOENAIL OR ENDNAIL RATED ROOF SHEATHING EACH END TO ADJACENT TRUSS WITH BRACING 24"O�C_ 16"0,C. 24"O.C. (3)NAILS NAIL DIAGONAL BRACE TO INTERMEDIATE I _j NONE REQUIRED 0*TO 53" G`TO 47" 0"TO 67' 0'TO 59' WEBS WITH(2)NAILS ROOF SHEATHING R 68"TO 145* Lu 2Y4 L-BRACE 54"TO 114" 48"TO 99" 60"TO 126" --2x4 SPF No.2 DIAGONAL BRACE (TYPICAL AT EACH END OF ROOF TRUSS(BY OTHERS)WITH 146'TO 232* 127"TO 201 uj 2x6 L-BRACE 11 15"TO 182* 100'TO 158" BRACE(IF REQUIRED) CONTINUOUS LATERAL BRACING) _j NOTE: NAIL DIAGONAL BRACE TO TRUSS —TO REPLACE(1)ROW OF LATERAL BRACING 1— WEB WITH(3)NAILS BRITTLE FINISHES ARE STUCCO OR ADHERED VENEER Lu INSTALL 2X4 N0.2 SYP T-BRACE NAILED TO j a FLEXIBLE FINISHES ARE WOOD SIDING,HARDI-PANEL, I I > EACH PLY OF TRUSS WEB AT 6-O.C.WITH CONTINUOUS LATERAL BRACE(QUANTITY BRICK VENEER,ETC. RATED ROOF SHEATHING I I 0-131"x 3"NAILS TO REPLACE(2)ROWS OF AND LOCATION DEFINED BY TRUSS SHOP ? z 2X L-BRACE NAILED TO LATERALBRACING INSTALL 2x6 No.2 SYP ui a- -------�_> DRAWING.) U) cc >_ UJ T-BRACE NAILED TO EACH PLY OF TRUSS < <, VERTICAL WEB WITH ONTINUOUS LATERAL BRACE TO Lu NAIL C '9 U) 0.131"x 3"NAILS @ 6"O.C. WEB WITH 0.131"x 3"NAILS @ 6"O.C. EACH TRUSS WEB WITH(2)NAILS 0 0 ------- --- U) Lu ROOF TRUSSES(BY OTHERS) co w -----VERTICAL WEB IN GABLE END TRUSS < NOTES: 2x LOOKOUTS AT 48"O.C. (3)TRUSSES M 1) CONTINUOUS LATERAL BRACES S*�.Alx4 uj w Imum NOTE: uj OR CONTINU S LATERAL BR 0 CE No.3 SYP OR 2x4 No.2 SPF OR Bvtm�wd-xl .. I > O.C. T-BRACING TO BE USED WHEN CONTINUOUS z G(SEE TABLE) LATERAL BRACING IS IMPRACTICAL. Lu H 2) ALL NAILS SHOWN SHALL BE9.M 016*0 C .TO 531 .To 114" w CE (U-0-N.) SE rB CTION-TYPICAL T-BRACE DETAIL-TYPICAL LATERAL TRUK 9RACING rA DETAIL-TYPICAL VERTICAL BRACING AT GABLE END �-6 or 2X4 SYP BLOCKING BETWEEN H2.5A AT EACH LOOKOUT NAIL BRACETO BLOCKING WITH(5)0A31-0 Y4'NAILS NUT&3`x 3'x Y4'WASHER LOOKOUTS (SEE THREADED ROD ASSEMBLY DETAILS.) > 'O.C.FOR (3)0131'x 3 Y4'TOENAILS AT EACH W EXTERIOR SHEATHING SHALL 2x4 LOOKOUTS @ 48 2x6 BLOCKING BETWEEN TRUSSES WIT H w LOOKOUT TO'TOP CHORD OF TRUSS. ZZ, Z(D OVERHANG 12"LONGN SCAB(MATCH BOTTOM CHORD)WITH YY BE NAILED TO BOTTOM CHORD (3)0131'x 3 Y4'NAILS EACH ENE) SPACERS-NAIL W/(3)0.131`x 3-NAILS Z —ROOF SHEATHING(AS NOTED) OF TRUSS WITH 2X4 BLOCKING REQUIRED BETWEEN ROOF SHEATHING(AS NOTED LOOKOUTS < V5 0.131'x 2P NAILS @ 6-O.C. BOTTOM CHORD OF GABLE END TRUSS Z LL w (U.O.N.ON WALL LAYOUT) x 2x—BARGE RAFTER 0 W Lu BALLOON FRAMED STUDS THREADED ROD ASSEMBLY (AS NOTED) FASCIA(BY