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Plans 500 N Nautical Blvd (vault) TRIBUTARY INTERIOR EDGE STRIP: 3, PLUS AND MINUS SIGNS SIGNIFY PRESSURE ACTING TOWARD & AWAY FROM AREA (0) ZONE 'a' 4'-0" THE EXTERIOR WALL SURFACE. 4. ALL COMPONENT do CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE 10 +49,3 -52.4 +49.3 -62.0 Lou 5. COMPONENT & CLADDING ELEMENTS WITHIN A DISTANCE 'c' FROM OUTSIDE } P CORNERS OF THE BUILDING SHALL BE DESIGNED FOR THE EDGE STRIP QI'1 I�g� an 50 +45.4 48.5 +45.4 54.1 PRESSURES. 0TH RWSE USE INTERIOR ZONE PRESSURES. Associates, es, Inc. 6. DESIGN OF NANDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE 100 +43.7 -46.8 +43.7 -50.7 RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPUER & SHALL MEET THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. ibcksonvi* ,6, 16ndd DESIGN SPECIFICATIONS: 32250 Ph.242-0908 Fax.241-9557 DESIGN CODE: THE 2001 FLORIDA BUILDING CODE (FBC) OCCUPANCY: RESIDENTIAL GROUP R-3 (SINGLE & MULTI-FAMILY) FOR ND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A MIN. DEAD CONSTRUCTION: TYPE 'A UNPROTECTED LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF BOTTOM CHORD.WI } CA#8344 DESIGN LOADS: ACTUAL AND UNIFORM REACTIONS CALCULATED FOR THE BEARING POINTS OF ROOF TRUSSES DEAD LOADS: (ACTUAL) LIVE LOADS: (UNIFORM) SHALL BE REDUCED IN ACCORDANCE w/ FOC SECTION 1609.4.3 FLOOR 13.5 PSF FLOOR 40.0 PSF SPECIFICALLY. ATTIC FLOOR LIVE LOADS CONBMIED WITH ROOF LIVE ROOF 13.5 PSF ROOF 16.0 PSF (T.C.L.L.) LOADS SHALL BE MULTIPLIED BY 0.75 WHEN COMBINED wj DEAD ' LOAD. SEE FBC 1609.4.3 FOR ALL REQUIRED TRUSS ENGINEER SHALL ROOF (TILE) 30.0 PSF ATTIC 10.0 PSF (B.C.L.L.) BE RESPONSIBLE FOR ALL TRUSS-TO-TRUSS CALCULATIONS AND CONNECTIONS UNLESS A SPECIAL CONNECTOR DESIGN IS REQUIRED :a DEFLECTION CRITERIA: ( �---• 9'2 ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD 1180 THAT IS NOT AVAILABLE FROM VENDORS) �' FLOOR FRAMING: LIVE LOAD L/480 AND TOTAL LOAD 1/160 'e� JOB: 551 ' FOSTER HARPSTER A fI[� F E MATERIAL SPECIFICATIONS: LOCI 500, AUTICAL BLVDNORTH CAST- PLACE CONCRETE: SHALL HAVE A COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS PLAN: C".0M ADDITION M-- // ,`• ? �j�' � � ^ I IN ACCORDANCE WITH ASTM C 90 AND SHALL HAVE A DESIGNER`+ OLLIN WALKER l� 5 CONCRETE IN MASONRY UNITS: SHALL BE CONCRETE MASONRY UNIT CCORD A rM 70 . IN I, JOB: 55105A FOSTER HARPSTER MINIMUM NET AREA COMPRESSIVE STRENGTH OF 1900 PSI WHEN USING TYPE M OR S MORTAR ( S C 2 ) ACCORDANCE WITH ACI 530, THE 1900 PSI BLOCK IN COMBINATION WITH TYPE M OR S MORTAR PROVIDES A DESIGN FO! LOC: 500 NAUTICAL BLVD. NORTH COMPRESSIVE STRENGTH (f m) OF 1500 PSI, 16' ocPLANT CUSTOM ADDITION n, 4' EIC GROUT: THE GROUT SHALL BE IN ACCORDANCE WITH ASTM C 476 AND SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF , DESIGNER: KOLLIN WALKER PLACED AT AN 8" TO 11" SLUMP AND HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS �* i WHEN TESTED IN ACCORDANCE WITH ASTM C 1019. Q BM-3 HANGERS ON JOB ARE AS FOLL[w,Q B6 REVISIONS BY REINFORCING STEEL: SHALL BE ASTM A615, GRADE 40. UNLESS NOTED OTHERWISE STRUCTURAL STEEL» SHALL BE ASTM A36. Z F04 APPLICATION PART # APPROVAL # WELDED MARE FABRIC (WW� SHALL BE ASTM A185. u 16' OC . ANCHOR BOLTS AND THREADED RODS: SHALL BE IN ACCORDANCE WITH ASTM A 307 OR ASTM F 1554 GRADE 36. WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). " Ell $M-2 F03 3,9, ihZ6 FLOOR JOIST MIT31 '' FL474.334 M NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. 2-PLY BEAM HGUS41A .EL474J40 X 1215 ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS (DUAL CARTRIDGE INSTALLATION ONLY): 16• OC F02 a1 ALL FLOOR JCIISTS �6" ac . SIMPSON STRONG-TIE CO., PRODUCT. EPDXY-TIE SET OR APPROVED EQUAL. SIMPSON STRONG-TIE CO., PRODUCT: ACRYLIC-TIE SET OR APPROVED EQUAL. =? , 4 METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR SHALL BE GALVANIZED, Z-MAX OR 5S. {. .r BM-i CONSTRUCTION SPECIFICATIONS: ' z o 0 PRE-ENGINEERED TRUSS NOTES SSE ROOF AIES: ROOF ASSEMBLIES SHALL BE IN ACCORDANCE WITH FBC CHAPTER 15. . . IN A SOIL BEARING DESIGN MAXIMUM): 2500 PSF, IF THE FOOTING ELEVATIONS SHOWN OCCUR DESIGN OF PRE-ENGINEERED WOOD TRUSSES SHALL BEAR t=ooT1NG AND FOUNDATIONS. t ) F01 k RWI NOTED ON DRAWINGS MINIMUM THE SEAL OF AN ENGINEER IN THE STATE OF FLORIDA AND DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. UNLESS OTHERWISE O , ,� CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL 16` OG All Y.; WITH NFPA, TPI, AND AITC 100. "1ft MT#K ®'sW' ®�,. Q� 9j"f& WMW WAIL Tom`WF WN-�WW4 PATI I ,T� Q - PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS. MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. b 1 CONTR 4C-T© SHXCL VMO I` ATM ADA(WATE IOM REINFORCED CONCRETE: DESIGN PER ACI 318 LATEST EDITION, f'C = 2500 PSI. ALL REQUIRES COMPRESSIVE STRENGTHS - BEARING IS INSTALLED IN ALL TRUSSES AS INDICATED IN r7 � °. ,,. THE TRUSS SHOP DRAWINGS. (UNLESS OTHERWISE NOTED ON PLAN) MASONRY: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CONCRETE MASONRY Z X 10 DECK ALL TRUSSES SHALL HAVE TEMPORARY BRACING PER UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE USED. GROUT ALL FRAMING COMMENTARY' AND RECOMMENDATION FOR HANDLING, CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINFORCING, WHERE AS SHOWN �' INSTALLING & BRACING METAL PLATE CONNECTED WOOD ry PERMITTED, SHALL BE 48 BAR DIAMETERS ALL CELLS BELOW FINISHED SHALL BE GROUTED SOLID. ALL EXTERIOR WALLS SHALL IN PLANS BE REINFORCED FULL HEIGHT WITH: 14 fie' TRUSSES, HIB-91." Ld O - #4 O 4'-0" O.C. MAX. - #4 AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. OR BETTER PERMANENT BRACING SHALL BE 1x4 YTS --- BOTTOM CHORD 8h�AGING PERPENDICULAR TO TRUSS 1, AT TEMWALL CONSTRUCTED OF 5 OR MORE COURSED, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, 2-8dBOTTOM CHORDS AND ATTACHED R EACH TRUSS WITH S (EVERY OTHER COURSE) UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6". IF THE FOOTING h !4'4' I WERE COMMON NAILS. PROVIDE PERMANENT BRACING W • (� �-- -�--�-� �' ""�'�`�`"� " i WHERE INDICATED ON THE TRUSS MFR. SHOP DRAWINGS. ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHOULD 5.4 AT END WALLS PROVIDE DIAGONALS (APPROXIMATELY 45%) WOOD: ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CAONTACT WITH MASONRY, CONCRETE OR SOIL SHALL BE PRESSURE-TREATED. WOOD FRAMING SHALL BE IN ACCORDANCE WITH CHAPTER 23 OF THE FLORIDA BUILDING CODE, UNLESS TO ACH LI EXTERIOR PERPENDICULAR WALL ' ) EACH LINE OF BRACING TO FORM A ZIGZAG. v , J OTHERWISE NOTED HEREIN, PT LUMBER INDICATED IN SECTIONS PRESERVED WITH SODIUM BORATE (DOT-DISODIUM OCTABORATE TETRA HYDRATE). IF HOWEVER, ACQ OR NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED N ALL CONSTRUCTED RI THE SAME BRACING MM `�;- IAL. ALSO ALONG EXTERIOR. WALLS PARALLEL TO W W LJ_J FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE STAINLESS STEEL. � BOTTOM CHORD BRACING PROVIDE DIAGONALS IN THE END SPACE BETWEEN THE WALL AND THE FIRST LINE OF FASTENERS AND EPDXY: EMBEDMENT OF EXPANSION BOLTS SHALL BE 3'/4" MINIMUM IN CONCRETE AND 5'/4" GROUTED Y BOTTOM CHORD BRACING AT A MAXIMUM SPACING OF 20 MASONRY. EPDXY SHALL BE 'SET EPDXY-TIE ADHESIVE' BY SIMPSON OR APPROVED EQUAL, EMBEDMENT OF RODS OR REBAR DOWELS SHALL BE 12 BAR DIAMETER MINIMUM (LION). HOLES SHALL BE '/4 LARGER THAN REBAR SIX AND '/s" LARGER , FEET. '� THAN THREADED ROD SIZE. ANCHOR BOLTS EMBEDDED IN CONCRETE SHALL CONFORM TO ASTM A307 WITH 3" HOOKS x FOR STRUCTURES DESIGNED AS PARTIALLY ENCLOSED, Uj IS ..nn rui-.sur•-ems rn nnnvunr C-n A/M6U1 MC/11 IIDC►ICAITC CnD SPECIFIED LENGTH. IRVJJ CIYVIIYGCfC Iv rrwvluu arn%.nw INLV(vIl.uYlu.l�, I .. . I ,0 SIL PLATE CONNECTORS: ALL EXTERIOR WALLS & INTERIOR SHEARWALLS. PROVIDE '/2"x6" Ig THREADED ROD ANCHORS w/ _ � PRE- ENG. � BOTTOM CHORD BRACING OF THE TRUSS WITHOUT USE OF2x2x'/e" PLATE WASHER DRILLED do EPDXIED O 40" OC BETWEEN THRU-BOLTS INCLUDING BENEATH NANDOW SILLS. FIRST F 0QTR PRE ENG• ? �"��OND ��00RRIGID CEILING DIAPHRAGM. V ! SHEATHING SPECIFICATIONS: l I I BY SIGNING AND SEALING THIS TRUSS LAYOUT, THE- 1 32" APA RATED SHEATHING, NAILED w/8d COMMON NAILS O 6" O.C. EDGE & 6" O.C. FIELD (O GABLE ENDS ROOF TRUSS LAYOUT PLAN ��//r. ENGINEER OF RECORD (EOR) MAKES NO CLAIMS REGARDING LLROOF 5✓ ROOF TRUSS LAYOUT PLANDECREASE EDGE NAIL SPACING TO 4"'O.C. WITHIN 4'-0" OF ROOF EDGE). "�" DGE AND 6" Q.C. FIELD. PROVIDE 2x4 � THE COMPONENT DESIGN .THAT WERE PREPARED BY THE � Z WA" - 15/32 ARA RATED SHEATHING, NAILED w/ 8d COMMON WIRE O 6 O.C. E SCALE: N.T.S. SCALE: N.T.S. BLOCKING AT ALL JOINTS. DELEGATED ENGINEER (TRUSS DESIGN ENGINEER) TO ACHIEVE THE FRAMING DEPICTED ON THIS SHEET.. THE EOR FLOOR - 23/32" APA RATED STURD-I-FLOOR SHEATHING, GLUE AND NAIL WITH 10d COMMON O 6" O.C. EDGE & FIELD DOES NOT CLAIM THE WORK CONTAINED ON THESE TRUSS O PORCH - 1/2" GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS O 6" O.C. EDGE AND FIELD (OR GREATER) CDX PLYWOOD, w/ 6d COMMON NAILS O 6" O.C. EDGE AND FIELD LAYOUTS AS HIS OWN. THE EOR CERTIFIES THAT THE TRUSS.AND .BEAM SPAN DIRECTIONS AND ;BEARING WALL �„".! OSB, w/ 8d COMMON WIRE NAILS O 6" O.C. EDGE AND FIELD. 1 H WHERE HAROIPANEL SHOWN USE 5/16" HARDIPANEL SHEATHING FASTENED WITH 6d NAILS 0 6" O.C. I`` LOCATIONS ARE THOSE WHICH THE SUPPORTING STRUCTURE HARD PANEL s EATHING. WERE DESIGNED TO CARRY. DUTIES DELEGATED TO THE EDGES & FIELD. WHEN SW-3 IS NOTED FASTEN WITH 8dx2'/2 GALV. COMMON WIRE AND PROVIDE HORIZONTAL BLOCKING AT 48" MAX. IF SW-1 IS SHOWN. PROVIDE WOOD PANEL SHEATHING AS INDICATED ABOVE BENATH HARDIPANEL APPLICATION. TRUSS DELUGE ENGINEER EXPLICITLY NOT COVERED SI THIS `�- �`� SEAL INCLUDE COMPONENTS (INDIVIDUAL TRUSS) DESIGN, EXTERIOR ANO INTERIOR SHEARWALL SPECIFICATIONS: SHEATH PER WOOD PANEL SHEATHING SCHEDULE BELOW, WITH 2x_ TRUSS TO TRUSS CONNECTIONS, AND TRUSS TO TRUSS BLOCKING AT ALL PANEL JOINTS. EXAMINE ALL SECTIONS AND DETAILS FOR SPECIAL NAILING AND BLOCKING CONDITIONS. / LOADING. SW- INDICATES WOOD PANEL SHEARWALL. PROVIDE NAILING AND ANCHORING AT EACH END OF WOOD PANEL SHEATHING. � �. SHEARWALL PER SCHEDULE BELOW 9B AS INDICATED ON PLAN. PROVIDE STUDS AT ENDS OF SHEARWALLS PER 7/S4.0 (KING STUDS AT HEADER MAY SERVE AS DOUBLE STUD). IF CONVENTIONALLY STRAPPED, ANCHOR SECOND STORY END STUDS TO CUSTOMER FOSTER HARPSTER FIRST FLOOR WALL FRAMING w/ (3) CS16 OR AS INDICATED ON PLAN. SUBDIVISION I T APPROVAL � �IIAUTICA- OL-Y0.:_I _ LAM la�,��lrb6 & EI�0 ,�h+ ,�� c>>F ,�ua,�I�.l�� .�w �r �rK �+r�J R �r �r (��"�.