Loading...
1132 Beach Ave. RES18-0367 dwgs92x10 SYP#Z' FRAMING @ ATTACH TC A15 & LEDGI LUS210 F SHEATH W/ ROOF TO WAL (OVERLAP FLOOR 2x10 LEDGER INS OVER WALL SHEATI FASTEN WITH 3-11 SDS SCREWS @ EA 3—PLY 18" LVL GIRT. FASTEN EACH WITH 2—A35 AN OVER LAP SOLE PL 6" MIN AND FASTEN 6-0.' OSB BLOCKING OVER SHEARWA OSB BLOCKING OVER SHEARWAL G LUS210. FASI_EN TO BEAM 4-1/4X6" SDS SCREWS @ EA WITH H2.5 STUD SECOND FLOOR TRUSS PLACEMENT PLAN SCALE: 1/4" = 1'-0" x10 SYP#2 FLOOR RAMING @ 16" O.0 TTACH TO BM -3 WITH JS210. FASTEN TO 'ALL WI TH H 2.5 TRUSS / ROOF RAFTER NOTES: STRAPPING NOTES 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING WITH 2-12D TOENAILS & 1—SIMPSON SDWC15600 SCREW UNLESS OTHERWISE NOTED LEDGER INSTALL OVER SHEATHING FASTEN WITH 4X6" SDS SCREWS @ EA ALL TRUSS PLATES ARE ALPINE PLATES ALPINE WAVE PLATE APPROVAL # 1999.3 *9 ALPINE HS PLATE APPROVAL. # 1999.2 `. ALL BEAMS ARE WEYERHAEUSER EVEREDGE 290OFb-2.OE APPROVAL #21359.1 BM -1 2-1.75" Qz X 18" LVL 3' BM -2 3-1.75" X 18" LVL 25' BM -3 4-1.75" X 18" LVL 25' BM -4 2-1.75 X 18" LVL 13' BM -5 4-1.75" X 12" LVL 24' DIAGONAL BEAM STRAP TO FH H TS16 HANGERS ON JOB ARE AS FOLLOWS UNLESS NOTED OTHERWISE APPLICATION 1 -PLY TRUSS FLOOR TRUSS 2 -PLY BEAM (10 EACH OF POST PART # HTU26 THA422 HU412 FL10655.8 FL10447.6 FL10655.14 SYMBOLS LEGEND HTS16 I DESIGNATES UPLIFT CONNECTION. FRAMING PLAN NOTES: 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SI e.ET SO.O. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (!)SDWC CONNECTOR 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET S,LQ 4. WHEN USING (2)H2.5T CLIPS ON 11/2" WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. TRUSS FASTENING DETAILS STUD DIRECTLY BELOW TRUSS SDWC1 TOP PLATE TO STUD SDWC15600 TRUSS TIE DOWN WITH SIMPSON SDWC STUD DIRECTLY BELOW TRUSS SDWC15600 Rafter to Top Plate shown Truss to Top Plate similar Optimal 22)' 10' 0. 30' I Y2"Max TOP PLATE TO STUD SOWC15600 1. Sloped—roof rafters may be sloped up to and including a 12:12 pitch and must be "birdsmouth" cut. SIMPSON SDWC INSTALLATION RANGE STUD NOT DIRECTL BELOW TRUSS SDWC15600 Note: Reference detail 2a for installation angle limit SDWC INSTALLATION Ro€ter to Top Plate shown (Truss to Top Plate similar) Ni STUD NOT DIRECTL „!'1 ®Do not install SDWC in hatched area SDWC15600 1 1/2" MIN 2" MAX SDWC INSTALLATION RANGE 14'" minimum edge distance for full values (with or — without a plate splice) Y4' from top plate splice Offset for full values Rafter or Truss Splice may be in upper or lower plate SDWC AT TOP PLATE SPLICE STUD NOT DIRECTL Christopher) Sabourin PE FL PE#71461 PLAN NAME 1132 BEACH AVE DATE 06.20.18 SSE No. CHAP -18-0039 ISSUE DATE PERMIT 06.20.18 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT CHRISTOPHER SABOURIN PE PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY CHRISTOPHER SABOURIN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. 