OTHERS) SINGLE PLATE NAIL TO TRUSS SEC' 2x4 LOOKOUTS @ 48-O.C. Lu BOTTOM CHORDWITH 0131"x 3 Y4' 2X4 LOOKOUTS @ 48-O.C. FOR OVERHANG 8 0 < NAILS @ 6-O.C. V H3 CLIP OR EQUAL AT EACH H2.5A AT EACH LOOKOUT m 0 LOOKOUT z w CL GABLE END TRUSS(DROP GABLE) ROOF SHEATHING(AS NOTED) �D 2X6 BRACE SPACED @ 48-O.C.UNLESS ----TOP CHORD OF GABLE END OTHERWISE NOTED ON ROOF LAYOUT. rD`� DETAIL-BALLOON FRAMED GABLE END(LOW CEILING VAULT) TRUSS ADD 2X4 T-BRACE NAILED @ 6-O.C. INTERIOR CEILING PITCH IS EQUAL TO OR LESS THAN Y2 OF EXTERIOR ROOF PITCH VERTICAL WEB OF GABLE END WITH 0.1 31'x 2 Y2'NAILS IF BRACE -0'. "" TRUSS LENGTH EXCEEDS 9' H2.5A AT EACH LOOKOUT < 0 2X4 LOOKOUTS @ 48-0-C.FOR NUT&3'x 3'x Y4'WASHER OVERHANG ROOF SHEATHING(AS NC )TED) 12"LONG SCAB 1� i d �; SCALE: 2X4 SYP BLOCKING BETWEEN (MATCH BOTTOM CHORD) E )9=V-0-(U.O.N.) LOOKOUTS WITH Y2'SPACERS DO NOT SCALE THIS DRAWING ---BALLOON FRAMED STUDS RELEASE DATE _j (AS NOTED) SEE DETAIL`G"ON SD-6 09-16-13 BOTTOM CHORD OF GABLE CLIP-(2)REQUIRED AT EACH BRACE ISIONS: DOUBLE PLATE I —GYPSUM BOARD CEILING END TRUSS 9 TOENAIL BOTTOM CHORD OF 91 INTERIOR VAULT -----EXTERIOR SHEATHING SHALL BE TRUSS TO DOUBLE PLATE WITH \—(2)2x DOUBLEPLATE 0.13 1'X 3 Y4'NAILS @ 8-O.C. J NAILED TO UPPER PLY OF THREADED ROD ASSEMBLY NOTE: DOUBLE PLATE WITH —/-2x4 DRYWALL BACKING INSTALLED ALL MEMBERS SHALL BE#2 SYP. 2x STUDS 9 DRAWN BY: CONTINUOUSLY BETWEEN BRACES 0.131 X 2 YY NAILS @ 6-O.C. F CMF (U.O.N.ON WALL LAYOUT) CHECKED BY: FSS SECTION-GABLE END DIAGONAL BRACING SECTION-PLATFORM FRAMED GABLE END E DETAIL-BALLOON FRAMED GABLE END(HIGH CEILING VAULT) rF SHEET: _fY �-6 THREADED ROD NOT SHOWN FOR CLARI �-6 INTERIOR CEILING PITCH EXCEEDS Y2 OF EXTERIOR ROOF PITCH SD-6_j INSTALL SPH_CLIPS AT 32"O-C.AT DOUBLE NOTE: PLATE ATTACH DOUBLE PLATE TO STUD PER DETAIL"G"ON SD-7 ERNATE:MSTA24 STRAP LOOPED OVER UPPER LEVEL STUD EXTERIOR BEAM(AS NOTED) DOUBLE PLATE NAILED WITH(6)10d x 1 X2'NAILS INTO EACH SIDE OF STUD R CS16 STRAP(CUT TO LENGTH)FROM UPPER DOUBLE PLATE UPPER LEVEL STUD STUD TO BEAM BELOW @ 32-O.C.(U.O.N.). CS1 6 STRAP(CUT TO LENGTH)FROM UPPER NAIL INTO UPPER STUD WITH(11)10d AND NAIL NOTCH BEAM AS REQUIRED TO STUD TO HEADER BELOW @ 32'0�C_(U.O.N.). INTO BEAM WITH(11)1 Od NAILS. FIT BENEATH DOUBLE PLATE NAIL INTO UPPER STUD WITH(11)10d AND NAIL BEGIN NAILING 1"MINIMUM ABOVE SOLE PLATE BEAM BEARS ON(2)2x JACKS �O INTO HEADER WITH(11)1 Od NAILS. -----BEGIN NAILING 1"MINIMUM BELOW TOP OF BEGIN NAILING 1"MINIMUM ABOVE SOLE PLATE 0 (TYPICAL-U.O.N-) BEAM LU ca CONDITION: I NAILING NOT REQUIRED BETWEEN UPPER SILL Uj LU PLATE AND LOWER DOUBLE PLATE. Z U) x BEAM(AS NOTED) (NOTCHED BEAM) UJ Ir! Z 0 �A DETAIL-CONNECTION OF UPPER LEVEL STUD OVER BEAM BEGIN NAILING 11'MINIMUM BELOW DOUBLE _j 3: LU THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED f PLATE .a DOUBLE PLATE NAIL SHEATHING TO DOUBLE PLATE WITH OF 0A31'x 2Y2'NAILS @&'O�C_ LOWER LEVEL HEADER(AS NOTED) (2)ROWS MONOUTHIC FOUNDATION EXTERIOR NAIL SHEATHING ALONG BOTTOM OF HEADER @ 3-O.C. Y8'x 8'TITEN HD SCREW ANCHOR 0- CD, W S or 3/8"x 6"SCREW ANCHOR BY HURRI-BOLT,INC. 1, *- INSTALL DSP CLIPS @ 24'O.C.OR R Wt or Y8"THREADED ROD SET 4 X2'INTO ADHESIVE SPH @ 32'O_C_ vi DE BE rG TAIL-CONNECTION OF UPPER LEVEL STUD TO HEADER ca EXTERIOR BEAM(AS NOTED) STEMINALL FOUNDATION-EXTERIOR THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED Y2"THREADED ROD SET 7'INTO ADHESIVE DOUBLE PLATE 4v BEAM INSTALLED BENEATH DOUBLE PLATE INTERIOR APPLICATIONS- BEAM BEARS ON(2)2x JACKS :z 9 0 L IF EDGE DISTANCE EXCEEDS 5" (TYPICAL-U.O.N_) Metal Connect rFastening Schedule USE MONOLITHIC CONDITION CONDITION: 2 Simpson ID LISP ID Mp!ng�acll Fasteners Anchorage(U.O.N.) Z A35 IAPAl rila (12)0.131*x lY2' n/a (DROPPED BEAM) ABU44-Z PAU44-TZ (12)0.162"x 2Y2'or�112)0 162"x 3%* 518"w/7'embad 0z 221 ABU66-Z PAU86-T7 2300(SY P) (12)0.162"x 2Y.'or(12)0 162'x 31/2' 5/8'wl 7'ernb9d < U_ DETA CS16 RS150 1705(SY P or SPF) (11)0.148"x 3"in each end-(22)total nla rB DETAIL,-TYPICAL DTT2-Z INSTALLATION KE IL-EXTERIOR BEM TO WALL CONNECTION z 0 r DSP RSPT6-2 775,�SYP or SPF) (8)0.148*x 1%*into studs We LU SD-7 (USP DTB-TZ SIMILAR) (6)0 148'x 1%'into double plate DTT2Z DTB-TZ 2145(SYP)1835(SPF) (8�X"x 11/2"SDS /."w/4Y2"embed(mono)and 7"embed(stem) GBC HC520 n/a 0,131'x 1%"into gable brace n/a (7)0.131"x 21/.*into double plate MONOLITHIC FOUNDATION-WERIOR H2.5A n/a.use RT-7 600(SYP) 0 0. (5)0.131*x 21/2"in each end-(10)total tire X2'x 12'TITEN HD SCREW ANCHOR ALTERNATE ANCHOR� H2 5T n/a.us E,RT-7 545(SYP or SPF) (5)0.131'x 1%'in each end-(10)total n/a H3 RT3A 455(SYP) (4)0.131'x 2%'in each end-(8)total or Y8"THREADED ROD SET 7"INTO ADHESIVE rile H6 LFTA6 950(SYP)820(SPF) (8)0.131*x 21/2*in each end-(1-6)total 71-a Y2'x 6'TITEN HD L_ -D 0 H8 RT8A 745(SYP) (5)0 148"x 1%'in each and-�10)total ir,'a /-EXTERIOR BEAM (MECHANICALLY GALVANIZED) STEMWALL FOUNDATION-EXTERIOR HDQ8 T/a us_E)UPHD8 7530(SYP)5495(SPP) (20)%"x 3*SDS 7/8"w/15*om bed(SET a 1cx 'Illy' (AS NOTED) WITH 2'XY8"WASHER