@QO' FASTENER SCHEDULE /�I�O F�+�i�A II��'�� SWI: NAILING- 8d COMMON WIRE NAILS O 3" O.C. EDGE & 6" O.C. FIELD ANCHOR- 5/e"0 ROD (2)i/2"6 RODS GENERAL UPLIFT CONNECTOR OR S<. HEDULC. SW2: USE SW1 NAILING, EXCEPT SHEATH BOTH SIDES OF STUDS ANCHOR- w/ (2) s/e"O RODS LOT UNIT BLOCK SW3: NAILING- 8d COMMON WIRE NAILS O 6" O.C. EDGE & 6" O.C. FIELD ANCHOR- w/ '/2"0 ROD TRUSS OR BEAM SUPPORT CONNECTOR CONNECTOR FASTENERS APPROVAL CODE CONNECTOR FASTENERS PRODUCT CODE CONNECTOR FASTENERS PRODUCT CODE CONNECTOR FASTENERS PRODUCT CODE ' " fL474.4 14-SDS'/•x3" TO TRUSS 2-s/8"+5 BOLTS TO BEAM 4-10d TO STUD CUSTOMER PLAN NAME ANCHORING SYSTEM: FOR GENERAL UPLIFT REQUIREMENTS AT WALLS INSTALL %w0 A307 THREADED ROD ANCHORS PER LT-UP POST FOUNDATION SEE FOUNDATION PLAN. A35 12-8dx1 /2 PHDS FL503.26 CC44 FL1218.12 SSP FL1423.21 DETAILS 1 & 2/S4.0 WITH A MAX SPACING OF 6'-8" O.C., AT EXTERIOR WALLS & 4'-0" O.C. AT INTERIOR BEARING WALLS, H FL474.258 1-5/8"0 ROD TO FTG. 5 1-10d TO TO TOP PLATE HARPSTER RES. LTP4 12-8dx1'/2" 2- /8'� BOLTS TO POST AND AT ALL CORNERS AND WALL INTERSECTIONS. SEE SPECIAL ANCHOR LOCATIONS INDICATED ON PLAN. SEE DETAIL 8/52.0 ER POST LOWER POST (2)CS16 4-5/8"O BOLTS TO BEAM DESIGN/ DRAWN TO TRUSS DESIGN DRAWN _ - .-___--- ......_ ..__. .. . ....�� .., .._....-.. N9 5A 5-8d EA. END FL474.115 I.Tr•C ci qn1 1)n rrAF; FL1218.18 DSP A^r-7 A^ f > o '„` ,1 'r; z 2x_ HEADER Lou Pontigo and J 1 W ` ,�� , �x, ( Associates, Inc. it I I . 1I i ~� I 11 x / ,i 1\ li 1, o0C (SIMPSON) O HDO8 (SIMPSON) 496 Osceola Avenue 'ItZ - Jacksonville Beach,Flom o S2.0 I p I - - a 2x8 SYP#2 Ph.242-0908 Fax.241-9557 52.0 PA51 (SIMPSON) v� i ui <e ROOF RAFTERS (2)2x4 SYP#2 KI POST HTT16 (SIMPSON) ) CA#8344 1 3 I 1 (3)2x6 SPF#2 Q _ @ 24" O.C. FASTEN TOP & BOT. w/ POST THIS END 2 HTS20. I I I S2.0 I i I 1 ) THREADED ROD OF BM#2. I ER HEADER HE HTT22 (SIMPSON) x BM#? �.I PHD2 (SIMPSON) r( �t HTS20 (SIMPSON)(3)2x6 SPF#2x ,0'N T PF2.0F21J0 (2)2x12 POST THIS END I R OVER 4 OF BM#2. w r SUPPORTS © ,Zb05 �i i a4 BEARING WALL SCHEDULE I 1 4 CONCRETE SLAB w/ TO ATC W/ ISTI r _ IE i i I FIBERMESH C� 1.5 LBS CU.YD. ION. EE 8 .0. BM 1 FLOOR STUD SIZE AND SPACING I , . OF CONCRETE OR 6x6/W1.4xW1.4 F UND 0 Y _ _ �, _ _ _ _ WWF ON EMIL VAPOR BARRIER N w © FIRST FLOOR' 2x6 ® 16" 1 IN PREPARED GRADE. ( � I � w I SEE "13/S LEDGER O ©T7ACHMENfi w SECOND FLOOR I S AP ST T HEADER (3 N _ THIRD FLOOR 1 I I w (2) 24 (TYP) i OVER TRUSSED ROOF. w 1. DOUBLE TOP PLATES AND SILL PLATES SHALL BE SYP #2 REVISIONS BY 2.0 11 3 2 FULL HT. 2 3x6 I Q ( ) 3. SILL 2. TPLATE ES IN CANCHORS PEONTACT w/ R GENERAL NOTES.CRETE OR CMU SHALL BE P.T. i S1.0 SYP#2 STUDS BETWEEN _ 1 I ;l EACH WINDOW. � 4. STUD SIZE & GRADE ON STRUCT. PLANS SUPERSEDE THIS 3 SEE NO I~i. SEE NOTE 6. TABLE. 1 I w' A 5. MIN. OF SPF U1ILITY GRADE FOR INT. NON-BRG. TOP PLATES. 6. USE SPF#2 OR BETTER FOR ALL WALLS IN THESE PLANS. 7. SPACE STUDS AT 24" O.C. IN NON-LOAD BEARING WALLS. _7041 8. MAXIMUM PLATE HEIGHT FOR STUD SCHEDULE 10'-1Jf3" L.-- -... tV (V; 9. ALL WALLS SHALL BE BALLOQN FRAMED FULL HEIGHT TO ROOF (.� x i l xj ALL EXTERIO WALLS'' AT 571N OUSE SLAB REM N N� � " OR FLOOR BEARING ELEVATION, UNLESS NOTED OTHERWISE ON 1 1 THIS LEVEL ARE"CONST UCTED � T p � ( I N N ALL EXTERIOR WALLS AT OF 2x6 WALL FRA MING:IU.f .N•) THIS LEVEL ARE CONSTRUCTED HEADER SCHEDULE F2.5 F2. OF 2x6 WALL FRAMING.(U.O.N.) 6X6 P.T. SYP#2 �2 2x12 NOTE: *BM #* INICATES BEAM HEADER MAX OPENING JACK STUDS KING STUDS ' ® POST, TYPICAL. ' PER TRUSS PA fnE, DESIGNED (2)2x6 4'-4" 1 1 6x6 P.T. SYP#2 (2 PLACES) 1 BY DELEGATED (NEER. POST TYPICAL. ,, (2)2x8 6'-4" 1 2 (2 PLACES) 6A (2)2x10 /� p 2.0 AL INSTALL ONE � �HORE PER 3 SHEARWALL TAMINGSECOND Fwo"LOOR -4" 2 3 S;CH-QDUl� ADJ ENT TO ALL �7 /p. �;. SEE PLAN 16' 4" 2 3 1. TYPICAL HEADER 3YP , .N. ON PLAN. PLAN NOTES: r' 2. JACK AND KING STUDS SI�W#2. 1) BEAMS AND TRUSSES INDICATED ON' THIS PLAN ARE ROOF FRAMING MEM i�&J" 3. SEE DETAIL 6/S4.0 FOR TYPICAL FRAMING. FIRST SHEARYY ALL FRAMING AN 2) WHERE SECOND LEVEL POSTS ARE INDICATED ON THE SECOND LEVEL - , PROVIDE SAME 4'. ADERS ON PLAN SUPERCEDE THIS TABLE. FLOOR ALIGNED WITH UPPER POST ON FIRST LEVEL. STRAP UPPER LEVEL POST TO '�Il.OWER LEVEL 5• PR DE (2)2x12 SYP#2 HEADER AT GARAGE U.O.N. ON PLAN. ' SCALE: 3/16" = 1'-0" POST � Q POST 08 TO LOWER LEVEL BEAM WITH (4)CS16. FASTEN POST TO FOUNDATION HTT22, W (� Q ANCHORING SYSTEM SUMMARY PLAN NOTES: U.O.N. ON SHEET S1,0. U - 1) BEAMS AND TRUSSES INDICATED ON THIS PLAN ARE SECOND FLOOR FRAMING MBERS. 3} POSTS INDICATED ON PLAN SHALL BE PLACED WITHIN WALL ENEATH z Zry 2 ALL BEAMS & HEADERS NOT SPECIFICALLY ADDRESSED ON PLAN OR SCHEDULE THAT SUPPORT BEARING END OF SUPPORTED MEMBER. FOK GENERAL UPLIFT REQUIREMENTS AT ALL ROOF BEARING ROOF FRAMING EITHER DIRECTLY OR THAT SUPPORT AN UPPER LEVEL WALL THAT SUPPORTS 4 � . ( X MARKS INDICATED ON PLAN ARE` FiREADEO ROD ANCHORS REQUIRED FOR EARWALLS wALLs, A THREADED ROD ANCHORING SYSTEM, CONTINUOUS LTJ 0 FOUNDATION PLAN ROOF FRAMING) SHALL BE SUPPORTED BY AN IN BUILT-UP POST CONSISTING OF (3)2x AND OTHER SPECIAL CONDITIONS. ADDITIONAL RODS FOR QEhf AL UPUFT ARE R IRED, FROM THE FOUNDATION TO THE DOUBLE TOP PLATE SHALL BE Q p SPF#2 TO MATCH WALL DEPTH INDICATED U.O.N. FASTEN BEAM TO POST wl (2)HTS20. SEE SCHEDULE. TRUSSES. USED. CONVENTIONAL STRAPPING MAY BE USED IN LIEU OF SCALE: 3/16" = 1'-0" # (U.O.N.). THREADED ROD ANCHORS PER DETIAL 6/S4.0 UNLESS ' ^ FASTEN POST TO FOOTING w/ HTT16. THESE SIMPSON FASTENERS MAY BE OMI ". ED IF THE 5) SEE 13/S3.0 FOR CONVENTIONALLY FRAMED ROOFS NOT FRAMED BY PRE-ENG. R TRUSSES. OTHERWISE NOTED ON PLAN. SEE THE ANCHORING SYSTEM v 1 BEAM PASSES BELOW THE CONTINUOUS DOUBLE TOP PLATES AND A THREADED '. OD IS WITHIN SECTION OF CONSTRUCTION SPECIFICATION FOR ADDITIONAL W W ;ry 6" OF THE SUPPORT POST. 6) PLACE GABLE END TRUSS TO THE INTERIOR FECE OF BALLOON FRAMED WALL AND FASTEN INFORMATION. TRUSS VERTICALS TO FIREBLOCKING BETWEEN WALL STUDS w/2-12D COMMON WIRE ,,NAILS 0 12" r � 3)SEE DETAIL 8 .& 9/S3.0 FOR ATTACHMENT OF INTERIOR SHEARWALL TO FLOOR ROOF O.C. AND FASTEN TRUSS TOP & BOTTOM CHORDS TO BALLOON FRAMED WALL STUM w/ 2-12d _I TRUSSES & FOR ATTACHMENT OF EXT. WALLS THAT TERMINATE BETWEEN TRUS S. COMMON WIRE NAILS AT EA. STUD. FASTEN GABLE END TRUSS w/ SIMPSON H8 AT SACH END. UPLIFT CONNECTOR SCHEDULE 4)POSTS INDICATED ON PLAN SHALL BE PLACED WITHIN WALL DIRECTLY BENEATH Q FARING END OF SUPPORTED MEMBER. CONVENTIONALLY STRAP WALL UNLESS OTHERWISE NOTED. ` CONNECTION UPLIFT (LBS) Lj.J / BEARING ' U 5 SEE SCHEDULE FOR ANCHORING SYSTEM SPACING FOR GENERAL UPLIFT REQUIRIENTS. Z (1)H8 Q$ (2)H3 < 745 LIf A-k r 6)CHIMNEY FRAMING DETAILS, SEE DETAILS 8 & 9/S4.0. wwwQ�,PON i v: (2)H8 < 1490 DBL. OR PLATE (2)MTS12 < 2000 n U HEADERQLR (2)HTS20 < 2900 Cr R POST (2)HTS20+(2)H8 < 4390 < Z U DECK BOARDS, SEE WALL SHEATHING, A 4" CONCRETE SLAB ON �; Q SEE DETAIL A-A FLOOR SHEATHING, PER CONST. SPECS k: GRADE w 6x6 W1.4x NOTE: TRUSS CONNECTIONS SHOWN ON PLAN SHALL SUPERSEDE ARCH. NAIL w/ 2 12d 0 2x12 SYP 2 LEDGER TI N (SIM) PER CONST. SPECS. W1.4 WWF OVER EMIL , # EA. INTERSEC 0 EXISTING NEW TABLE. AT MULTIPLE STRAP CONNECTIONS SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUSS. O ATTACHED TO SOLID (2)2x12 TERMITE VAPOBTREA ED OVER rRUss oR BEAM SUPPORT CONNECTOR . WALL FRAMING w/ ;; 8-12d CSA 16" O.C. BEAMS PRE-ENGINEERED CS16 STRAP AT EACH UPPER ' FLOOR TRUSSES. WALL STUD (1$" O.C,) FASTENE CLEAN COMPACTED FILL ° SEE 10/S3.0 (TYP) TO 2nd FLOOR JOISTS OR RIBB(* X_ x x x WALL FRAMING BOARD w/ 1.1-10 COMMON WIRE F (SEE ARCH) SIMPSON H2.5 AT NAILS. (TYPICAL) 2x4 OST LEDGER EA. JOIST (TYP) DRILL 6" AMD EP Y _z ATTACHED PER 2x8 SYP#2 �, 1-#4x1'-6" HOR17ONTA SEE GEN. NOTES FOR EPDXY CUSTOMER x YP 2 4 OC TYP SPECIFICATIONS. APPLY IN FOSTER HARPSTER ET. DETAIL A-A Q► 24 O.C. 2 6 S # DOWEL ® 2 (TYP) (2}MTS12 AT suaDlvlsioN _A BOTTOM PLATE STRICT ACCORDANCE WITH 500 NAUTICAL BLVD. N S'ECT�� `F_ H ,FL�..09R, �O�,R�R1�F. �ARI5TR�CT19,N5: _ �� W�rT t� JOIST. FOOTING SCHEDULE 6-12d TOENAILS jjOP OF WALL EL. NEW SLAB INTERSECTION WZ EXISTING AT EA. JOIST TO VI H ATHf GTO SEE ARCH. PLANS TYPE LENGTH WIDTH DEPTH BOTTOM BARS CUSTOMER PLAN NAME SIMPSON H2.5 AT PROVIDE E TYP BEAM OR LEDGER MATCH ROOF SHEATHING HARPSTER RES. EA. JOIST (TYP) 3 SECTION F2.0 2'-0" 2'-0" 1'-O" 3-#5 EA. WAY BOT. AT OVERHANG. FASTEN DESIGN/DRAWN . ,. ,.,.... .,.., , . M F11- "A Ar_ crQrw (n% rTR n nN SRI TOP - -- - - .- - 2 , " -2 -- - _" ,." _ �. ,.,.- m^-I- - -- -- F2.5 2'-6" 2'-6" 1'-0" 3-#5 EA. WAY BOT. AOB/AG CONSTRUCTION SPECIFICATIONS. 1#5 CONTINUOUS, PROVIDE UPLIFT CONNECTOR AT TOP & BOT. 1#5 CONTINUOUS, PROVIDE 8" ►_- � CORNER BARS (TYPICAL) OF STUDS, SEE CONSTRUCTION CORNER BARS (TYPICAL) WOOD PANEL SHEATHING IF, WA SEE WALL STUDS & SHEATHING, DETAIL AA N SHEARWALL SEE PLAN AND INTERIOR STUD BEAR SPECIFICATIONS. OMIT WHEN USING i . ./ �.. WALL, SEE BEARING WALL AT WALLS 4 -0 HIGH SLAB ON GRADE, BEARING WALL SCHEDULE AND `"""t +� / CONSTRUCTION SPECIFICATIONS. ' / -.-r-/ CONSTRUCTION SPECIFICATIONS. THREADED ROD ANCHOR SYSTEM. _ aA �, �'� SLAB ON GRADE, SCHEDULE. PROVIDE TEMPORARY BRACING • SEE PLAN. EXTERIOR GRADE a- SEE PLAN. w �t�—' UPLIFT CONNECTOR AT TOP & BOT. I SILL PLATE CONNECTION, PER OR SLA ON R ,,DE t-- d THI ,K NE LA UNLESS N TL N PER ' NTLL 7 9AY5 AFTER 5L-A9 ,1� � D G .� w..,, _8 „9 .E .�_9 S.._ ._R (U �F 5Ty9.�, �E 99N5T��9 SILL PLATE CgN,NE-C ,9 ., , ,__, , Clt 6� i L PPS 1 � grid POURED, SEE GENERAL NOTES. , °• r + CONT. BRICK LEDGE C�b1'�I'S`f ROffid�1 � �A11 $E[ PLAN' A0 AA'd4. ,�, �/` IN151C'AMU A§ A LAgt I� r6�t�6 SPECIFICATIONS. 6MIT WHEN U�IN6 CONSTRUCTION SPMFf6Aff6NS. ��/,�o AT BRICK ONLYa ON PLAN), SHALL BE MIN. 4" Associates, Inc. i I Q \� \ 8 CMU STEMWALL w/ #4 ( ) THREADED ROD ANCHOR SYSTEM. \ SLAB ON GRADE, %' \�\`\\�' WIDER THAN WIDTH OF BOX „,,.�, —./— ,../. 4 / .� 496 Osceola Avenue @ 48” 0.C, VERT. REINF. : � �, SEE PLAN. �, / i--•- \/ /\ COLUMN, SEE DETAIL AA ABOVE. z /\ \/ CENTERED IN WALL GROUT .' \\ \ op — \/ / \ \\ / \,/ SEE PLAN. Jacksonvi1132250ch. Florida / \ / • _ / d SLAB ON GRADE, \ \\�'' \/\ ALL CELLS SOLID. FIELD o z ,/ / BEND INTO SLAB. — ... .,, ;_ n.• _,.1 1 \�� \�\\ :,: . ° \ \, � � • .�4 .. ...! . /\ / Ph.242-0908 Fax.241-9557 cv d 1 \\/ / / e e • \\ . 8 CMU STEMWALL, CA#8344 SEE 1/S2.0.00 op, \ .° •• . #4 DOWEL TO MATCH \ WALL REINFORCING. ALT. FOOTING AT j 1-STQRY 16" 3 2-#5 CONT. ►. RS DISCRETION. . -' �\ .\\ // ,�-\ 4 DOWEL TO MATCH WALL REINF. ,, 2- 5 CONT. / (3-i#5 CONT. 0 BRICK LEDGE) ,, 3 BUILDS ;2-STORY 20 CONTINUOUS CONCRETE 6 12 1-STORY CONTINUOUS CONCRETE 3 CLEA 20 L p l (TYP.} FOOTING w/ 2-#5 CONT. 20" 2-STORY OR GREATER FOOTING, SEE 1/52.0. p N f E BRICK NOT SHOWN, BUT SHALL BE SUPPORTED BY FOOTING SHOWN. �1UG 1 0,2005 NriMMONOLITHIC EDGE FOOTING 2 STEM WALL W THICKENED FOOTING 3 BEARING AT INTERIOR ``eL PE N�53 STEM WALL 8c FOOTING !� ' " 4" = V-0" S2.0 SCALE: 3/4" V-0" (SIM. w/ POST INSTEAD OF BOX COLUMN) S2.0 SCALE: 3/4" = V-0" 11 S2.0 SCALE. 