2nd FLOOR TRUSS PLACEMENT PLAN SHEET 51.2 SHEET 7 OF 11 Qz U Q M N N w Christopher) Sabourin PE FL PE#71461 PLAN NAME 1132 BEACH AVE DATE 06.20.18 SSE No. CHAP -18-0039 ISSUE DATE PERMIT 06.20.18 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT CHRISTOPHER SABOURIN PE PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY CHRISTOPHER SABOURIN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. 2nd FLOOR TRUSS PLACEMENT PLAN SHEET 51.2 SHEET 7 OF 11 SHEATH WALL THRU ROOF TO WALL BELOW (OVERLAP FLOOR SYSTEM 12" MIN) I 00 V) 0 N (2)2X6 0 1 " 0. . ALLOON IT )TE A' 0 ROOF O K F 7- V7 i co x N N S SHEATH WALL THRU-__- ROOF TO WALL ABOVE �I; n (OVERLAP FLOOR SYSTEM ,;; °11 ------j 1 12 MIN) —CS18 t X _ . N —CS18 w n. ars Lc Q z O U caa W 00 x N N `V ROOF TO WALL ABOVE V) (OVERLAP FLOOR SYSTEM Ed o 12" MIN) V) LIJ �, On c t u J Q U-1 w &IW E-11 07 0- J Q N (2)2X6 © 16" O.C. 2—STORY (2)2X6 00 N 00 BALLOON FRAME WALL SPF#2 STUDS Q of Y TO ROOF OUTLOOKERS SW:3/6 @ 16" O.C. � (2)2x8-1 /2 (2)2x8-1 /2 CONY. STRAP WALL, SEE SO.2 I 00 V) 0 N (2)2X6 0 1 " 0. . ALLOON IT )TE A' 0 ROOF O K F 7- V7 i co x N N S SHEATH WALL THRU-__- ROOF TO WALL ABOVE �I; n (OVERLAP FLOOR SYSTEM ,;; °11 ------j 1 12 MIN) —CS18 t X _ . N —CS18 w n. ars Lc Q z O U caa W 00 x N N m 8 S / 10- SEE DETAIL 3/S0.1 FOR BEAM CONN. (TYPICAL). x6-1 (2)2x12 I =_ aJ 00 U) U III (3)2X6 POST BELOW POST ABOVE. PROVIDE SQUASH BLOCKS 00 WITHIN FL00� SYSTEM N CS18 @ BOTTOM OF STUD WHERE NOTED. SEE DETAIL AT BOTTOM (2)cs1 RIGHT OF PAGE. SHEATH WALL THRU `V ROOF TO WALL ABOVE V) (OVERLAP FLOOR SYSTEM Ed o 12" MIN) V) LIJ �, —.I u J Q &IW E-11 m 8 S / 10- SEE DETAIL 3/S0.1 FOR BEAM CONN. (TYPICAL). x6-1 (2)2x12 I =_ aJ 00 U) U III (3)2X6 POST BELOW POST ABOVE. PROVIDE SQUASH BLOCKS 00 WITHIN FL00� SYSTEM N CS18 @ BOTTOM OF STUD WHERE NOTED. SEE DETAIL AT BOTTOM (2)cs1 RIGHT OF PAGE. SHEATH WALL THRU `V ROOF TO WALL ABOVE V) (OVERLAP FLOOR SYSTEM Ed o 12" MIN) V) LIJ �, —.I u J Q 0- Q N 00 N 00 00 Z N Y Y (2)2x8-1 /2 (2)2x8-1 /2 CONY. STRAP WALL, SEE SO.2 0 11 N (2)2x12 SW: 3/6 (2)CS18 td (2)CS18 - (2)CS18 xl> 00 co 00 — (2)CS18 U co U N U N — (2)CS18 SW: 3/6 Ilil " X IIII — 2)2x12 r� jjjj�_HU210-2 HANGER IIII IIII 2)2x12 SEE DETAIL 3/S0.1 FOR BEAM CONN. (TYPICAL). SECOND LEVELWALL FRAMING PLAN SCALE: 1/4" = 1'-0" x N N N_ x N ml 6X6 P.T. SYP#2 POST. SET BASE DIRECTLY ON SHEATHING. STRAP WITH 2—CS16 (3 PLACES) HU210-2 HANGER SHEATH WALL THRU DECK BELOW TO WALL BELOW (OVERLAP FLOOR SYSTEM 12" MIN) 6X6 P.T. SYP#2 POST. SET BASE DIRECTLY ON SHEATHING. STRAP WITH 2—CS16 (3 PLACES) R A Aw m Christopher J Sabourin PE FL PE#71461 PLAN NAME 1132 BEACH AVE DATE 06.20.18 SSE No. CHAP -18-0039 ISSUE DATE PERMIT 06.20.18 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT CHRISTOPHER SABOURIN PE PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY CHRISTOPHER SABOURIN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE F -OR. SECOND LEVEL WALL FRAMING PLAN SHEET S1.3 SHEET 8 OF 