HDU5 PHl 5645(SYP)4065(SPP) (14)%"x 2Y."SIDS 5J8"w/7"embed(nno Y8'THREADED ROD SET 12'INTO ADHESIVE no)and embed(stem) H6 CLIP FROM HDU8 PHD8 6970(SYP)5020( PF) (20)%"x 3"SDS 718"wl 15'embed fSET epoxy only) -R-ETA 16 HTA16 1810(SYP) (10)0,148"x 1 1�' 4'embed POST TO BEAM INTERIOR APPUCATIONS- HTS20,HTS24 or HTS30 H7W20,HTW24 or HTW30 1450(SYP)1245(SPF) (10)0 148"x 3'in each end-(20)total nia HT or,HTSM20 HTWM 16 or HTWMTO 1175(SY P) (8)0.148'x 3"into wood IF EDGE DISTANCE EXCEEDS 5"USE LAP BEAM PLIES AND ------ T (4)Y."x 21/2"fii�n_into'd�_O....... if X2'x 12'TITEN HD SCREW ANCHOR NAIL AS SHOWN-(5) (4)X"x 1%"Titen into concrete HTT4 HTT4 4235(SYP) 3640(SPF) (18)0.162"x 2Y.' 5/8"w/7'embed(mono) WO or Wx 8"11TEN HD SCREW ANCHOR 0.131`x 3%4'NAILS PER PLY and 12'embed(stem) HTT5 HTT5 5090(SYP) 4375(SPF) (26)0.152"x 2Y2' 5/8"w/7"embed(mono)and 12'embed(stem) 'z or 5/8"THREADED ROD SET 6"INTO ADHESIVE MP4F n/a (12)0.13 1"x 1%* We PT POST(AS NOTED) --- LSTA 18 LSTA18 1235(SYP)1110(SPF) (7)0.148"x 3'in each and-(14)total n/a (5 z LTS 12 LTW 12 775(SYP)666(SPF) (6)0.148"x 3'in eac h end-(12)Lot al n/a DETAIL TYPICAL HTT5 INSTALLATION H6 CLIP FROM POST < c MSTA24 M STA24 1640(SYP)1455(SPF) (9)0 148*x 3'in each end-i(18)total n1a ii�SD-7 (LISP PHD5 SIMILAR) TO BEAM MSTAM24 NISTAM24 1500(SY P or SPF) (9)0.148'x 3'into wood We PT POST(AS NOTED) (5)Y."x 21/."Titen into CMU (5)Y,"x 1%"Titen into concrete EXTERIOR BEAM ABU POST BASE MSTA30 M STA30 2050(SYP)11820,�SPF) (11)0 148"x 3'in each end-(22)total We SCALE: MONOLITHIC FOUNDATION-MERIOR (AS NOTED) (AS NOTED) I X'=V-0-(U.O.N-) MSTA36 M STA36 2050(SYP or SPF) (13)0 148'x 3"in each end-(26)total nla MSTAM36 YSTAM36 1870(SY P or SPF) (13)0 148"x 3"into wood We .9 DO NOT SCALE Ye'THREADED ROD SET 15'INTO ADHESIVE Ye'THREADED ROD Then"I in I t I o I CMy . ......... ---------- - IS DRAWING I x 21/ -1 1 PLAN VIEW AT TOP OF POST 0. WITH NUT SET IN (8) int'o-`co-nc-rete ,___ RELEASE DAT STEMWALL FOUNDATION-EXTERIOR ADHESIVE MTS12 or MTS20 MTVV12 or MTVV20 1 OOO(SY P)8601 (7)0.148"x 3'in each end-(14)total ri 13 MTSM16 or MTSM20 HTVVM 16 or HTWM20 860(SYP) (7)0.148'x 3'into wood n/a THREADED ROD SET 15'INTO ADHESIVE REVISIONS: T EMBEDMENT) (4)A"x 21/,"Titan into CIAU 4 4 (4)A"x 1%"Titon into concrete 4 INTERIOR APPLICATIONS- 4 PA51 13685(SY P or SPF) ](21)0.162"x 2Y.'or(21)0 162'x 31/.' 