3/4 = 1 –0 (SIM. AT PORCH EDGES w/o WALL) S2.0 SCALE: 3/ REVISIONS BY a i SEE WALL STUDS & SHEATHING, EE WALL STUDS SHEATHING, BEARING WALL SCHEDULE AND UPLIFT CONNECTOR AT TOP & BOT. SEE WALL STUDS I BEARING WALL SCHEDULE AND I N SPECIFICATIONS. OF STUDS, SEE CONSTRUCTION & SHEATHING, UPLIFT CONNECTOR AT TOP & BOT. CONSTRUCTION SPECIFICATIONS. CONSTRUCT O C0 UPLIFT CONNECTOR AT TOP & BOT. SEE WALL :STUDS SPECIFICATIONS. OMIT WHEN. USING BRG. WALL SCHED. OF STUDS,. SEE CONSTRUCTION i UPLIFT CONNECTOR AT TOP & BOT. & SHEATHING, SPECIFICATIONS. OMIT WHEN USING OF STUDS, SEE CONSTRUCTION SILL PLATE CONNECTION, PER THREADED ROD ANCHOR SYSTEM. & CONSTRUCTION SILL PLATE CONNECTION, PER P IFICATIONS. OMIT WHEN USING CONSTRUCTION SPECIFICATIONS. OF STUDS, SEE. CONSTRUCTION BRG. WALL SCHEd. _ THREADED ROD ANCHOR SYSTEM. CONSTRUCTION SPECIFICATIONS. SEC SPECIFICATIONS. OMIT WHEN USING 1 #5 CONT., PROVIDE SPECIFICATIONS. & CONSTRUCTION SEE 7C/S2.0 1#4 EXTENDED 3' EACH THREADED ROD ANCHOR SYSTEM. THREADED ROD ANCHOR SYSTEM. # SPECIFICATIONS. CORNER BARS (TYP.) SILL PLATE CONN., 1#4 CONTINUOUS, PROVIDE -``�. PER CONSTRUCTION SIDE OF RECESS. (TYPE.) 8" CMU STEMWALL CORNER BARS 3' EA. SIDE SEE ARCH PLAN , OF RECESS. (TYPICAL) 51„ SPECIFICATIONS. SLAB ON SEE 7C/S2.0 SEE 1/S2.0. SLAB ON GRADE SILL>PLATE I a,, a GRADE, SEE ARCH PLAN ----- • y 0. x<t / -.i SEE PLAN. " CONN „CTI01 e ,, , SEE PL � _ SLAB ON 7"rT 5 /2 PER GENERAL ° /-"— /,— a,--�'/ ----z/ r\/\\\ AN. 5 t///��.n[A \\. \ _ © /\ \ l �% \ ��E SLA SSE -PLAN. / / „ ° •..� SHOWER PAN SLOPES TO DRAIN, SEE ARCH o `,�"''/ 00 \ \\j \�\\\ 8 x 8 BOND BEAM /\/%\\ ~ \�\\/ \ / \� \� PLAN. MAINTAIN 4" MIN. SLAB THICKNESS. N z a• •/\\ /\\ \\/\/ '� \\\/ / w/ 1—#5 CONT. PROVIDE _ \�\\� \\ p; /�\ \ \/\\\ °• CORNER BARS (TYPICAL) N / /\j . ! j\\ \\\/ \ \/\\j< \ SHOWER PAN SLOPES TO DRAIN, SEE ARCH °4 • ° •: \ / \ ALT. FOOTING AT � - .. \\ ►, � \/ • '�� . •: '�� / PLAN. MAINTAIN 4" MIN. SLAB THICKNESS. � Q '� / 8 CMU STEMWALL, 2-#5 CONT. BUILDERS DISCREATION. `° . ' a • \\\/ SEE 4/52.0. :; \ \ ALT. FOOTING AT BUILDERS DISCRETION. a CONTINUOUS CONCRETE �\ •! • FOOTING, SEE 1M/S2.0. SEE 1M/S2.0 FOR BRICK \ CONTINUOUS CONCRETE ;ry CONTINUOUS CO TE SEE 1M/S2.0 FOR BRICK LEDGE AT BRICK ONLY. `'� a, FOOTIN S2.0. LEDGE AT BRICK ONLY. FOOTING, SEE 1/S2.0. Ct?N'TINUOUS CONCRETE . FOOTING, SEE 1/S2.0. 4 STEM WALL AT GARAGE 4M CURB AT GARAGE . 5 STEMWALL w SHOWER RECESS 5M M0� 10. EDGE w SHOWER RECESS S2.0 SCALE: 3/ 4„ _ V-0" S2.0 SCALE: 3/4" _ 1'-�0«r 2.0 SCALE: 3/4„ = V-0" S2.0 SCAL 3/4" = 1'-0" J h: f 1#4 EXTENDED ` >. 3' EACH SIDE Z SLAB ON GRADE, STEP, SEE ARCH. OF RECESS. 1#5 CONT. SEE PLAN. (TYP.) �•_ s ., 00 DRILL & EPDXY #4 C�➢ 1$" 0.C. & `BEND DOWN INTO STAIR. Z e ° r. • r, g" " (Z ANCHOR DRILLED & EPDXIED THREADED 8"x8" THICKENED 7 3 (TYPICAL) CONC. STAIRS EDGE w/ 1—#5 SEE WALL STUDS & SHEATHING, B CURB ROD ANCHOR, SEE GENERAL / / Q SECONDARY. POUR CONTINUOUS. ,,. BEARING WALL SCHEDULE AND NOTES AND DETAIL 1/S4.0. /� \//�/ Lt_ CONSTRUCTION SPECIFICATIONS. INTERIOR STUD BEARING WALL, #40 18" 0.C. r, SILL PLATE CONNECTION, UPLIFT CONNECTOR AT TOP & BOT. SEE BEARING WALL SCHEDULE. PER CONSTRUCTION 4�/4" MINIMUM „ \ DOWELS BEND OF STUD,$,, 5E_E -C-O�ISTRUU0,,N SPECIFICATIONS. EMBEDMENT 8 CMU STEMWALL w/ o ate, e . INTO STAIRS. . 5 VERT. HOOKED INTO I j(14 /� I 6A THICKENED SLAB SPECIFICATIONS. OMIT WHEN USI'NO SILL PLATE CONNECTION, PER FOOTING C9 40" O.C. � �� 4,* low. ANCHOR SYSTEM. SPECIFICATIONS.THREADED ROD CONSTRUCTION SPEC C BEND 2'-0" INTO SLAB $ �� S2.0 SCALE: 3/4" = V-0" SLAB ON GRADE, (TYP) e 4 GRADE STEP, SEE ARCH. PLAN. ---,, SEE PLAN. SLAB ON GRADE, a \ \ PLAN. a CONTINUOUS CONCRETE -` ) -- SEE - - �\ ROUGH MIN. HEAD OR MINIMUM PER NOTES HEADER SCHED. 1 '/i" @ 2x8 1�/2 1 V WITHIN 24" OF ANY SPLICE. iy OPENING SILL PLATES FASTENER E.E. COMMON NAILS EA. SIDE _ (TYPICAL) X OF SPLICE (TYPICAL) HEADER, PER 4 4'-4" {1)2x4 SPF #2 T4 gat s END 24" MAX. EXT. WALL _ HEADER SCHED. OPE LNG s s'-4" (2)2x4 SPF #2 (1)A34+ TOE NAILS s FASTENER ao >' z '-4" 3 2x4 SYP 2 (1)A34+. s—�zd X ° 12d NAILS ~ 6" MAX. INT. WALL 8 ( ) # TOE NAILS I I wN ROD, NUT AND # TOE NAILs IFIR� OAR �`�' 17'-0" (3)2x6 SHIP 2 (��dS6+ WASHER PER NOTES SIDE -0F 2nd ° BELOW Box I IRE N WINDOWS KING JACK STUDS IN TWO STORY CLEAR HEIGHT WALLS. ___. ___._ DBL TOP PLATE SPLICE DETAIL Lou Pontigo and .- ° PLY. ,.a GIRT & FASTENERS PER HEADER SCHED. X 4 . PER 2/S3.0. HEAD OR SILL 72)12d TOE S E.E. 53.0 SCALE: 3/4" 1'-0" ASSOCia1@S, Inc. KING JACK STUDS PLATES SEE X ° 2x8 SPF T&B w PER HEADER SCHED. ��. -- / SCHEDULE (MIN) 496 Osceola Avenue (6)12d TOE NAILS TOP 12d 0 8 O.C. Jacksonville Beach,Florida 2x SPF DIAGONAL (TYP) ROUGH OPN'G, SEE ARCH. 2x6 or 2x8 2 PT. SYP#2 32250 & BOT. D QR ANCHOR Ph.242-0908 Fax.241-9557 BLOCKING FASTENED KING & NAILING PATTERN NAILING PATTERN IF NO THREADED ROD SILL PLATE ,� _ SHEATHING CA#8344 w/(2) 12d E.E. JACKS I I w CONT. AT HEAD SILL BOLT LOCATED AS SHOWN PROVIDE PER SCHED. - A '/2"0 THREADED ROD ANCHOR BOLT :,. Q GIRT/VERT FRAMING IN 1St „ OR PLAN ADD 3rd (PER 8/S2.0) w/ 1 /2 PLATE WASHER. NOTE:. TRIM WALL SHEATHING TO MATCH JOINT.. Y f 1 2" LTP4 ON )NSIDE FACE. 2x SPF RIPPED OR 2nd FLOOR OF (2)2x_ 2x_ 7LESS RADIUS WINDOW FRAME B / BOX BEAM BETWEEN WINDOWS TO FIT ARCH. SINGLE STORY WALL BUTT JOINT ROUGH OPN'G, SEE ARCH. IN TWO STORY FRAMING DEPTH REQ'D. I--`—(2)2x— PROVIDE AT A DISTANCE OF NO (. � � � A P l N T THAN 6" AND NO MORE THAN 12" 0 E j ALL BUTT JOINTS IN THE SILL PLATE. AUG 1'Q.2005 1 2 HEAD R ABOVE HEAD & SILL FRAMING 3 BUILT— UP MEMBER 5 SILL PLATE BUTT JOINT DETAIL pE #53311 RADUIS WINDOW FRAMING 4 = S3.0 SCALE: 3/4" = 1'-0" ;, S3.0 SCALE: 3/4" = 1'-0" S3.0 SCALE: N.T.S. S3.0 SCALE: 3/4'" 1'-0" REVISIONS BY 2x_ SYP#2 CONT. ATTACH TO DBL • ATTACH SW SHEATHING TO TOP PLATE AND FLOOR DECK SEE FLOOR DECK SEE FASTEN OSB TO NAILER TRUSS w 1Od ADJACENT TRUSS. BLOCK ALL / „ GENERAL NOTES. GENERAL NOTES. DBL. TOP PLATE, SEE NOTE 6 OF w/(1) ROW 10d ® 4 O.C. PANEL EDGES. NAILING TO @ 3" O.C, EDGE 10dC 4 0 C. SEE BEARING WALL (TYPICAL) MATCH SHEARWALL. OF 2x_ MAY - - '/'is" OSB DIA. FASTEN ::� 1/S4.0 FOR SPH4/6 ;�� ,,>:;; ,�;, , STRAP FROM GARAGE SCHEDULE. R UIREMENTS. 16 SQ. MIN. EQ OVERHANG DBL. \� ,/ TO TOP PLATE w/ (2) DOOR HEADER TO JACK TOP PLATE. ,� /� �� " /,B OSB DIAPHRAGM PRE-ENG. WOOD . ; ; ,�/, i, ROWS 10d 4 O.C. & STUDS, SEE UPLIFT /2 ANCHOR 24 SQ. MAX. CORNER FRAMING, (TYP) /f� ,��, 2x4 NAILER w 1 e + GARAGE HEADER, FASTENED TO TOP PLATE ROOF TRUSS BOT. 11 '/4 .� , ,/ "/ ( ) CONNECTION SCHED. BOLT w 1' "s� " ;/, ; SEE PLAN. / /2 , SHEATH PER GENERAL NOTES w/(2) ROWS 10d 4 O.C. CHORD MAX. ; /� /'/ ROW 10d C 4 O.C. *545 C QT� / 1, ® ..__ �Jt mh�04�OIQNPIISS � � rb.rC. SEE GENERAL NOTES. ADD SIMPSON PA51 STRAP WHEN GARAGE WING "ON EA. SIDE, AT ALL PANEL EDGES. WALL < 3'-6" EMBEDDED IN CONC. FILLED 4 MIN. EMBED. SYP#2 2x4 NAILER FASTENED FLOOR FRAMING—/ IF SHEARWALL IS STEM WALL. FASTEN TO KINGS w/ 18-16d NAILS. ® MIN. (2) STUDS UNDER FASTEN TOP PLATES ALIGNED DIRECTLY TO TRUSS BOT. CHORD w 2 BEAM, UON. ATTACH TOGETHER w 2 ROWS INTERIOR , INTERIOR SHEARWALL, BENEATH FLOOR 3-2x_ STUDS (SEE DETAIL BELOW) SYP#2 PT o �� / ) � BEAM TO BUILT-UP ROWS 10d ® 4 O.C. SEE SCHEDULE. TRUSS OMIT HORIZ. AT CORNER. ADDED PA51 STRAP BOTTOM PLATE OF (4)10d BETWEEN SHEARWALL, j , POST w/(2)HTS20. IN' ERIOR SHEARWALL, EACH STUD. SEE GENERAL OSB & EXTEND WALL EMBEDDED IN CONC. SEE GENERAL NOTES FOR NOTES FOR 2/is" OSB ONE '`'�E) BLOCKING PANEL SHEATHING TO TOP SILL PLATE, SEE FILLED STEM WALL NAILING. NAILING. BETWEEN F ,OR TRUSSES (2x4 SPF ALL FLANGE OF FLOOR CONCRETE SLAB, Rill SEE PLAN. r ,w MNALTERNATE ,, . f, AROU1 ,. ATTACH TO DOUBLE TOP PLATE TRUSS. BRG. WALL SCHED. fEN GARAGE WING m j WALL IS < 3'-45" ON SIDE OF COLUMN WHERE HEADER BEAMS ARE SITUATED ALTERNATE A ALTERNATE B wl�' '°=-`16d N�►1915 BETWEEN EA. FLOOR TRUSS. —" 33/4" TO W. - ABOVE, ATTACH„THE SILL PLATE TO SLAB w/(1)'/2 x 6" EPDXY ANCHOR WITH 3 SQUARE STEEL WASHER. ATTACH CORNER EITHER ALTERNATE MAY BE USED EXCEPT AT SW-2. AT SW-2, ��USE PERPENDI 0-AR PARALLEL THICKENED SLAB STUDS TO BOTTOM PLATE WITH (1)H2.5A CLIP AND TO HEADER ALTERNATE A AND REDUCE TYPICAL 4 NAIL SPACING TO 2 O.C. TO FL AMING TO FLOOR FRAMING " EDGE @ GARAGE 11 ABOVE WITH (1)MSTA24 STRAP. 16 MIN. EMBED. OPENING. OF PA51 IN CONC. F} F rxr R: PA51 IN STEMWALL FILLED STEMWALL. f GAR AGE WING WALL ELEVATION � B COXED. OLU M N AT PORCH 8; INT. SHEAR WALL AT ROOF 9 INT. SHEARWALL AT FLOOR STEMWALL SHOWN, MONOLITHIC r. S3.0 SCALE: 3/4 - �r/ ,. , ,. 0 SCALE: 3/4 = 1 -U ».0 �c,> t: . �1 S3.0 SCALE: 1/2" = 1'-0" - 1 -0 SLAB FOOTING SIMILAR. �, .e h 0 .. J j, <. Uj NVENTIONAL ROOF FRAMING SCHEDULE p AS ALT SHINGLENCRETE TILE ROOF RAFTER UPLIFT CONNECTOR 0 M,4 UM SPAN `MAXIMUM SPAN Z ROOF SHEATHING, H3 HURRICANE CLIP 0 EA. PLYWOOD OR OSB SHEATHfNG, (SYP #2) " ,PROVIDE BLOCKING FOR SEE GENERAL NOT S. OUTLOOKER TO TRUSS. BOUNDARY OF SEE GENERAL NOTES. X24 C ®1s O.C. @24 O.0 @16 O.C. DBL TOP PLATE PRE-ENG TRUSS Y; ROOF DECK @ RIDGE. 2x4 SYP#2 OUTLOOKERS SHEATHING _ _ _ 2R 4-12d HURRICANE CLIP PER . . . . . . . . 2 x 6 9; 11' 6" 8' 6" 9' 9" {1) H3OE NAIL (1) A35 �roE NAIL 24" O.C. Q • 2 x 8 13 ' " 15'-0" 11'-6" 13'-0" (2) H3 Q 8-ted 2 . A35 OR $-12d UPLIFT CONNECTION 4-12d EXAMPLE OF PANEL a of NAIL ( ) TOE NAIL w SCHEDULE. WALL STUD TOE NAILS EDGE w/ BLOCKING 2 x 10 16'4 19 -0 13'-9p' PROVIDE 2x4 SYP#2 UPRIGHT " 17 -0 (1) MTS12 (2) A35 I ( TYP• FROM TOP TO BOT. CHORD OF WHERE REQUIRED BY 2 x 12 19'-�;t7" 23'-0" 16'-3" 19'-9" f ' , GENERAL N9TE . . (2} MTS12 - -__.-___(2)wA35 _Y ..._...... . WHERE A LEDGER IS INDICATED ON PLAN I I TRUSS 0 EA. X -WACE Cif NOTE: AND NO TRUSSES BEAR AT THAT LOCATION, ,� ��'� � I VERTICAL IS NOT PRESENT) USE THIS SCHEDULE FOR ALL ROOFS NOT FRAMED BY PRE-ENGINEERED WOOD ROOF TRUSSES. THE LEDGER IS BEING USED TO ATTACH THE 3-16d @ f X-BRACE SPACING SCHEMATIC AT CONVENTIONAL FRAMING LOCATED OVER OTHER ROOF FRAMING, SEE LEDGER BOARD DETAIL NOTE A NAIL SPACING AT BELOW FOR ATTACHMENT OF OVERFRAMED RAFTERS TO MAIN RAFTERS. WHEN USING TWO H3 ADJACENT ROOF DECK. USE A 2x6 LEDGER EA. VERT. I SYP 2 AS R QN EQUALLLYS CLIPS ON V/2" WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. PER SCHEDULE BELOW. ATTACH ROOF DECK (TYP.) # SUPPORTED EDGES,r �� II12,,A X-BRACE. I SPACED w/ SPACING OTHER. WHEN USING TWO A35 CLIPS ON V/2" WIDE LUMBER, STAGGER CLIPS VERTICALLY TO PFR (;FNFRAI NnTFS_ F ` GENERAL NOTES OF 5•-8 MAX. SYSTEM PER ROD 'At a,ll plate penetro ions, prove e a o e m e p a e 4 anger cin e �a��e er 1 I I I WALL OPENING, LEVEL w/ NUT T N P ALL ENINGS (IN ADDITION TO OTHER NAILS of the threaded rod used. While single continuous rods are preferred, couplers %4- XX STRAPPING ALTERNATENO ESA D LAN $RG. WALL & AND WASHER.'XJSPEC ED IN GENERAL NOTES. TO BE USED AT ENDSSTUD SCHED. (Simpson CNW or equal). may be used m cases where one continuous rod �s'� WH E ROD IS SPECIFIED ON PLAN ADJACENT TO I l OF SHEARWALLS." The rod shall be installed approximately centered in hole. Rods may l LOU POC1tIC�4 af�d SILL ANCHOR IN FILL ROUGH OPENING GIRDE TRUSS OR BEAM, LOCATE ROD WITHIN 3 ---------- -- -------- --------- W--r---------�BETWEEN RODS PER be slanted from true vertical by a maximum of 2 inches m 10 feet to avoid - -T- ,-'- ASSOCIgteS, Inc. - SEE ARCH. OF P T. N RAL N TE ;conflicts with floor and wallframing. The nut above the uppermost plate shall be — — _— ---- _-- ------------- I I I I I I i I I .C� E ., ,_ , .9. ��. STT FLOOR i lr.