11 SHEATH WALL ROOF TO WALL (OVERLAP FLOOR 1� PRE—ENGINEERED WOOD ROOF TRUSSES. SPLICE 2x6 x 3'-0" P.T. SYP NO.2 EXPOSED RAFTER TAIL TO EACH ROOF TRUSS @ 24" O.C. 2 �0,, 2x SPF BLOCKING \ RIPPED TO FIT 0.131x3WIRE NAILS WITH GAP SHOWN @ 4" 0. C. \�• 0 - STAGGERED `\• SOFFIT, SEE ARCH. DOUBLE—/1x4 P.T. SYP TOP PLATE 1 12" MAX ( FASCIA SHEATHING MAY TERMINATE AT TOP OF DBL. TOP PLATE. RAFTER TAIL DETAIL SCALE: 3/4" = 1'-0" RAFTER SEE DETAIL I V V.V. JLVf L.V. J I I\/'1r EACH END WITH H2.5 3RD FLOOR TRUSS PLACEMENT PLAN SCALE: 1/4" = 1'-0" OSB PORCH CEILING SHEATHING AT BOTTOM CHORD OF TRUSS SEE DETAIL 2/S0.1. TAILS, TAIL 1/S1.4 CK JOIST PED M WI TH 10 0 3S / ROOF RAFTER NOTES: STRAPPING NOTES STRAP TRUSSES AND ROOF RAFTERS TO BEARING WITH 2-12D TOENAILS & 1—SIMPSON SDWC15600 SCREW UNLESS OTHERWISE NOTED -RUSS PLATES ARE ALPINE PLATE E WAVE PLATE APPROVAL # 1999.3 E HS PLATE APPROVAL # 1999.2 ,ERS ON JOB ARE AS FOLLOWS ES NOTED OTHERWISE ICATION Y TRUSS PART # HTU26 4 APPROVAL # FL10655.8 SYMBOLS LEGEND HTS16 I DESIGNATES UPLIFT CONNECTION. FRAMING PLAN NOTES: 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.O. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET SO.0, 4. WHEN USING (2)H2.5T CLIPS ON 1t/2" WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER, TRUSS FASTENING DETAILS TOP PLATE TO STUD SDWC15600 TRUSS TIE DOWN WITH SIMPSON SDWC STUD DIRECTLY BELOW TRUSS I] SDWC15600 Rafter to Top Plate shown Truss to Top Plate similar Optimal 221' 10' 0' 30' )r"Max TOP PLATE TO STUD SDWC15600 1. Sloped—roof rafters may be sloped up to and including a 12:12 pitch and must be "birdsmouth" cut. SIMPSON SDWC INSTALLATION RANGE STUD NOT DIRECTL LL� BELOW TRUSS SDWC15600 Note: Reference detail 2a for installation angle limit SDWC INSTALLATION Rafter to Top Plate shown (Truss to Top date similar) NOT DIRECTL )o not install SDWC in latched area SDWC15600 SDWC INSTALLATION RANGE &"" minimum edge distance for full values (with or without a plate splice) Y.• from top plate splice Offset for full values Rafter or Truss Splice may be in upper or lower plate SDWC AT TOP PLATE SPLICE (ISTUD NOT DIRECTLIJ Christopher J Sabourin PE FL PE#71461 PLAN NAME 1132 BEACH AVE DATE 06.20.18 SSE No. CHAP -18-0039 ISSUE DATE PERMIT 06.20.18 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT CHRISTOPHER SABOURIN PE PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY CHRISTOPHER SABOUMN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. 3RD FLOOR TRUSS PLACEMENT PLAN SHEET S104 SHEET 9 OF 11 Q G� P4 wCq C4 zco F -a N U Christopher J Sabourin PE FL PE#71461 PLAN NAME 1132 BEACH AVE DATE 06.20.18 SSE No. CHAP -18-0039 ISSUE DATE PERMIT 06.20.18 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT CHRISTOPHER SABOURIN PE PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY CHRISTOPHER SABOUMN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. 3RD FLOOR TRUSS PLACEMENT PLAN SHEET S104 SHEET 9 OF 11