4'embed 4 SPW or SPHS SPTH4 or SPTHS 1680(SYP)585(SPF) 1(12)0�148"x I%' ria IF EDGE DISTANCE EXCEEDS 5"USE "I , 11 , [ � 4 SSR RSPT6 350(SY P or SPF) 1�4�0 1148'x 11/2'into studs We THREADED ROD SET 8'INTO ADHESIVE 3 0 48'x 1%'into double plate STHD14 STAD14 14430(SY P or SPF) 1(38)0.148"x 3%* 14"embed .9 DRAWN BY: 9 CMF SIDE VIEW AT BASE OF POST 1.All connectors are manufactured by Simpson Strong Tie or USP Structural Connectors(1.1.0.N.) 79 CHECKED BY: 1 SYP Southern Pine.SPF Spruce-Pine-Fir DETAIL TYPICAL CONNECTIONS AT EXTERIOR POST ------ a! ____LSS it D DETAIL TYPICAL HDU8 INSTALLATION rF 3.Mono monolithic concrete stem=masonry sternwall or bond beam SHEET- SD-7 SD-7 (USP PHD6 SIMILAR) SD-7 Anchorage refers to threaded' anchors with noted diameters and embedment depths 4. TRUSS UJI oc� II- wv� U) OPTIMAL 22/2' 0 0. * 30 TRUSS BEARING ON TYPICAL SDWC SCREW- EDGE GRAIN "A"ON SD-7a OR SDWC SCREW IS 0 "B"ON SD-7a ACCEPTABLE W -s U) M Lu Y.MAX U) 2 2 BEARING WALL z 0 x OP PLATE SHOWN TRUSS TO T 42J TO TOP PLATE SIMILAR) EDGE GRAIN BEARING CONDMON (RAFTER 0- co SDWC15600 NOTE: J INSTALLATION GUIDE TOOL UTILIZE METAL L_v� PROVIDED BY MANUFACTURER. TRUSS DETAIL-STANDARD SDWC ROOF TO WALL INSTALLATION 0 0, (TRUSS ALIGNED WITH STUD) Si I TRUSS BEARING ON ONLY CLIPS ARE ALLOWED WITH THIS CONDITION END GRAIN z 9 Lg P-4:r =uJ (EXTENDED VERTICAL) (NO SDWC SCREWS) 2) SDWC SCREW IS NOT Z u- ACCEPTABLE 0 Lu msit Q�-_z 0 BEARING WALL 'ONDITION END GRAIN BEARING , < DGE END GRAIN CONDITIONS P PLATE SHOWN TRUSS TO TO LL z OP PLATE SIMILAR) (RAFTER TO T MINJ-� MIN DO NOT INSTALL SDWC IN HATCHED AREA SDWC15600 NOTES: W SO THAT FASTENER HEAD IS FULLY COUNTERSUNK 1. INSTALL SDWC SCRE cr LL INSTALLATION INTO THE DOUBLE PLATE z s 0 (TRUSS OFFSET FROM STUD) 2. VERIFY THAT THE ENTIRE SHANK OF THE SDWC SCREW IS INSTALLED INTO 5D 7 2 =' 0 A WOOD MEMBER. N THE INTERIOR SIDE OF THE WALL TRUSS(RAFTER SIMILAR) 3. SCREWS ARE SHOWN INSTALLED 0 SCALE: LATIONS ON THE EXTERIOR SIDE OF THE WALL ARE ACCEPTABLE INSTAL RHANGS THE TOP PLATE A MINIMUM OF E ys'=l'-0'(LI.O.N.) WHEN THE RAFTER OR TRUSS OVE I DO NOT SCALE THIS DRAWING Y2'MINIMUM EDGE DISTANCE 371- 1 RELEASE DATE: OUT A PLATE SPLICE) (WITH OR WITH E CLIPS(PER TRUSS CONNECTOR SCHEDULE)SHALL 09-16-13 4. TYPICAL HURRICAN REWS AND/OR SCREW BE USED TO REPLACE MIS-INSTALLED SC INSTALLATIONS WITH WOOD SPLITTING, REMOVE SCREWS BEFORE INSTALLING CLIPS. 5. ATTACHMENT THROUGH END GRAIN VERTICAL IS NOT ALLOWED- OFFS T "FROM___� SPLICE MAY TOP PLATE 9 DRAWN BY: BE IN UPPER - SPLICE FOR FULL 21 CMF ORLOWER VALUES CHECKED BY: PLATE FSS SHEET: ' SD-7a DETAIL-SDWQ MINIMUM EDGE DISTANCE