-- ---- ,�T N"-§ 9 P TSR iTr441 *'_t0' 6+ff the # tt (9 � _>t' ��ion ipky� o►@_halif t�� ! - I I! !I 4WK �sl��cvr , a DOU TOP PLATE TO HEADER WITH SPH4 6 @ (approximately25 ft.—Ibs. of torque). � t�� I i I i I I I I I / standard wrench Jacksonville Beach, Flonda „ I I I I I I I I I I ROD EMBEDMENT 32 IF CRIPPLE STUDS ARE USED ATTACH 1EPDXY ANCHORING; I I I I I I I I I I 32250 DEPTH PER FOUNDATION, SPH TO CRIPPLES AND ATTACH CRIPPLE TO jAll threaded rods shall be drilled & epoxy anchored with Simpson 'SET' High I I I I I I HEADER, I I I ► Ph.242-0908 Fax.241-9557 SEE PLAN I I t I I I I I I I CA#8344 HEA WITH H3. 'Stren th Epoxy or roved equal. Provide a minimum ed a distance measured SEE PLAN ROD NOTES 7 W ROD SPACING EXCEEDS 6'-0", PROVIDE AN from centerline of rod to edge of slab of 2" for 2X4 framing 9 ( I I I I I I i I I 1 09 P Y PP q o ce g ) ming and 3" in 2x6 I I I I I ► I I 1 L L ADDI NAL ROW OF 8d NAILS @ 6" O.C. INTO ifromin See $ S2.0 fortypical anchor installation �C embedment of '/2"0 rods) I I I SHEA�WALLI t I I �HEARWALL DOU TOP PLATE. STAGGER THIS NAILING 1 9 ( / I I I SEE (PLAN I i I I I SEE PLAN I TYPI NAILING. { MULTIPLE STUDS AT END OF MAX SHEARWALL, SEE SHEARWALL I I I I I I t I 1 SPECIFICATIONS. I I I I I ► I I I ► �- U I A P OW T 1 6 I I I I 11 f I I I I , ' t I I I I ( ► I I AUG 1 0 2005 i FASTEN CORNER POST Q FASTEN THREADED ROD TO FOUNOfiION ADDITIONAL ANCHOR BOLTS , P s TOGETHER w/12d COMMON NOT SHOWN � . E I�5.331 1 FOUNDATION PER 8/S-3. PER UPLIFT CONNECTOR SCHED. 4" 8" @ 6" O.C. (STAGGERED). 1 THREADED ROD ANCHORING `STEM AND GENERAL NOTES MAX 2 ANCHORING SYSTEM S`/'M'BOL DEFINITIONS STRAIGHT CORNER POST S4.0 SCALE: N.T.S. INSTALLATION S4.0 SCALE: NTS R REVISIONS. BY i t 1 (2)SIMPSON MSTA24 CONNECTOR F 1 2x SPF BLOCKING ¢ AS A STUD--TO-PLATE 2nd LVL KING `' PART. ENC. EXP. 'B' & ALL EXP. 'C' ENCLOSED EXP. 'B' RIPPED TO FIT M c� g A''' SPH4 6 016" O.C. SPH4 6 032 O.C. ROOF DECK, SEE WITH GAP SHOWN CONN. w/(12)10dx1.5" DOUBLE TOP PLATE STUDS TO 1st / NAILS SYP 2, MATCH LVL FRAMING. B CS16 032 O.C. CS16 032" O.G. GENERAL NOTES. # " STUD WIDTH. o C SPH4 6 032 O.C. SPH4 6 032 O.C. PRE—ENGINEERED WOOD STRAP FROM 2ND MSTA24 TO 4' WIDE MSTA24 TO 6' WIDE j 12 FLOOR STUDS TO. w D ROOF TRUSSES @ 24 O:C., SHEATHING I z (2) MSTA24 TO 9' WIDE 2 MSTA24 TO 12 WIDE SEE 1ST FLOOR STUDS 12 DESIGNED BY OTHERS SEE LEFT MAY TERMINATE I o LTT20B TO 4' WIDE LTT208 TO 6' WIDE ARCH t SEE UPLIFT CONN. S E PROVIDE OLID U E ' FOR INFO. AT TOP OF DBL. E HTT16 TO 9' WIDE HTTI6 TO 12' WIDE HURRICANE CLIPS PER SCHEDULE. OMIT ARCH PRE-ENGINEERED WOOD CKING BE EEN NOT SHOWN TOP PLATE. UPLIFT CONNECTOR I @THREADED R00 ROOF TRUSSES 24" FL ORS. F (2)SIMPSON MSTA24- CS16 TO 4' WIDE CS16 TO 6' WIDE SCHEDULE. I ANCHOR SYSTEM O.C. DESIGNED BY (2) CS16 TO 9' WIDE (2) CS16 TO 12' WIDE DBL TOP PLA 3/4"x23/4 TRU TRUSSES WITH I OTHERS w/(4) TITEN ' FIN FLOOR EL' SYP#2, MATCH HEEL --0 1 A SCREWS TO FTG. AND PLATE EL. SEE ARCH PLANS STUD WIDTH. CONNECTOR A �EE�AT•�Z`H- r : 1 � PLATE EL. (9) 10dx1 '/2" NAILS DBL TOP TO STUD. DOUBLE TOP PLATE PLATE SYP#2, I MATCH STUD WIDTH. WALL STUDS AND I /is" OSB OR 3/ CDX BUILT-UP POST TO WALL STUD. IL�t.� 9A �I MI 1 }„ LA�NI. x S� �LFE. CLIP FROM DBL TOP BRG. WALL SCHED. TO TRUSS OR CEILING HEADER, SEE NAILING SEE DET. CONNECTOR B PLATE TO STUD, SEE AND GENERAL NOTES. l = JOIST w/ 8D NAILS PLAN & HDR. 3/S3.0. 2nd LVL WALL STUDS TO CONNECTOR D UPLIFT CONNECTOR DOUBLE TOP PLATE I @ 12" O.C. SClED. 1st LVL WALL STUDS OR ; " MPSON H3 AT SAME HEADER TO JACK NON--STRUCTURAL, SEE WALL STUdS FRAMING CONNECTOR SPACING AS CONNECT�11 QR A STUD SCHEDULE, OR THREADED ROD PER SOFFIT SEE ARCH. SYP #2, MATCH 1 OMIT AT THREADED GENERAL NOTES QR STUD WIDTH. & SHEATHING, BRG. WALL STUDS AND SILL ANCHOR, ROD SYSTEM. SEE P. . POST OR BOX ALTERNATE CONNECTOR NO. OF KING STUDS OMIT WHEN USING EXTEND SHEATHING I WALL SCHED. AND SHEATHING, �� ROUGH OPENING SEE ARC CONVENTIONAL THREADED ROD ANCHOR, I CONSTRUCTION BRG. WALL SCHED. FAMED COLUMN CONNECTION ,• PER GENERAL EA. SIDE OF OPENING, , 1� - AT OPENINGS LESS VERTICALLY TO TOP PER CONSTRUCTION 1 4 SEE SCHEDULE. THAN 4' PROVIDE STRAPPING. OF TRUSS AS SHOWN. SPECIFICATIONS. AND GENERAL NOTES. SEE PLAN. SILL PLATE NOTES. NUMBER OF JACK STUDS SPECIFICATIONS AND j SPH4/6 AND ANCHOR PROVIDE 2x4 BLOCKING 1/S4.0 O$ OMIT WHEN ( THREADED ROD PER GENERAL DONNECTOR E EACH SIDE OF OPENING, / BOLT OR ROD ANCHOR a FOUNDATION. SCHEDULE. AT HORIZONTAL JOINTS. USING CONVENTIONAL NOTES OR OMIT WHEN USING 4 a KING STUD TO SEE WITHIN 6", UNLESS TRUSSES WITH STRAPPING. CONVENTIONAL STRAPPING. a a 60' SHEARWALL ANCHOR + HEEL > �I —O AL IS PRESENT. PORCH ROOF I- ORCH RCJUr STEMWALL OR 3 ROOF' TRUSS CONNECTION 4 FLOOR SECTION I 5 TR t.1 SS CON N ECT10N FOUNDATION. -(2)SIMPSON SPH4/6, CONN CTR S4.0 SCALE: N.T.S. S4.0 SCALE: 3/4" = V-0" 54.0 SCALE: N.T.S. i 1st LVL WALL TYPICAL OPENING DETAIL AND U) srUD ToSILL 7 STRAPPING SCHEDULE � 6 ROD ALTERNATE CONVENTIONAL —' l .. e% ar_ Li reN 5V-4.U/ St;ALE: N. I.S. S\ �.v/ iv. D. .` LIIJ 2x4 SYP#2 TOP PLATE FASTEN (2)2x4 EXT. STUDS TO HEADER BELOW w/ SIMPSON FASTEN SHEATHING, PER SW-1 i ` E)ACH OENADA (TYP. EA. END)PS (9)8d NAILS r f MULTI-PLY 2x4 SYP 2 STUDS ,/ STUD PACKS, Z # SPECIFICATIONS. ► � � � AT 16" O.C. (TYP) I PER 3/S3.0. 2x4 SYP#2 BLOCKING BELOW BOTTOM FASTEN (2)2x4 EXT. STUDS TO t 2 OR13-PLY`GIRDER TRUSS Z PLATE FACE-NAIL TO RATED SHEATHING TO RUN HEADER BELOW w/ SIMPSON �\ i �� U TRUSS TOP CHORD CONTINUOUSLY OVER THE (2)C520 STRAPS (9)8d NAILS w/1 2d NAILS @ 3" INNER FACE OF TRUSS TOP t EACH END. (TYP. EA. END) ! / ! SIMPSON HDQ8 w/ SIMISON HDQ8 w/ Z O.C. (TYP EA. SIDE) CHORD. (TYP) ! „ ., a ,• >, Q 20 - SDS '/a x3 20 - SDS 4x3 WOOD SCREWS. 2 OR 3-PLY LVL BEAM WOOD SCREWS. ROOF SHEATHING, PER SCHEDULE 5 SHEATHING, ROOF TRUSS, PER SW-1 1 MAIN HOUSE 2-PLY PRE-ENG. BY OTHER. SPECS. ,I'T ,� ----'--- -- I. ! ! EXTERIOR WALL. SYP#2 DOUBLE -� ROOF TRUSS I`! I SIMPSON MSTC66 ON TOP ! l ! 1 (2)2x6 HDR. AT A F TRUSS AND DOWN ELEVATION I ! 1 ELEV. OF TOP ° ! ? ! ' PLATE. FASTEN TO OUTSIDE FACE OF POST. ` j j STUDS w/SIMPSON 7 ATTACH 1 HTS20 7 / I ! ! ! HUC26-2 HANGER /$ a A307 THREADED O /8 s6 A307 THREADED nRn A• FpnxY R" FROM TRUSS TO POSTnRii �pnxv R" ----- --- 4k, LATERAL LOADS & COMPONENTS AND CLADDING: ri K \ - - ,.{I DESIGN CODE. THE 2001 FLORIDA BUILDING COBE(BC)a.+SCEI BASO WHO SPEED - -_-_ _____ --__120 SPH • A r�9- l MtANCE FACTOR - _ ___ _ _ _ _ __ - _-1,00 - - j III 34 MEANROOF -- __ -_.__ _ _. ___ _--- -2..on - ROOF PITCH__- --6/11 t EXPOSURE CATEGORY _-_- __ ___ _ ___ __ ENCLOSURE CLASSIFICATION - _____ Mt:ENCLOSED _ INTERNAL PRESSURE COEFFICIENT - E.--IS REAAC$ENT THE N[T PRCISWF(SUM OF EXTERNAL X COMPONENTS t CLADDING DESIGN PRESSURES(PSI) FIT R NAL PRESSURES)I-FIED NORMµTO WALL WRFICE, - ' i C 4 WRRP.,-HKTWEE1 VXLUCS OF CNAC TOr MEA 5 PER 1.�C: I, I iRIBUiARY INTERIOR EDGE STIR !0.S ANO OR SONS SWWFv PRCSStMf AC TANG TOwARO.Y 1 AREA(Wi) ZONE .!-0 R +ER OR WALL ygFAu OWORENT A ll TRW WALL RES-ANTI SHALL BE DESIGNED FOR BOTH ..9.3 -52.4 A9.3 -620 1 C ONE r NOLADDING FU4[NTTS WITHIN A DISTANCE A'FROM OLI90 li C 15 OF O NnONC SHALL YE DE9ORTO FM THE 0..SOIP - - « 1 SO ..5.♦ -.B.5 .45.. _5 IMCSMRES. W.A USE W AADR ZOE PAT55URE5. H - 6.DEMON O 1WADOwS/0001$FASIENNG 10 ME wNL FRANWC IS THE ff I }> _46.8 ♦.l:J -50. RSA:M9WL Tr CO NNAT COR 4ANSUPPL UF,/ NR Y SN OD -37 .1 MEET THE 1 y AR-NOTED P09nK AND nECATK PRESMIR[S {I r i;" DESIGN SPECIFICATIONS: DESIGN COOS: THE 2001 FLORIDA BUILOW40 CODE(FBCI OCOWANCY:RESIDENTIAL GROW R-3(SINGLE t SIU 1,1 FAMILY)l WM UPLW1.WUS5l$HALL OfDEWTI MM.DEM i- A. C(MSiRUC1101:TYPE M,UNPROTECTED COM-O 5 vss 10P CHORD AND 5 PST TTd CHORD. ° ry D[SSON LOAD;:ACTUAL AND UNIFORM FORS[ALCUL.M.1.NE BLARING POINTS O ROOF TRUSSES i 1 11 OEM LOADS:(ACTUAL K LOADS.fUNll'Ot41 IK..C£0 CLOW A ./FBC SECTOR t6M.AZBOOR 13.5 P5F FtOON .00 Py GALIr. C RTXN K TOMS cONBNEO WITH R00 L KROOF 135 PSE ROOFPSF(TLE L." 5,ALL fR ULIVI B 0.75 MIEN CONFIRM./DEMI%1609..) OR ALL REOUX,CO-11 ENOMEE.IN-ROOF (TALE)30.0 PST .ATTIC 100 PST(8.0 9OR5XA[FOR ALL TRUSS-TO-TWISS CALCULATIONS MADQOI[C110N CRITEMA EC_S(UNLESS A-AL COMCCTOR DE9OR Is REOURED(i , RODF MANINO UVE LOM L/2M TOTAL.LOM /IBD K.01 AVMLARE PRd KNOOK).RODE TRAINING,UK LOM L/400 ANO TOTAL LOAD 1/160 - "' p ( eT �,.,; MATERIAL SPECIFICATIONS: �Da sswse FOSTER HARPsrER ° Lam'5W NAUTICAL BLVD NDRTH N. 1# L Y>7 R," _ CAST-M-PLACE CONCRETE:SHALL HAVE A CONPRESSIVE STRINGN OF 2500 PSI AT 20 DAYS ; T PLAN:Eusrn Auolrla+ {, CONCRETE IN MAMMY(ARTS SHALL BE CONCRETE MASONRY UNIT M ACCORDANCE ON Asn C 90.AND SHALL HAVE A - 1 AB:55105A FOSTER NARPSTER DESIGNER:K(9.LIN WALKER `;2 MNIMLWI NET AREA COMPRESSIVE STRENGTH O 1900 PSI WHEN USING TYPE 4 OR S MORTAR(ASTM C 27D).IN I ACCORDANCE ON ACA SM.THE 1900 PSI BLOCK M COABIMA TON WITH TYPE 4 OR S MORTAR PROVIDES A DESIGN - s FO - LOB::500 NAUTICAL BLVD.NORTH i - ,,"{ COMPRESSIVE SMENCTH(FIw)OF IND PSI. 16'Oc _-PLAN CUSTOM AUDITION `y NWO)L THE CROUT SHALL.BE IN ACCORDANCE WIN ASTM C 176 AND SMALL HAVE A MAXIMUM COURSE AGGRECAYE SIZE OF DESIGNER:KOLLIN WALKER 5i '-a PLACED AT M B"TO 11-SLUMP AND HAVE A MINIMUM SPICIFIED COMPRESSIVE STRENGTH OF 2000 P9 At 28 DAYS - ! MEN TESTED IN ACCORDANCE WIN ASTM C 1019. - S N07OTHERWISELDVS 96 tf raww we Sill SHALL BE:514 615,GRACE.0- HANGERS ON,URB ARE AS FDL SRAX1101 M Sha:SHAUL BE ASM n. .ANTES ED - T . APPLICATION PART E 1 APPROVAL B WELDED HIRE fABEC(WW):SHALL DE ASM A185 16'OC AMOIOM BOLTS AND MWADM HODS:SHALL BE M ACCORDM CE WITH ASTM A MY OR ASM 1 1554 GRADE M. WAI9ERS SNALL BE M ACCORDANCE ON ASM A500(CI AM B). BM 2 3 .FLOOR JOIST MIT316 FL474.334 2-PLY BEAN HGUS414 FL474.140 ry u.4 P NUTS SHALL DE M ACCORDANCE WM:SM A 563 GRAD[A HEx. i1 R :IF 131 Tr}a `: i". ANCHORING AOEESIVU SNALL BE MEOFME FatOWNG FROIUCTS(OUAL OAR AOICE INSTALLATION DAILY): 2> X OZ'S - 6 ro ALL FLOOR JOISTS AT 16'`E]C SWPSON SMCNG-TE CO..PRODUCT:EPDXY-TC SET ON.APPROVED EOUAI. ... _ yyyyyy 4" SIMPSON STRONG-TIE CO..PRODUCT:ACR WJC-TAE SET O APPROKp EQUAL. METAL WOWCTOTS ALL METAL CONNECTORS WHICH ARE EXP)SED TO EXTERIOR SHALL BE GALVANIZED,Z-MAX OR SS _ El CONSTRUCTION SPECIFICATIONS: II ( [ DHOW ASSEMIOIE&ROOT ASSENBLeS SHAI,BE CCMDAN(c ON FDC CHAPTER.15. FPRE-ENGINEERED TRU - III FOONSO MPD FDIIIDATNME,SOL BEARING(DESIGN MAXHMVM): 2500 PST.IF THE FOOTING ELEVATORS SHOWN OCCUR IN A - - S , ( p15TWBE9 OR UNSTABLE SOL.ME ENGINEER SHALL BE.NOTIFIED.UNLESS ONERwSE NOTED ON DRAWINGS.MINIMUM 101 L; - Q�E'��IGN OF PRE-EN WOOD t [ONCDEIE COVER FOR REHxFONCING SHALL BE 3 IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE.IN ALL 16�OL _ ql "WL SEAL OF AN ENGINEER IN.THE S 11 °I L a:. CONTNUDUS FOOTINGS PROVIDE/3•AS O.C.OR ROD CHAIR!,.PROVIDE CONTINUITY O REINFORCING AT INTERSECTIONS O ALL COMPLY MM NEPA, TPI.AND FLA PERPENpCUtIl2 C ON C RETE ELEMENTS BY MSTALLIHG CORNER EARS,MINIMUM O 40 BAR DIAMETERS INTO EACH ELEMENT. Y TRACTCR SHALL VERIFY THAT AO :t E: !1 F IOTROL®WIOEh:DESIGN PER:d 31B LATEST Eand;'c>•2500 v5.ALL REQUIRES COMPRESSIVE STREnOMS _ _ CAR Ml IS INSTALLED AT ALL TRUS (UNLESS OTMERwSE NOTED ON PLAN) TRUS$SHOP DRAMNGS. ��I I MABORC ALL CONCRETE MASONRY UMTS SMALL BE COMPOSE)O'ASTM CODE.E CRADE N-1 HOLLOW CONCRETE MASONRY X N BED( - UMTS MM TWE.S'MORTAR.WALL COURSING SHALL BE RUNNING BODS,STACK BOND SHALL NOT BE USED.GROUT ALL ACRE Al TRUSSES SHALL HAVE TEMPORAR CELLS CONTAINING VERNAL REINFORCEMENT WITH 3000 Py PEA ROCK CONCRETE GROUT.SPLICES IN REINFORCING,WHERE $S10VN c: NTARY'ANO RECOMMEND#TION F i I NII PERMITTED.SHALL BE 48 BAR DIAMETERS ALL CELLS BELOW FAISHEO SHALL BE GROUTEO SOLID.ALL EXTERIOR WALLS SMALL DORMS 1 � - I 1ALLR'JG @BRACING METAL PLATE - } SE REINFORCED FULL HEIGHT Al �-1 j g1i55E5.HIB-91.' 1 +I I I 1s T.a 4'-D"OC MAX. 14 AT EACH CORNER,WALL END.ANO WALL INTERSECT09S. - _ ANENT BRACING SHALL.BE 1.4 S Ut AT STEMRWALL COMSTRUCTE0 OF 5 OR MORE COURSEO,PROVIDE HORIZONTAL DONT REINFORCEMENT AT 16"O.C.VERTICALLY, 7TOM CHORD BRACING PERPENOIC 1 TTOM CHORDS AND ATTACHED TO E S (EVERY OTHER COURSE)UNLESS NOTED OTHERWISE.LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6 IF ME FOOTING 4•/- 1 { i { ? { = .➢ ELEVATIONS SHOW OCCUR IN A OSTWRBED ON UNSTABLE 504,ME ENGINEER SENaULO - - JF ) _ .0 d COMMON NAILS.PROVIDE PERM - " ERE INDICATED ON ME TRUSS MFR 61 i I � WODD:ML WOOD MEMBERS.EXPOSED TO MEANER OR IN CAOKTACT ON MASONRY.CONCRETE OR SOL SHALL BE j : A TEND WALLS PROVIDE DIAGONALS I e 1 PRESSURE-TREATED..WOOD TRMMG SMALL BE IN ACCORDANCE ON CHAPTER 23 O THE FLORIDA BUILDING CODE,UNLESS T THE ADJACENT EX]ER=R PERPEN OITEAWSC NOTED FICTION:PT LUMBER INDICATED IN SECTIONS PRESERVED WITH SODIUM BORATE(DOT-DISOON4 4 - iWEEN EACH LINE OF BRACING TO #, B, MTABONATE TETRA HYDRATE).K HOWEVER,ACO OR NON-OOT BORArE PRESERVATIVE TREAMENi 15 USED.ALL EO I TTERN ALL CONSTRUCTED OF ME ' 1 `K L FASTENERS SNAIL HOT DIPPED GALVANIZED.IF AC24,PRESERVATIVE IS USED.Al ATTACHED FASTENERS$II ,•.?a. 1 +11€9 STAINLESS STEEL - 1 riERIAL. ALSO ALONG EXTERIOR W - iTOM CHORD BRACING PROVIDE 010. f ( FASTENERS AND EiOXF.E4DECMENT OF EXPMS 0 BOLTS SHILL BE 3'/,'41NMUN N COHCREIF ANO 5'/N' TED - - - - ACE BETNEEN THE WALL AND THE II 1 > 1 MASONRY.EPDXY SMALL BE'SET EPDXY ADHESIVE BY SIMPSON CR APPROVED EOUAL.EMBEDMENT OFR ORU TTOM CHORD BRACING AT A MAXIM { 1 ( DORELS SHALL BE 12 BM DIAMETER MINIMUM OUCH). HOLES!MALL 0E'/.'LARGER THIN REBAR SIX AND'�"UR T. f« THM THREADED ROD SIZE.ANCHOR BOLTS EMBEDDED IN CONCRETE SHALL CONFORM TO ASM AMY WITH 3'HOdS X `, 1 } r SPECKED LENGTH. FRgR STRUCTURES DESIGNED AS PARTI S$ENGINEER TO PROVIDE SPACING 3B1 PLATE CGMECiOR4 ALL EXTERIOR WALLS AlINERIOR 4EARWµLS.PgOMDE'/1"A6'19 T REACEO ROD ANCHORS./ 1M,`1Mf/_V TTOM CHORD BRACING OF THE TRU 2X2X'/"PLATE WASHER(WALLED t EPDXIED O 40^M BETWEEN THRU_BOLTS INCLUDING BENEATH'WINDOW SILLS. E ENG. - - SECOND FLOOR PRE-E 1\SIJ. �D G€RUING DIgPHRAGM. I T FLOOR PES 'E°A""G"dFlRATEOUT PLAN ROOF TRUSS LAYOUT PLAN 2 i yx .�N T IgM ?SX1E- 5/32"AP:.RATED SHEATHING.MAILED./Ba CO/NON NA0.S G,6"O.C.EDGE Alh 6-OC FIELD(W GABLE ENDS HF-'^ I C Ell SIGNING AND SEALING THIS TRUSS s i ,'1•)l Ill) V $gl, DECREASE EDGE NAIL SPACING 10 i O.C.WITHIN 4-0'OF ROY EDGE). R OOI TR V S�.J L , ,NEER OF RECORD(EOR)MAKES N r , 5 WBl1-IS/32'APA RAZED SHEATHING.NAILED./0d CW401 WIRE O 6'O.C..EDGE AND 6"O.C.FIELD.PROVIDE.2.. SCALE: .N.T.& SCALE N.T.S. COMPONENT DESIGN THAT WERE )) BLOCKING AT ALL JOINTS. „ EGAIE0 ENGINEER(TRUSS DESIGN I h t F -23/32"MPA TIRED STJRD-I-FLOOR SHEANWG Cl AND NAIL MM 106 COMMON W 6"O.C.EDGE k RENO EVE ME FRAMING DEPICTED ON i• 1 , '!'' ;.8{; yCRL11 GYPSUM(WATER PROOF)GREEN BOARD,w/SDI ;COLOR NAILS 0.6 O.C.EDGE AMpRECD - S NOT CLAIM THE WORK CON TMNE .. 1 .1 1s TI -•'/."(OR CRE:TER).COX PLYWOOD w/6d COIJ4ON ARS O fi O.C.EDGE AND RENO Yp'��OUTS AS HIS GMM. THE EOR CERTI I > c -17/w"OSB../BE C04Md1 WIRE HAWS O 6.O.C.EDGE AND WELD. ••.1TUSS AND BEAM SPAN DIRECTIONS. [ 1� H:ROPAMEL SHEATHING WHERE.HAFDIPANEL SHOWN USE 5/16 HARgPAREL SPRAINING FASTENED WITH 6d NAILS O 6"O.0 L ATIONS ARE THOSE WHICH THE SU EDGES t REND.MEN SN-3 15 NOTED FASTEN ON Ali G,4V COMMON WE AND PROVIDE NORIZOINTAL BLOCKING AT - g (' i 40"MAX.K SW-1 15 SHOWN.PROVIDE WOOD PANEL SHEATHING AS INDCATED ABOVE BENAN HARpWMEL APPLICATION. - -�RE DESIGN€D TO CARRr:DUTIES OE - SS DESIGN ENGINEER EXPLICITLY N 3 ' y "y,•'' •- CARRON AND MTEMOR SHEARFWL SPECIFICATIONS,SHEATH PER WOOD PANEL SHEATHING SCHEOLILE BELOW WN 2A_ - - AL INCLUDE COMPONENTS(INDIVIDU BLOCKING AT ALL PAWL JOINTS.EXAMINE All SECTIONS AND EEYARS FOR SPECIAL NAILING AND MOCKING CONDITIONS. _ qIl TO TRUSS CONNECTIONS.AND y` I PP ^y E) y ) hp _MOOD P SNEANIMf:5W-/INDICATES WOOD PMEL SHEARNALL.PROVIDE NMLNG AND ANCHORING AT EACH END OF VNUING. - d ib T M f ' $HEMWALL SER SL'HEDLKE BELOW US AS INOICATE0 DN PLM.MOVOE SOLIDS AT ENDS OF SNEMWALLS PER 7/S4.0(KING STUDS AT READER MAY SERVE AS DOUBLE STUD).IF CONVENYINALLY SWAPPED.ANCHOR SECOND STORY END STUDS TO ELI I ( } RBST FLOOD WALL FRAMING,w/(3)C516 OR AS INDICATED ON RAN. , S I I I Lc� MAW N[t END ANLHONA[s Y!F SHf:gwALLc SwF. NAIL O-BOR COMMON ORE NABS W 3 O.C.EDGE t fi OC.FIELD ANCHOR Al RDD 0(2)'/7-•1RODS. GENERAL.UPLIFT CONNECTOR SCHEDULE HOLDDOWN FASTENER SCHEDULE AND FLORIDA-PRODUCT APPROVAL CODES. SW2: USE SM NAIL NG.EXCEPT SHEATH BON SIDES O'STUDS ANCHOR-N/(2)A/"I ROOS BOR COMMON WINE NAILS R fi o.C.EDGE t 6'O.C.FIELD MCFOR-w//"I ROD TRUSS OR BEAM SUPPORT CONNECTOR CONNECTOR FASTENERS APPROVAL CODE CONNECTOR FASTENERS PRODUCT CODE .CONNECTOR FASTENERS PRODUCT CODE 'HECTOR FASTENERS }{;;;y5 ,k,° AIi101OMID S151EM:FOR GENERAL UPLIFT REWIREMEN25 AT AlINSTALL'/"W ASDT NREAOEO ROD ARCH PER BUILT-UP POST FOUNDATION SEE FOUN T10N.PLAN. A15. 12-BOXI'/i" -FL474.4 14-505'jN AL3" i0 TRUS$ - 2- 0 BOLTS TO BEAM 4-10d TO STUD s 1 1 IHO5. FL50}.26 CC44 .6 R1218.t2 $S,Pp ) DETAILS 1 t 2/S4.0 ON A MAX SPACING O 6'-B'O.C..AT EXTERIOR WALLS L i-o'DC.AT INTERIM BEARING WALLS. PORCHES - - LTP4 12-8dX1'I" FL474.258 1-I"f ROD TO FTG. 2-/."6 BOLTS TO POST 1-LOON TO TO TOP PLATE AND AT ALL CORNERS AND"a INTERSECTIONS. SEE SPECIAL ANCHOR LOCATIONS INDCATEO ON RM.SEE DETME 0/52.0 UPPER POST LOWER POST (2)C516 H2.SA 5-BOR EA.ENO FL474:T15 18-i60 TO TRUSS a-6/"0 BOLTS TO BEAM - T FOR.TYPICA"DRIFT NSTALLATON. INTERIOR PARTITION WALLS MD INTERIM BEARING WALLS ON NO ROOF WLKT DO _ UPPER BOX COL. LONER BOX COL. T EACH CORNER NOT REWRE ANCHORS.ANCHORS AT ENDS OF SHEARWALLS MAY VARY,SEE SNEARWALL SPECIFICATIONS ABOVE AND PLM (I)C516.AIT HTT16 FL503.20 CC66 FL1218.18 OSyp FOR LOCATION. AS M ALTERNATE THE CONTRACTOTI WAY INSTALL CONVENTIONAL STRAPPING PER 6/54.0 FOR BOX COLUMN FOUNDATION (t)17T20B3(ESEE 7/53:0) MJ 4-�L EA.ENO FL474.116 1-'ISE-w ROD TO FTG. 2-I6'W BOLTS TO POST INTEWOR/EXTEWOR ROOF BEARING WALLS IN LIEU OF THE ANCNCRINO SYSTEM SPECIFIED Al.THIS SYSTEM USES A HEADER BEAM BOX COLUMN (2)HTS20' HB 5-104.1.5"EA,END FLi423.7 32-16d TO TRUSS PA51 9-16d(EMBED ANCHOR) FL474.335 4-IOC i0 STUD ;� 11 II i = 1 ! r'` THREADED R00(THRU-BOLT)CWTI MS FROM THE FOUNDAn1N TO THE DQ E TOP PLATE.TYPICAL ANCHOR SCLTS ARE HEADER BEAM POST - MiT22 FL 503-21 LT f (2)HT52O' ��f08 x,; ONLY REOURED AT THE FOLLOWING LOCATIONS MT512 7-lOdX1'/'�EA.END FL4J4.}25 8-I-o RW TO FTG.' %"0 ROD TO FTG. TO TO TOP PLATE POST FOUNDATION (i)ABU44/6�TB HD10A FL503.6 HT520 24-IDdXI%'EPA.END FL538.9 20-S051/K3" TO TRUSS 4-5/'W BOLTS TO TRUSS S -SPACED 0Ill O.C.AT THE EXTERIOR WALL SILL PLATE WHERE THE TIFU-BOT SPACING IS MAIER THAN 6'-0"O.C. % RI AKIN W IN H ARWA ALL EXT y"Ll h INT.SW PROVIDE '/R"x6' Hi FL1463.25 N T N AT THE EXTERIOR WNL SILL PLATES MERE THE THRU-BO r IS MORE THAN 12"FROM THE END O THE PLANE. SILL PLATE FOUNDATION T w/2x2X'/"PLANE WASHER MSTA24 9-10d EA.END FL1901.57 1-f"W ROD TO RTL. SET SIMPSON EPDXY-TE FL4O2.3 1' L TRUSS-TO-TRUS5 CONNECTIONS Ig THRU- Y DELEGATED TRUSS ENGINEER. 3 'wk(, MOF ANO CELANG FRAYNf.:ALL GONKNTONAL FRMNG SHALT.BE SW12.REFER TO 1Ru5s SHOP DRAWINGS FOR TRUSS DRILLED K FSPDXIED•'40"do BETWEEN MSTA36 73-I0C EA.END FL1901.59. 6-100 TO HEADER. _ AT SINPSIX4 ACRYLIC TIE FL2304./ 2. N � PROFILES PROVIDE SOLID BLOCKING AT SHEATHING JOINTS N PIE RBST TWO RATER OR TRUSS SPACES FROM CABLE ENO. SPOKED BENEATH "MOODY LUS28 FL474181 'NINON USING TWO STRAPS qV SINGLE a �� ') 1 .•E ',' ROOF SHEATHING SMALL BE ATTACHED TO BLOCKING ON PANE.-END MAXING REOUHREAKENTS. THRU-BONY- 9-1Od EA.END 4-ICOR TO JOIST 0520 9-8d TO MEMBER EA. END FLI901.6 F ACE STRAPS DIAGONALLY ACROSS SILLS. MSTAM24 - FL1901.61 F EACH OTHER.USE THE TASTE 5-.VA.2-'/ TITENS 14-16d TO HEADER Ill TO>5TUD 1i MEANS MD 11ETNODS THE STRUCTURAL ENGINEER SHALL NOT IHAVE CONTROL�R BE RESPONSIBLE FOR CONSTRUCTION NU526 FL674.284 5P7, FL474.384 ^r�( ^0 THREADED RODS$HA )'"j! MEANS.METHODS,ECIIMOUES,PROCEDUTIES,CR SEQUENCES FOR THE ACR OR WISSONS OF THE CONNACiaR OR ANY y - MSTC28 18-16d EA.END FL1901.63 6-16d TO JOIST 4-10d TO TO TOP PLATE c� f } OTHER PERSONS PERFOMING THE WORK CR FOR THE FAILURE FOR ANY OF THEM TO CONSTRUCT THE WORK N ACCORDANCE GARAGE HEADER JACK STUDS (2)MSTA24 'SCAB FOOTING w/5"EMBEDMENT. WITH RHE CCNMAC1 DOCUMENT. USTC40 26-186 EA,END FL1961.64 36-16d TO BIG.MEMBER 6-10d TO STUD wF{j1 Y'EMBEDMENT (SEE 8/52.0 FOR JI HWS282 F1474 1}9 SP2 FL474.385 L S 1 UNITS OF AO)Cn)PtAL D*GM IEMG DESIGN RESPO/9BRR1M THE ITEMS SPECIFICALLY DESIGNED By THE STRUCTURAL MSTC66 1 38-166 EA.END- rL1901.67 I12-160 TO BIG.MEMBER 6-10d TO TO TOP PATE RMVSTALLATION 6 EMBEDMENT'/"W R ENGINEER ARE LIMITED 10 THE FOLLOWING:CONTINUOUS LOM PATH FOR WIND UPLKT,WOOD PANEL SHE ARWALLS.WALL 22-1O0.TO TRUS$ - 14-160 TO HEADER $PSI 6-100X1.5"TO STUD FL474.386 IR+VMWNG AID REpidREO SEATING MO READERS DIRECTLY SU•vggtWG ROOF RIMING.ITEMS NOT DESIGNED MGT - 611623.15 NWTO FL121BA48 } I I1 d ]A " PRE-ENOnEERED WI000 FLOOR AND ROOF TRUSSES,FLOOD TRA.wNG NOT SPECIFICALLY ADDRESSED.-TM55-i0-MUSS 1-'/'a ROD TO FTG 6-i6d TO J015T. $PHS 10-IOeK1.5"TO$TLD FL538.34 CONNECTION.AND MY ARCHITECTURAL.MCCHANCµOR ELECTRICAL SYSTEM: § N - i0-SDS'/x3"TO TRUSS All %"0 ROD Al 12-16d FL474.21' SPH6 10-106X1.5"TO STUD FL538.35 ;T - PH02 -FE50327 MI I 1 I{a.Y*' 1-'/`W ROD TO FTG ABU66 6/"F ROD w 12-16a FL1725.1 M: SYMBOL LEGEN ,i. I � I•I 7i�� I ��'1 t - / WOOD BEAM OR iRUS INTERIOR LOAD BEARI 2.6 STUD WALL O 16 1 - _ SpSp 7 _ +gj.�WN SHEARWALL SEGMENT. 2I aAll! STEP, SEEARCHITECi _.:� BRACE GABLE END PE y ------ CONVENTIONALLY i C OVAL Y S TR HEADER I BMk3 LrT_20B(SIMPSON)- O I; 20 i N - 2x6 SYPN2 _ o < ;;ROOF RAFTERS 1' I I I tl+- N a 1 11, (2)2x4 SYPN2 KIN' POST IyI'I, _ #t' ' II 3 I�I. I `amu �II (3)2x6 SPF 2 _ z MTTI MP f , T 6(SIMPSON) =t POST THIS END / ®24 O.C. FASTEN TOP & BLIT, w ( ) � sL T- LE" 52-D� 1 I ,tli - : 1+ ^ ,a k1 I 11 I I I Ip OF BM.N2. 1 _ s (2 TS20 fl (u. - P9 ,. _ BMN� -- _ ! ER H AD H-. - ' ° ';•' L� I j`j r 1. HTT22(SIMPSON)' F , I X ---Lim (3)2x6 5PFN2 ( .. .•/�' F2 0 2 2x12 ;, POST THIS END ml € e _ / - HT520(SIMPSON) SIE ): I � / OVER 4 OF BMN2 I I 'I li:. I< y •'_}It t +(:¢..�.;' ;1.� _ �,. SUPPORTSi w -4' CONCRETE SLAB w/ Iyj i o - TO ATCFy W/ 7(ISTING • $ `, ( :1 FIBERMESH ® 1.5 LBS/CU.YD ` / F,p/UND�ON.�E 8/52.0_ BMNt_ _ x �C BEARING WALL S 1y• III OF CONCRETE OR 6x6 W1.4x W7 4 - -- 'i WWF ON 6MIL VAPOR BARRIER I✓/ //. / - -. - ¢ FLOOR SiuO IN PREPARED GRADE - / - / - '" I s - I' < SEE 13/53.0 FOR OVER FRAME a lasr FLOOR 1(' • : k 1 '. 1 I / SN2AP POST To HEADER A'- Z LEDGER ATTACHMENT _ '�: GOND FLOOR 2.0 (TYP) t' ��( 111 - 'THIRD FLOOR / � (2)M87A2a TVP is OVER TRUSSED ROOF. sl 11. ,� 1 +E;I i•x'': I .I I _ 3 -r 22 FULL HT. (2)3x6 (IE - a 1D� E TOP PLATES AND4LL PLATES SSYPN2 STUDS BETWEEN t � _ : A s1N CONTACT w/CONCRETE OR C 3L SILL 3 EE,ACH WINDOW. I 1 4.STU FATE ANCHORS PER GENERAL NOTE /. A SIZE&GRADE ON STRUCT.PLANS ;I I III'. r11 4,01&:,1„ „;';' € ,.',: I f - Si.O / '.! s� OI SEE NO: •6� HEA ER �5EE NOTE 6. S IN. L, ,.; ,III HylY':;. ` I LL-- -- : •- - .L'J. :.. •y - _ _... 6.usE ssvF;jOR neEriER roa FA wOR ALLs 11 rS 1 �_ _�. anti - e.MpLEEE STUDS AT 24'O.C.IN NON-LOAD L - T........... _........ < E7t15nNG'I+dUSE y x X(7"PLATE HEIGHT FOR STUD SCHE .+'..3¢' i � %SLAB SO REMA�D N 1 All EXTERIOR WALL AT 9.ALL`(6ALL5 SHALL BE 13.1,L4�+FRAMED L.F S LEVEL ARE CONSTRUCTED .DOR BEARING ELEVATION.UNLESS 2x6 WALL FRAMING{U.O.N. ALL EXTERIOR WALLS:AT 5T^tIYCTURAL PLAN: v k 1s , ) - ; F2 i? , %� : THIS LEVEL ARE CONSTRUCTED " -_ •-.--. OF 2x6 WALL FRAMING.u.0 N. HEADER SCHED v / < ,.< /' T. SYPN2 t2:x.t NOTE: 'BM N• INDICATES BEAM ( ) 6x6 P. t T 6x6 P.T. SYP 2 POST, TYPICAL. f HEa II I N ! PER TRUSS PACKAGE. DESIGNED MAX OPENING JACK ST II,. II 1 `^Y,;. POST. TYPICAL. ! (Z PLACES) BY DELEGATED ENGINEER. (2)2x ,r (2.PLACES) j/ % III / 1 .1 k6 4'-4" 1 is (2)2. 17 6A / / 4,,.� // ,/ - 57.0 -.eY. s `rl%-I.r 2 0 ALL EXTERIOR WALLS ARE SW-3 (2)2x){R 8-4"ys i' INSTAL ONE ANCHOR. PER SECOND 'FLOOR SHEARWALL a 2 1O'-4 "lI :III / LL FRAMING PLAN (2)2. 2 r I ,, - %; SCHEDULE. ADJACENT TO ALL SCALE: 3/16" _ 1.-0" SEE CAN 16'-4' 2 n:- s. •• DOOR & WINDOW OPENINGS. (LLO.N.) �I I:r I '.I ( '•e tl,Ft ,. ...�..:..__.��.. ' ._ ..._. .._. _ Z. - PLAN NOTES: - 7: TVP�y.� ^t .. n'.RL DEADER TU 2 U.014 ON PLAN li 11� ( ;' FIRST FLOOR SHEARWALL FRAMING PLAN 2)WHERE SECOND LEVEL PDSTS ARE INDICATED ON THE 2.JAG -- f t)BEAMS AND TRUSSES INDICATED ON THIS PLAN ARE ROOF FRAMING MEMBERS 3EKc MND.KING STUDS SPry2. It • E SECOND LEVEL PLAN PROVIDE SAME 4.HEa(I p'AIL 5/54,0 FOR TYPICAL FRAMIN SCALE: 3/16" = V-0" POST ALIGNED WITH UPPER POST ON FIRST LEVEL. STRAP UPPER LEVEL.POST TO.LOWER LEVEL 5.PRO SON PLAN 9UPERGEDE THIS 7A8 4E(2)2x12 SYP12 HEADER AT GAR PLAN NOTES POST Qo TO LOWER LEVEL BEAM WITH (4)CS16. FASTEN POST TO FOUNDATION w/HTT22. .I I 1)BEAMS AND TRUSSES Ip64CATED ON THIS PLAN ARE SECOND FLOOR FRAMING MEMBERS. U.O.N. ON SHEET S1.O. 3)POSTS INDICATED ON PLAN SHALL BE PLACED WITHIN WALL DIRECTLY.BENEATH - ANCHORING SYSTEM OT SPECIFICALLY ADDRESSED ON PLAN OR SCHEDULE THAT BEARING END OF SUPPORTED MEMBER. 2)ALL BEAMS &HEADERS t.I'I - II .ROOF FRAMING (EITHER Ep+RECTLY OR THAT SUPPORT.AN UPPER LEVEL WALL THAT SUi'PORTS - FOR ;Ian v L#j•' - FOUNDATION PLANTE SUPPORTED BY AN IN-WALL BUILT-UP POST CONSISTING O� 3 2x 4)�X' MARKS INDICATED ON PLAN ARE FOR THREADED ROD ANCHORS REQUIRED FOR SHEARWALLS WALL�ERAL UPLIFT REIXHREMENTS AT AL ).��'. ROOF,FRAMING) $HALL PTH INDICATED (U.O.N. . ) AND OTHER SPECIAL.CONDITIONS. ADDITIONAL.RODS.FOR GENERAL ARE RE FROM Rt4E FOUNDATION TOTHREADED ROD ATHE DOUBLENCHORING YT SCALE:.3/16" = 1'-0" SPFN2 TO MATCH WALL ( ) FASTEN BEAM TO POST WITH (2)HTS20. SEE SCHEDULE. USED 1VENTIONAL STRAPPING MAY U FASTEN POST TO FOOiINK w/ H7716. THESE SIMPSON FASTENERS MAY BE OMITTED IF THE 5)SEE 13/53:0 FOR CONVENTIONALLY FRAMED ROOFS NOT FRAMED BY PRE-ENG. ROOF"TRUSSES. OTRE ROD ANCHORS PER DETIAL 6/54. CONTINUOUS DOUBLE TOP PLATES,AND A THREADED ROD IS WITHIN NOTED GN PLAN.SEE THE ANCD J f y n BEAM PASSES BELOW TFF�E 6)PLACE GABLE END TRUSS TO THE INTERIOR FECE OF BALLOON FRAMED WALL AND FASTEN. - SECT` CONSTRUCTION SPECW.CATION F TRUSS VERTICALS TO FIREBLOCKING BETWEEN WALL STUDS InFORM.WON, r ) +I .� sI 6" OF THE SUPPORT PO "T - _ OR ATTACHMENT OF INTERIOR SHEARWALL TO FLOOR & ROOF w/3-120 COMMON.WIRE NAILS ® 12" 3)TRU DETAIL 8 & ATTACH SENT OF EXT. WALLS THAT TERMINATE BETWEEN TRUSSES O.C. AND FASTEN TRUSS TOP & BOTTOM.CHORDS TO BALLOON FRAMED WALL STUDS W/2-12d TRUSSES & FDR ATTACHAM 4)POSTS INDICATED ON PL`*N SHALL BE PLACED WITHIN WALL DIRECTLY BENEATH COMMON WIRE NAILS AT EA. STUD. FASTEN GABLE END TRUSS w/SIMPSON H8 AT EACH.END. I,. sl I I - BEARING END OF SUPPORTED MEMBER CONVENTIONALLY STRAP WALL UNLESS OTHERWISE NOTED. Ik)PLIFT CONNECTOR S. �'- '' 5)SEE SCHEDULE FOR ANING SYSTEM SPACING FOR GENERAL UPLIFT REQUIREMENTS. CONNECTION •' 1• - 6 CHIMNEY FRAMING DETAtI�• SEE DETAILS 8 &9/S4.0. - I r ) (I)H8 29(2)"3 I j TPIA11 (2)HB ;IDECK E30ARD5 SEE _ _ _- - WALL SHE A�THING.: - - -4" CONCRETE SLAB ONRCH. NAIL w/ 2-12d SEE DETAIL A-A FLOOR SHEATHING, PER CONST. SPECS (2)H T520+(2)H8 d 2x12 SYPN2 LEDGER ®EA. 1N SECTION. (SIM - g PER CONST. SPECS. GRADE w/6x6 Nn.ax tl9ff: TR4()5s_CONNECnONs Sk1oWNON PLAN tl 't #%k° .- ATTACHED TO SOLID ) - W1.4 WWF OVER 6MIL TABLE. iFE WALL FRAMING..w/ (2)2x72 EXISTING NEW NT MULTIPLE STRAP CONNECTIONS. SP t ( I1 ,I i BEAMS VAPOR.BARRIER, OVER AVOID 1,%LMG CONFLICTS THROUGH TRUSS, ,i I ! I ,I J,P,78-12d ® t6" O.C. - _ PRE-ENGINEERED CS16 STRAP AT EACH UPPER . TERMITE TREATED. iRUss ly {; SEE 10/S3.0 (TYP) FLOOR TRUSSES. WALL STUD (16" O.C.) FASTENED CLEANjjCOMPACTED FILL EAu SUPPORT WALL FRAMING- _ TO 2nd FLOOR JOISTS OR RIBBON Jf I t , (SEE AF CH) SIMPSON H2.5 AT BOARIS w/ 11-10 COMMON WIRE `T Iii , 1s1. it I s: '2x4 JOIST _EDGER EA. JOIST (TYP) - - NAILS. (TYPICAL) U 'SII E '� ATTACHED PER 2x8 SYPN2 DRILL 6" AMD EP Y T• DETAIL A-A ®24" O.C. 1-N4z1'-6" HORIZONTA SEE GEN. NOTES FOR EPDXY (, _ Z"x6" SYP DOWEL ®24" OC (TYP SPECIFICATIONS APPLY IN }§vtt SECTION EACH N2 _ STRICT ACCORDANCE WITH I C I r BOTTOM PLATE ) g JOIST. MANUF. INSTRUCTIONS. al, I 6-12d TOENAILS - TOP OF WALL EL. - ( ' NEW SLAB INTERSECTION W/ EXISTING i p SIMPSON H2.5 AT AT EA. JOIST 7O FOOTING SCHEDUL EA. JOIST (TYP) BEAM Q(j LEDGER PFROVIDE SHEATHI G TO .'SEE ARCH..PLAN$ I,I ( ) : Mj,kTCH ROOF SHEATHING - /' irnE NGTH WIDTH � DEPTH 6-I6d COMMON.(.) 1. '/."0 LAC SCREW(0) CTR'D ON DBL TOP A}T-OVERHANG. FASTEN r3 SECTION F2.0 II 11 AT LEDGER TO BEAM R 3 �2'-0' 2'-O" 7'-0' s I(> t QB EVERY OTHER JOIST. USE 6" Ig PLATE SYPN2. PTR ROOF SPECS. (TYP) - F2-5 2'-6- 2'-6". I'-D' I' / s WALL LEDGER CENTERED LAG AT HOUSE SIDE OF DECK AND MATCH STUD WIDTH. 51.0 - SCALE: Y." = V-O F3.0 r)I r1 ON EACH JOIST, �4" tg LAG AT HEADER. ,-UDS F3.5 - WALL T - Y-0' CLIP FROM DBL TOP _&SHEA4,THINC. PLATE TO STUD, SEE F4.o 4-0" a D" 1 o' 'I .' ' • UPLIFT CONNECTOR THREADED �O PER - - Fa.S 4'-6 4'-6' 1. D" ( 7 I : • SCHEDULE ON St.O,. SCHEDULE.44 OMIT - - 1.THS Fou AnoN PLAN a+iv CONVEYS STRU CONVENTIONAL RELATED '�.I ;,' OMIT AT THREADED WHEN USING'( - - - O TFIE FOUNOAT70N. FOR GENERAL p 6 SPACE ® 3•' O.C. DIMENSI ROD SYSTEM. STRAPPING. CONDUITS,ELECTRICAL EMBEDS. 2x4 SYPN2: _ ECT., RCH,PLAN ARCHITECTURAL PLAN � JOIST LEDGER DETAIL A-A FOR RE NCE ONLY. 'rlL Ii i I UPPER WALL ON FFLOOR OVERHANG } �icsRx Fy��TRUCTURAL SHEET S2,0 FOR FOUb S - 1.A 50115 I SnGATION REPORT IS RECONNfN ' 3 ,>I c' NO SHALL BE IN ACCORDANCE r/ FILL SMALL BE IN { 1;, I J ;. C1 ELEVATED WOOD DECK DETAIL 2 i ETAIL 5 a'�A�" BSURFAGE Co rraTroNS. A OC TORCTION AIND ACCORDANCE "TH AST St.O SCALE: 3/4.. - t.-0.. - - - FDC ','E" -SCALE: ,NTS MDDIFIED,PIER S1.O 2 AND.SHALL BE COMPACTED i0 91 I dII� BOXED COLUMN. =8• PRONDE ANCHORS PER '.� Oi 3, I q SEE WALL $ilW$• SHEATHING. UPLIFT CONNECTOR AT TOP k BOT. UPLIFT CONN. SCNED. SEE 2/53.0.. O� BEARING WALL SCHEDULE ANDjTHRE11ED � S1UD5, SEE.CONSTRUCTION AT CORNER OF BOX v It CONSTRUC 7ION SPECIFICATIONSS�q��CATIONS. OMIT WHEN USING THAT�5 STRAPPED TO I!� I' 9 n�i i. 1• ROD ANCHOR SYSTEM. BEAM ABbVE.Swl RATE CONNECTION.PER C_TCIR AT TOR hBOT. /5 CONTINUOUS. WC100 PANEL SHEA7I +G IF. I ACTING f 5 CONTINUOUS. PRONOE UPLIFT 1 CORNER BARS Ck 8SEE PLAN AND --MIKL. SEE EAG WALL CONSTRUCTION SPECIFICATIONS / S SEE CONSTRUCTION ( ) CONSTRUCTION SPECIFICATIONS. CORNETT BARS(TYPICAL) T� .. 1CHEDULE t SEE WALL STUDS k SHEATHING. SPEgFIOAkTCINS OMIT WFIEN USING = • SLAB ON CRApE. I BEARING WALL SCHEDULE ANO. TNREApE�D-ROD ANCHOR SYSTEM. ,aur - ///\ SEE PIAN. UpL�T{pNNECTOR AT TOP k BOT.. AT WALLS •`-0-NI(Yi, SLAB (N GRADE. CONSTRUCTION SPECIFICATIONS. EXTERIOR C,RADE. i� THICKENED SLAB(UNLESS OF STUDS. SEE CONSTItUCTION 5171 PLATE CONNECTION.PER PRONDE TEMPORARY BRACING SEE PLAN. CONNECTION.PER OR SLA ON GRADE. .�-I 8 ""I TION SPECOXATION 11 I �j}1( yLL PL^fig I^W / SPECIFICATIONS. IGTWNS. OMIT WHEN USING CONSTRUCTION UN71L 7 DAYS AFTER SLAB 15 /\/i/ 1 CONSTRUCTION SPECIFICATIONS E PIAN AND kRCH.. \/!N(11CATED AS A LARGER FOOTXNG POURED. SEE GENERAL NOTES,'� \�\�\ CONT. BRICK LEDGE _ - ON PLAN) SHALL BE MON. 4- THREADED ROD ANCHOR SYSTEM.' I .! ,'I ✓ (AT BRICK ONLY) SLAB ON GRADE. t / /\\ WIDER THAN WIDTH OF BOX i II �j SLAB ON 8'CMU STEMWALI w y/- SEE PLAN. ?\_ COLUMN, SEE DETAIL AA ABOVE. ,_ r-- /N --T. t / O 48- O.C. VERT. REIHF. SEE PLAN CENTERED N WALL GROUT f'^ ALL CELLS SOLID. FIELD c i / J I \ j\� • \ g• CMLL STEMWALL - BEND INTO SLAB /\\ 1 \ \\ \\ \ SEE i/S2.0. �� - ! .. ,Q , •„ eV o / •. 1-STORY 16- !; 4 DOWEL TO MATCH - ALT.f(X)iING AT v F. / .�\/ \\ DOWEL TO YhTCII WAIL REN 2-IS CONT. WALL�RERHFORCING.. - BUILDERS DISCRETION. N 2-STORY 20 2-IS CONT. 3• _ CONTINUOUS CONCRETE (3-/5 CONT. O BRICK LEDGE) 6' 12- I-STORiX CONTINUOUS CONCRETE FOOTING r/2-/5 CONT. 16- 2-STOW FOOTING. SEE 1/52.0. N LITHIC EDGE fFOOTiNG T STEM WALL w THICKENED F001ING 3 BEARING AT INTERI�jR STEM WALL & FOOTING IM MO 0 s2.o scAL£: 3/4- a ,_D• (51M. ./POSTINS S eox COLUMN) 52.9 SCALE: 3/4' 1'-O- STA SCALE: 3/4*a.1'-0- (SMO. AT PCIRCH EDGES w/o WALL) - 52.0 SCALE: 3/4-. i 1 SEE WALL STUDS UPLIFT CONNECTOR AAIT TOP k BOT. SEE BEARING STUDS WALL SGH� AND SEE WALL STUDS A: SHEATHING. _ OF ST S. SEE CR AT TOP do BOT. t LL SCHNG. OF STUDS. SEE C04�jTRUCTION OF STUDS. SEE CONSTRUCTION gRG. WALL SCHEO. SPECIFIC AIWNS IMS T WHEN USING ,CONSTRUCTIONS SCHEDULE AND BEARING WALL SCHEDULE AND SEE WALL.STUDS - SPECIFlCATIONS. OMT WHEN USING t CONSTRUCTION THREADED ROD AN SYSTEM. f ' 1RLIT CONNECTOR AT TOP& BOT. CONSTRUCTION SPECIFICATIONS UPLIFT CTOR AT TOP At BOT. $ SHEATHING. THREADED ROD ANCHOR SYSTEM. SPECIFICATIONS. ,a: 1 OF STUDS SEE CONSTRUCTION OF STVr; CCIN57RUCTION *ALL SCIED. ( SILL PLAiECONNEC7tON.PER SPECIFlCA7fONS OMIT WHEN USING SILL PLATE CONNECTION. PERSPEgFlCc'.N(TTIONS OMIT WHEN USING k CONSTRUCTION 1-IS CONT.. PRONOE SE£ 7C/52.0 - 1/4 EXTENDED 3'Eh(Eti• S '#§ .., ' ' CONSTRUCTION SPECIFlCAITONS.. THREADED R00 ANCHOR SYSTEM. CONSTRUCTION SPECIFICATIONS. ROD ANCHOR SYSTEM. SPECIFICATIONS. CORNER BARS(TYP.) SILL PLATE C(IIN„ SIDE OF RECESS (T +E,). nHREAD� SEE ARCH PLAN ��••j PER CONSTRUCTION 1/4 CONTINUOUS PROVIDE _ SLAB ON SEE 7C/S2- SPECIFICATIONS. 8- CMU STEMWALL CORNER BARS 3'Eh SIDE SqL PLATE— 8' SEE ARCH �i i{ 1 H SEE I/S2.0. SLAB ON GRADE OF RECESS (TYPICAL) CONNECTION. •„^_�_.-�.__�--ti GRADE. "`,* �%- ... SEE PLAN. 51/° SLAB ON GRADE PER GENERALOTI • /%�%\. / // / µ SEE 1 TO DRAIN. SEE ARCH ;�. § - \ •.•/;..11 / \ SHOWER PAN sloPEs 8- BOND SAM _ /%/\\ �• I Y PLAN.MAINTAIN 4- MIN. SLAB THICKNESS. a _./1-/5 CONT. PROVIDE � \\/\� o ///\ � \ \\ \ \ SHowERTFPM7 SLOPES TO DRAIN.SEE CORNER BARS. PROAL) \/�\\\ \/ \ \�' •./ / PLAN. 46A INTA1N 4-MIN. SLAB TI N ALL FOOTING AT / 6-CMU STEMWALL 9 \ • • \ - 2-15 CONT. BUILDERS DISCREATION. VA SEF 1 .0. ALT. FOQjTIdG AT BUILDERS_. CONTINUOUS CONtxHETE SEE 1Y/52.D FOR BRXIC CONTINUOUS CC14CiETE SEE 1M/S2.0 FOR BRKI( CONTINUOUS CONCRETE FOOTING.SEE tY/52.0. LEDGE AT BRICIC ONLY. CONTINUOUS CONCRETE FOOTING. SEE IM/52.0. .LEDGE AT BRICK ONLY. ,1 FOOTING. SEE I/S2.0. - FOOTING. SEE 1/S2.0. { MONO. EDGE w SHOWER RECES ' ' SIM CURB AT GARAGE s STEMWALL w SHOWER RECESS 5 o SCALE- 3/4- a 1—p- j`` #fig qq STEM. WALL AT GARAGE: sz.o SCALE: 3/4- • ,_o. Sz.O SCALE:3/4' SCALE: 3/4- a 1'-0 _ - � 714 EXTENDED 3'EACH SIDE r l , SLAB ON GRADE. STEP. SEE ARCH. OF RECESS. 115 CONT. SEF PLAN. {T1'P.). - EPDXY O 18- O• O INTO STAIR. k BEND DOWN ti �s I .� t _ \ 3- TYPICAL 4 ANCHOR DR2l.ED h EPDXIED THREADED / SECOGONGNDARY STAIRS POUR 1 .€ 8• ( ) ! 8'x8• TIHICKEHEo ROD ANCIIOR. SEE G£NER L SECOND t' EDGE ./ 1-15 SEE WALL STUDS B SHEATHING. NOTES AND.DETAIL 1/54.0. \\�\\ .140 IB' O.. !{ t S BEN . ._ GpNTINuoua. BEARING WALL SCHEDULE AND .. - _ I CONSTRUCTION SPECIFICATIONS. INTERIOR SSOT w SCHEDULE.WALL. LL. SILL PLATE CONNECTION. 4'/.- MIN UM \ NINTO STAIRS +p UPLIFT CONNECTOR AT TOP O BOT. SEE PER.CONSTRUCTION 5 T. HOOKED INTO ~�\ EMBEDMENT / .� a. 4-MIN. SPECIFICATIONS. ` FOOTNG O 40' O.C. t \r ' OF STUDS. SEE CONSTRUCTION 6A THICKENED SLAB SPECIFICATIONS. OMIT WHEN USING slLl PLAT7�,,C�O�NNECnaN. PER _ BEND 2•-0-INTO SLAB - THREADED ROD ANCHOR SYSTEM. CONSTRtIOTI^”' SPECIFICATIONS. SCALE: 3/4' . 1'-0 SLAB LA GRADE. (>�) _ SEE PLAN. I STEP. SEE ARCH. PLAN. SLAB ON GRADE. e SEE PLAN. a • .0 CONTINUOUS CONCRETE I: - FOOTING. SEE 1/52.0. Y • • \ �,�r •�L.. PROVIDE SAME EDGE ADOnCNAL FASTENERS REOURED DISTANCE AT MCX40UTIiIC - SLAB ON GRAD-- - 8-x16" THIL'KENED \\ \_ SLAB FOOTING. FOR SHEAR NOT SHOWN FOR WIDTH FTS E liA1RR.S �PFTG - 115 CONT. SEE PLAN. r 2- 5 COIL 3 - (xA(tiTY. 5EE UEDu CONNECTOR'/ / t 320 18- _ 1-STORY o —� - 2-STORY 20- STEP. SEE- - �'I ARCH:._, - - I ;s .. �,. - • �. (4- MAX.)) £QUAL TO SLAB j 12'x72- THICKENED THICKNESS. 3 _ EDGE W/ I—/e, ��' ®.SLAB"RECES -'_0. CONTINUOUS C�tY 9 CONCRETE STAIRS ON GRADE MONO. FOOTING AT SiTfEP—DOYVN e TYPICAL ANCHOR INSTALLATION s2D . 3/4 r—D 6B THICKENED SLAB _ r r t 52.0 SCALE: 3/4- -- i-0 52.0 SCALE: a I , 52.0 SCALE: 3/4- t'-p , _ AT EXTE PLATE MS/EN2 TOLE TN �0 YIN. WALL SHE I, ^ i 5 - WEAO AND�b FRAIIHND t F. SCIEDWR,E R00,NUT O TOP PLA : w/IOd COMMON NAILS " 1. _ tr WASHER INC 16 O.C. PRO,�E 3-1Od S1AGG . ROUGH WIN. HEAD MINMNM PER NOTE$ HEADEARC R. PER OPE N I!: _ OPENING SILL PLATES FASTENER E.E. ADER SCHED. 1%1' O 2R8 /�. COMMON NAILS EA: SIDE (Ti1�1CAl) } .I HEADER. PER i s'-4' t 2 a SPF/2 4- - OF SPIKE{TYPICAL) t (0x - - END 24' MAX. HEADER SCHED. 1 a n OPE WING _ t C-4. (2)2.4 SPF 12 )i1'K N FASTEI.KR o 6' MAX. i e'-4� I)�. 41 i \ FROM OTHER\ r (3)2x4 Sw/2 4 - 4 I n UDS WASHROPER NUT AND i 12'-0' (3)2x6 51P /2 )Aum SIDE OF 2nd T x x PER HEADER SCHED. . DBL TO PLATE P LATE SPLICE DET r i)a€' €, CIRi k FASIEN6R5 _ 0R 53.0 SCALE: 3/4' 1'-0 /53.0. HEAD SILL (2p2e TOE �eI KING k JACK STUDS PER 2 PLATES SEE NAILS E.E. H 2.8 SPF T&B w/ SCHEDULE MIN a PER HEADER SCHED. (MIN) �, 2a o 6' D.C. 1 } 2x SPF DIAGONAL _ : �6)12d TW 90T. NAILS TOP (TPP) �: ROUGH OPN'C. SEE ARCH. �,j%Q 21L4 IF NO THREADED R� (�.ANCHO� RT !1, I 'P . StL BLOCKING FASTENED KING k SHEATHING N PATTERN BOLT IS LOCATED AS SHOWN PROV w/(2) 12d E.E. JACKS "L4 CONT. ATHEAD DIE SILL NA6JNG PAPE OR.PL.PLANIGIRT/ ADD 3rd (PER S/S20) I�10D ANCHORS TT NOTE: TRRIH WALL SHEATHING TO PATCH pRi/ T FRAMING IN 1St ' EFS.RADIUS YMNDOW FRAME BY t 1/Y IDE FACE. 2x SPF RIPPED 2nd FLOOR OF (2)2x_ 2x- - 1'-0` 6 lOR I j BOX BEAM BETWEEN IIMNDOWS TO FIT ARCH. SINGLE'STORY WALL MAIL YIN. rl , �( ROUGH OPN'G. SEE ARCH. IN TWO STORY FRAVAING DEPTH REO D. (2)2x- PROVIDE AT A DISTANCE BUTT QSF NO LESS ,Fs s THAN 6' AND NO MORE THAN 12* ALL BUTT JOINTS IN THEL FROM �'ILL PLATE. - 1 RADUIS WINDOW FRAMING 2 HEA ABOVE HEAD & SILL FRAMING 3 it BUILT-UP MEMBER 5 SILL PLATE Ern' JOINT DE s3O SCALE: 3/4' . 1--D- 2:,C SCALE: /" - if 4 1-0' S3. SCALE: N.T.S. 53:0 SCALE: 3/4' I'-0' 1 x - 2x-SYP12 CONT. �t' ), _ _ ATTACH TO DBL - ", 3 _ - - (- ATTACH SW SHEATMNG TO - TOP PLATE AND FLOOR DECK, Ste{ . xASTEN OSB TO NAILER ADJACENT TRUSS BLOCK ALL O 3" O.C. ED(X TES 1 I ¢ SEE TOP KAM WALL SEE NOTE 6 OF r 1 ROW 10d O 4' O.0 PANEL EDGES. NAILING 1D TRUSS w/ lOd fOdO 4' O.C. GENERAL NO f II I' STRAP FROM GARAGE SCHEDULE 1/S4.0 FOR SPH4/6 (�'"L) MATCH SHEARWALL. of 2x_MAY /w �1%ii FASTEN ;. I 'ii 'I ,` t ` MG DOOR HEADER TO JACK REOUNEMENTS. 16'50. MMM• " s 7O/All ATEA- TO TO -'NeATE w/(2) , 4 / �� OSB DIAPHRAGM % 4'.O.0 h- (I I t STUDS SEE UPLIFT CORNER FRAYING. (TTP) µµ - PRE-Eli WOOD 2x4 .l }!: -'I�� r I •,s' I ' CONNECTION SCHED. GARAGE HEADER. r ASTENED TO TOP PLATE ROOF TRUSS BOL 11'/.' /T' ANCHOR 24'50. M- Nf�J(M.ER w/(1) SEE PLAN. BOLT w 1'/,"o'wOW 1% O 4' O.0 " I ' ..i WASHER CTR'D SHEATH PER GENERAL NOTES w/(2),.RpWIS tOd 4'D.C.OCCHORD - MAX TYPICAL) i THREADED ROD. • w 8d COMMONS O 3' O.C. I k4; SEE GENERAL NOTES ADD SIMPSON PA51 STRAP WHEN GARAGE WING ON EA. SIDE. AT ALL PATEL EDGES FLOG%FRAMING I k WALL<X-6'EMBEDDED N CONC. FILLED 4' MIN. EMBED. SYP 2x4 NAILER FASTENED a ; MN. (2) STUDS UNDER FASTEN TOP PLATES it. a P s STELA WALL FASTEN 7o KINGS w/1B-l6d NAILS. BEAM, U014. ATTACH To TRUSS BOT. CHORD w/(2) TOGETHER_w 2 ROWS lHTERFOR INn SF ARWALL 3-2x_STUDS (SEE DETAIL BELOW) Sw/2 PT / sHEARWALt � �+EDULL. 0 SEAM TO BIALT-UP ROWS 10d O 4'O.C. Ii qi i I AT CORNER. ADDED PA51 STRAP BOTTOM PLATE POST w/(2 HT520. INTERIOR SHEARWAt,L-. E�AC(i4)SnD BETWEEN SEE GENERAL , p lw'OSB (.ON ONE SIDE) BLOi SILL PLATE SEE CON17AETE SLAB. FE'RM.LEDBmDED IN CSC SEE GENERAL NOTES NOTES, S ALL l I BETWEEN FLOOR 7RUSSE:S.(2:4 BRG. WALL SCHED. SEE PLAN. WHEN GARAGE WING AROUND). ATTACH TO DOUBLE T _ WALL Is <3'-6'. oN-9DE )F COLUMN WHERE- BEAMS ARE 53TUATED ALTERNATE A ALTERNATE B r/5-16d NAILS BETWEEN EA. FI.�R PLATE 33/'-.TO 5•/ice ABOVE, ATTACH THE SILL PL'Mk� TO$AB w/(1)r/= x 6'EPDXY - - - EITHER ALTERNATE MAY EK USED. EXCEPT AT SW-2. AT SM-2. USE PERP E NF DICULAR _ P. ANCHOR WW TH 3- SOUARE S*NEL WASHER. ATTACH CORNER ^{4 - ALTERNATE A AND REDUCE TYPICAL 4'NAR- SPACING TO 2' O.C. -. fr I 'I I 1 1 ' - THI - $A9 snros ro BOTTOM PLATE wIRR+ (1)ll A CUP AND To HEADER - TO FLOOR FRAMING TO FLOOF i.l 16'WN EMBED. EDGE o CN�RACE II ABOVE WITH (1)ASTA24 STRAP- , a a.) t I >I IYf OF PA51 N CONC. OPENING. ' FIRED stEMwALL: PA51 IN STEM-WALL '� GARAGE WING WALL ELEVATION 7 BOXED COLUIu AT PORCH 6. INT. SHEARWALL AT ROOF 9 WT. SHEAR,IALL AT FL S7EYWALL SHOWN, MONOLITHIC - 3.0 SCALE: 3 4' - 1--0' j4 1 RI s3.o SCALE: 1/2'w 1•-0' S3.o SCALE: 3/4-_ 1•-0- / SC - 1- 'y SLAB FOOTING SIMILAR. 53.0 ALE- 3/4' 0 I j - ! f y - I. CONVENTIONAL R FRAMING SCHEDUL V - ASPHALT SHINGLE LOU" a 00F RAFTER 1E VILE Cc H3 HURRICANE CUP O E - - - PLYWOOD OR OSB SHEATHING. (SYP 12) �s'OMAXIMUM 6'o.0 02�o.SPAN Id � . rI y fI'. iil I PROVIDE BLOCKING FOR ROOF SHEATHING. OU7LOOKER TO TRUSS. BOUNDARY OF 'HM6'O.0. DBL TOP PLATTE j ,41 ! I ; HURRICANE CLQ PER ROOF DECK O RIDGE. SEE GENERAL N01�5 2x4 SYP12 OUTLOOKERS SHEATHING .SEE GENERAL NOTES. ... 2■6 9'-6' 1 f'-6' 6'-6' '- . O 24. O.C. 13'-0_ (2)H3 N2+ �I ( UPLIFT coNrCnaN z.e Is-o' is-o ,r-6• F f,r 4-12d - EXAMPLE OF PANEL - HSCHEDULE.. WALL STUD OE NAILS EDGE.w/BLOCKING 16'-6' 19'-0 13'-9' IT-0' (1)YT512 1 k - PROVIDE 2x4 SYP/2 UPRIGHT H TYP, I FROM TOP TO SOT. CHORD OF WHERE REQUIRED BY 2 a t2 ,9'-0' 23'-0 76'-3' 111'-9' (2)YT512 Ii I d r f GENERAL. NOTES - " .) W0 - I i I I TRUSS O EA. X-BRACE(IF .. NOTE: .. h, ^ _ -_ .. { s ERE A LEDGER I$INDICATED ON.PLAN 'cif , VERACAL IS NOT PRESENT) .. USE THIS SCHEDULE FOR ALL ROOFS NOT"AMED BY PRE-ENGINEERED Wi ¢ ,} - - NO TRUSSES BEAR AT WHAT LOCATION, I I ,,-'I .� I .. . . .. AT CONvea7twAl FRAYING LOCATED iFER ROOF FRAYING.SEE 0 THE LEDGER 15 BEING USED TO ATTACH THE 3-160 O F r I 1 I I 1', I 2x4`��12 1 s,r. St�ORTEDCIN GATES. DUOS ON I-/,'WroE LWINER,PLACE CUp ASS 7D MAIN RAFTERS ADJACENT ROOF DECK. USE A 2x6 LEDGER EA VERT. I �Il�x„m � .. yl s ,� PER SCHEDULE BELOW. ATTACH ROOF DECK I (TPP.) i CE ( '^IN'�^pi0 i ,r w a II t PER GENERAL NOTES. I I •I' X- SS AcaHALLY AOA055 DBL. TOP s r-r«x GENERAL NOTES OTHER YA1EM USING TWO A35 0.1P5 ON 1 WIDE LUWINER, STAGGER CU i �'��' I AVON)NAILmG INTERFERENCE.RAPIERS ROOF TRUSS �+AIiA.BE STRAPPED TO NEAREST I I''�� I ) EXAMPLE OF UNSUPPORTED - 2x1 n FASTEN f I� Iii FROM . 22'SYP LEDGER, I I (UNBLOCKED) PANEL EDGE. 1 ROW tOd COMMON w/3-111)03/4' DECK SYP12 LEDC!:R ATTACH TO STUDS (TYPICAL) (HERS AT EACH RAFTER INTE Ii r f i r } - 1 I TO BL BELOW. { 0.131x3 TOE NAILS O 8 TYPICAL NAILS O 3' OC W I - O 16'O.C. .t/t2d COMMON WIRE rl D.C. FROM BOT CHORD OF NAILS PER SCHEDULE BELOML ''' ... TRUSS TO DBL TOP PLATE NAILING TC SEE SCHID. R a� } 234x6' SYP/2 LATERAL 2-0.131.3, - 0.131x3' INTERMEDIATE LEDGER/ SEE SCHD- AB II Til VERTICAL / EA. END OO.0 SUPPORT•I51 -STUDS. ROOF OVERFRAME TRUSSES. OR r II ,I I &RACE O 48' O.C. w SIMPSON M3 w/8-Bd REAC71pN LEADER SIZE k IHMUNC 3-16e INTO EA. TRUSS. FLOOR w15T5 � D-775 2x6 w/(5) NNLS O EACH STUD 2BLOCKINC - STAG. - NAILS FROM RAFTER T - i - R DER GETHERAL ROOF USE TH15-DETAIL TO I 776-1250 2x8 w/(S)NAILS O EACH STUD 0 24' O.C. 2x4 YP 2 1251-1850 2x12 w/(12)NAILS 19 EACH STUD BLOCKING AS NOTES MEMBER, .FASTEN OVERFRANAED (.EDGER CONNECTION.SflLNG NAILER - MPSpN - - SEE PLAN • -ROOFS VALLEYS. ETC ! f!! (Np'�T CONTINUOUS) LTP4 0 - _ ,o WALL LEDGER GABLE END BRAENG 24 O.C. 12 SHEATHING NAILING DETAIL 13. CONVENTIONAL GOOF FRAMING I� !` 53.0 SCALE: N.T.S. - 53.0 SCALE: N.T.S. (PLATFORM AMINC) 53:0 - SCALE: 3/4' i'-O' _. ALE. ,3/4' - 53-0 SC 1. O. t C it It 111rt - , i Ip i , SIS k I MAXIMUM ROD ... - Ca'IVENifUN AILr �Inwr r.n GIRDER TRUSS OR T_I{(�FAOFO Rte ANCK,ORING SYSTEM, SPACING PER $C D. SPACING 4 ExCEEDEO. SEE DETAIL t6�5q,O. AT UPPERMOST SPEpAI RFOWREMFN T$ A7 WINDOW/DOOR NUT AND W 1 -BEAM r/ STRAP N R A Tli�,11-ooded rad anchoring system shah cons¢II of A307 tMeodetl reds (diameter ------- �: i NUT AND WASHER 1 1 TOP PLATE SPLICE SHALL NOT OCCUR BETWEEN pef,s @dufe 3), oriented vertically and otlachild to the foundation and to the �I f s i 1 PER ROD NOTES 3" MA% !"� I f I 3'uAx HE KING STUDS AND THE FIRST THREADED ROD. up�mpst plate of the Iocotia+s :ndcoled +. These documonla. Above lop p/o1R I f I I f. F I ©PROVIDE FULL.SHEATHING ABOVE WINDOWS. proQX i d; 3 ,� AND 0 3'■ 3'x'/.' thick steel washer. Foster with o.wl and 0110..of least 3 ' -1-• I' WALL STUDS Q SpA G lel NMl YM TH 8d 0 3- O.C. EDGE ANO FIELD. thr( a io extend move tightened nut. (lyp.)71wa system N:m:noles the f SEE PLµ SHEAR WALL, E PLAN i f a I 11,gal I t SHEATHING PER PE GEN. TE 6 OFOR ROD SPECIFIED ON PLAN ADJACENT TO tionol strapping requirements of wood trained construction (i.e. ' ' I I It Ir!� I' 8RG WALL $CNED. PLA POST BELOW WALL OPENINGS. LOCATE ROD WTHIN.3' OF KING st�a-plots ties. bottom date to foundal ion'ties, flow-to-floc. strops. and THREADED R00 n ' N GENERAL s(jbiES GENERAL NOTES.'. ORDER. SEE STUD. he to jack stud Strap_s),urdeas otherwise noted:n these documents. TERWNATES AT ' f SEE SHE S/rECS! ' I PLAN (S)PROVIDE AN ADDITIONAL ROW OF 8D NAILS O 6' INTERMEDIAIE I ' I FOR CONVEN AL ' I THREADED ROD `a [SEE AMING A7 D.C. INTO ONE OF THE KING STUDS ADJACENT TO Ott penetrations.provide a hole in the pole K-for than the diameter f f ' SYSTEM PER R� • ' gLL OPENING. At a ger LEVEL.w/NUT STRAPPING TLRNATE t NOTES AND PLAN -. !G. WALL B ALL OPENINGS(IN ADDITION TO OTHER NAILS of Ik1e,threaded rod used While single continuous rods ore preferred. couplers AND WASHER. i TO BE USED VT ENDS I ' > 1 IN N N W a al ma tie used in cases-:where one continuous rod is ' I 1 OF$HEARW f ' RA son CN SPECIFIED GENERAL L OTE$ (S equ ) r IL's. , I h; UD $CHED. I I ,�. ©INHERE ROD IS SPECIFIED ON PLAN ADJACENT TO unf • The rod shod be installed opproximol�Ny centered n hale. Rods may T __ ---T--- 1»_ _=vv_r_________7. ,. I SILL ANCHOR N FILL --�71c lYn x - j OPENING r . ORDER TRUSS OR BEAM. LOCATE ROD WITHIN 3' be ypntM.Irwa true vertical by a maximum oft nches n 10 feet to owld BETWEEN RODS CER ARCH. - '' OF POST. cpl�cts with floor and wall froming. The nut above the uppermost plate shall be FLOOR L __________ ____1___1U-___-__-_-_____._-___-_-_.._14__L-_____-_-J I I i' ;! GENERAL NOTES AT OPENINGS GREATER THEN 4'-O', ATTACH secOtTod over the washer to a snuq-Tight eon plus one-hall turn ofd FRAMp4G. �{ o A +I. 1 � ® r qNe).. I I 1 I i 1 1 1 I ti y wench (IPP os:motN 25 It.-tbs of � I DOUBLE TOP PLATE TO HEADER HATH $PHIL/6 O st Y 1 t f I ROD EMBEDMENT ' i 32. O.C. IF CRIPPLE STUDS ARE USED ATTACH, P I IXI l: s FOUNDATION. coded rods shall be*rifled k epoxy oncha 4d with son 'SET'H' I II i i i HEADER. i SPN4/6 TO CRIPPLES AND ATTACH CRIPPLE TO AM Y Simpson KJ1' _ I f 1 I SEE PLAN I 1 1 PIH PER SEE.PLAN HEADER WITH H3. Str.Mth Epoxy a approved equal. Provide o n koinnum ge distance (meas Wed I ' I I I I ROD NOTES oWHEN ROD SPACING EXCEEDS 6-0', PROVIDE AN .Irons';centerline of rod to edge of slob) of 2' for 2x4 fronting and 3' In 2x6 i in SHIE+WAIJ; i i SHEARWALL i ADDITIONAL ROW OF 84 NAILS O 6' O.G. INTO IraeTNP9• (See 8/52.0 la typical anchor instasotion h embedment of '/i a rods) jSEE IPLAN I t I 1 I SEE PLAN I TYPICCAL NAILINOUBLE TOP G TE. STAGGER THIS NAILING MULTIPLE STUDS AT END l'� _ 4- I I i J ri i gens SNEARWALL. SEE SHE ARWALL MAX II {III { 11 L r I$ ryryf t SPECI7CATIONS' I I f t I I I I f FASIT:N CORNER POST Y< FASTEN THREADED ROD TO FOUNDATION ADDI)hONAL ANCHOR BOLT�S�.e� '� ( TOGETHER w/12d COMMON NOT SHOrW PER,1(1PLIFi CONNECTOR SCHED- f FOUNDATION PER B/S-3. 4' 8' O 6'D.C. (STAGGERED). 3( 1' THREADED ROD ANCHORING SYSTEM AND GENERAL NOTA MAXTRAIGHr CORNER POST 2 ANCHORING SYSTEM SYMBOL DEFINITIONS ill >;le , a 540 scALF: N.T.S. DBL. ROD INS LJr ATION $t.0 SCALE: NT$ } I 1 ��1 1 k X11 : - - 2x SPF BLOCIt1NC o AS(A)STUD-TO-PLATE 2NC PARL FIK E7fP. _ t ALL EXP.•C O1� ROOF DECK SEE MTFRN0oI P SHOWN /( j NAILS SYP /2 MATCH LK FRAIM40. B fSl6 tsT2 at o O. t COM/. w T2 t00s1.5' DOUBLE TOP PLATE STUDS TO Ist G GENERAL NOTES STUD WIDTH. 4 SPN4 12 PRE-EMONEERED WOOD - - STRAP FROM 2ND - * .. V 0 2. .MSTA24. 9'MDE 3 USTA24' ROOF TRUSSES O 24' O.C.,L SHEATHING I FLOOR STUDS TO : t ARCH DESIGNED BY.OTTERS SEE LEFT MAY TERMINATE - ' SEE UPLIFT CONN. SEE - i SEE 12 FOR MIFO. AT.TOP OF DBL. PRE-ENCNEERED WOOD C, IST FLOOR STUDS .PROVmE u E HTT16 TO 9' MT116 TD 12'• ;.4 HURRICANE CUPS PER .NOT SHOW T SCHEDULE. OMT ARCH� F 0516 TO 4' 67106' UPLIFT CONNECTOR OP PLATE. 1 O THREADED ROD ROOF' TRUSSES O 24' (2)SIMPSON USTA74 _..(2 CSt6 TO. •, (2)C516 1D �r .`' G r SCHEOULF_ TR WITH 1 ANCHOR SYSTEM DBL TOP PLA O• 4tiED BY w/(4)3/.-.23/. 71TEN - p t USSES SYP/2. MATCHTHEIRS SCREWS TO FTG. AND �'II FEEL < tT 0`rFLOOR EL ( 3 PLA SEE ARCH PLANA STUD WIDTH. (9) 10dxt'/3'NAILS hit s P .� �I CDL TOP i PLA TO STIm. DOUBLE T I MATCH STUD MOSYPM WALL STUDS AND PLATE Yw OSB OR 3/A-CDX BURT-UP POST HEADER SEE SCNED £ 70 WALL S SEEPLYWOOD FASTENED SEE PLAN. FOR t I P I Aw FROM OBL TOP SHGAWALL�0.SCHED. i TO TRUSS OR CEILING FIEADER. SEE INAILING SEE DET. 2nd LVL WALL PLATE TO STUD, E- JOIST r &1 N/Y�5 PLAN t HDR. 3/53.0. 1 14 I< AND GENERAL NOTES / Id( UPLIFT CONNECTOR DOUBLE TOP PLATE i Ott' O.C.. SCHED. - It LVL WALL 5TW5 OR SIMPSON HS AT SAME LEADER 70 NON-STRUCTURAL,. FRAMING-CONNECTOR SPACING AS CONNECTOPR to STUD ryilc� SCHEDULE.(16 THWADED ROD PER SVP 12, MATCH SEE WALL STNS - 1 DMT AT THREADED SOFFIT SEE ARCH. ' 561 ANCHOR. s - 'ROD SYSTEM. —GENERAL NOTES QB - STUD MDTH. Ac SHEA7IINC,BRC. WALL STUDS AND P.T. POST OR BOX - t OIIT WIHE'N USING 1 WALL-SCHED. AND SHEAT►W4G. SEE NO. OF KR1O STUDS AT OPENIN d EXTEND SHEATHING CON ECTION PER t NERAL I ROUGH OPENING SEE AR(yIR 1, CONVENTIONAL THREADED ROD ANCHOR. 1 CONS17tUC110N ERG. WALL SCHED. FRAMED COLUMN. 4' EA. SEE CHEDULE THAN 4' PR STRAPPING. OF TRUSS AS SMO SPECIFICATIONS AND SPECIFlCATIOMS. NOTES .I.� NUMBER OF JACK STUD SPH4 6 A PER CONSTRUCTION I AND GENERAL NOTES. SEE CLAM• PROVIDE 2x4 BLOCKING 9LL PLATE / /S QB OMIT WHEN THREADED ROD PER GENERAL -_.STUD TO EACH 90E OF OPENING;-. BOLT OR R (: AT HORIZONTAL JOINTS. USING CONVENTIONAL NOTES Q$ OMIT WHEN USING _ - • FOUNDATION. g- S}IE WAIL 1/S4.0 KING STUD TO _. SEE SCHEDLtIE - CONVENTIONAL STRAPPING - IS SENT. TRUSSES WI� STRAPPING. HEEL = -o PORCH ROOF S719JWALL OR• ' MONOLITHIC (2)SIMPSON SPH4/6. s' 3 ROOF TRUSS CONNECTION 4 FLOOR SECTION s TRUSS CONNECTION FOUNDATION. Ist LVL WALL TYPICAL OPENING; DETAIL AND SCALE: N.T.S. 54.0 SCALE: 3/4' 1'-0' 54.0 SCALE: N.T.S. - STUD TO SILL 6 ROD ALTERNATE PLATE , CONVENTIONAL S APPING SCHE SCALE- N.T.S. SCALE:. N.T.S. I I 2x4 SYP12 TOP PLATE FFA(tSTEN (2)2x4 EXT. STUDS TO HEADER BELOW w/SIMPSON rASTE�I R. f ((2)C520 STRAPS (9)8d NAILS MUL PLY SHEATHING: PER SW-1 ,EACM1 ENAO. (TYP. EA. END),.. F� �. 2x4.STP/2 STUDS rSPECIFICATIONS r 1 STUD PACKS. At 16'D.G. (TTP) -c PER 3/53:0. a W 2.4 SYP/2 BLOCKING (� f (. BELOW BOTTOM FASTEN (2)2x4 EXT 57UDSTO I _1.r - 2 D_R 3-PLY GIRDER TRUSS PLATE FACE-NAIL TO -RATED SHEATHING TO RlX4 - HEADER BELOW r/SIMPSON �` 1 TRUSS TOP CHORD CONTINUOUSLY OVER THE (2)CS20-STRAWS (9)Bd NAILS -', _ SIMPSON HDOB w/ t li w/12d NAILS O 3' INNER FACE OF TRUSS TOP EACH END. (TYP. EA. END) 1 I SIMPSON HD08 w/ I 1 20 - SDS x3' h J O.0 (tYP EA SIDE) CHORD. (TW) , I 20 - SDS '/.'x3- ooFCHEISHEATHING, WOOD SCREWS. 2 Q 3-PLY LVL BEAM WOOD SCREWS. PERS 5 ' SHEATHING. __-_-_ + 1 n 2-E#LEY PRE-ENG ROOF.TRUSS. PER SW-1 , MAIN HOUSE BY OTHER. 1 IEX7ERIOR WAIL SYP12 DOUBLE 'ROOF TRUSS SPECS. - - ( f. TOP PLATE SIMPSON MSTC66 ON T 1(2)2x6 HDR. AT OF TRUSS AND DO ELEVATION - I t ELEV. OF TOP _ OUTSIDE FACE OF PO _ 'PLATE. FASTEN TO iSTUDS w/SIMPSON %-0 A307 THREADED ATTACH (1),HT520 'a A307 THREADED � (TYP. EACH EI$))' DRILL r EPDXY. 8' OR BEAM TO POST. DRILL'h EPDXY. 8Gj. qq 1 IHUC26-2 MANGER FROM TRUSS TO POST TRIM OVERH 1 (2)SWP50N HTS t( EMBED INTO MONO. FOR PLACE ..) (AVOID NAILING P EMBED INTO MONO. - 1 I ' ' - SLAB FOOTING (23/.' 1/2' R SLAB FOOTING (23/i' OF STR� FROM OPP. SIDE MIN. EDGE DISTANCE 4IN. EDGE DISTANCE. 12x4 SYP .STUDS ' 1 /e'a ROD EA. 2x4 SYP/2 BLOCKING I I 12 BUILT-UP POST, a sl BELOW BOTTOM I 1 (2)2x4 SYP12BLOCKNG SLOW ,AT 16�O.C. T I I SEE PLAN FOR ATTACHMENT, i ( � OVERLAP SIDE / 1 FASTEN AT FOUNDATION SIDE OF TRUSS PLATE FACE-NAIL TO ' PLATE TOE-NAIL TO TRUSS TOP s WALL TOP PLATE I UULn;-PLY TRUSS TOP CHORD i i CHORD w/(4) 12d NAILS EACH AS SHOW (TYP.) ' STUD PACKS. r 1 r i F w/12d NAILS o 3' I END(TYP EA. SIDE) i ,� �ivER S/53:o. LVL BEAM GIRDER TRUSSCH TR D.C. (TYP EA. SIDE) i 1 '.�'i CC)NNECTION C NJNECTION N TI i --- I c� 1 QETAIL A DETAIL B T I f PLAN ' ELEVATION PLAN Io HIGH UPLIFT CONNECTIONS e CHIMNEY FRAMING DETAIL 9 CHIMNEY FiMING DETAIL 54•o SCALE. 31- _,_D- UPLIFT- 9700 al R I i r 54.0 SCALE: N.T.S. (CENTER) - 54.0 SCALE: NOT i0 SCAM (SIDE) �'rl t i �r n fl - � � 1 X TO DRAWING_ if I " t` 'I ' / ARCHITECTURAL = INDEX, SfTE PLAN, AND NO tS is t)( 1+ !' ? REPLACE EXISSNG V �. A-1 a i AREAS OF PO�L M R PLANS DECKING FOR I A-2 FLOG AWAYr- ELEVATIONS CONSTRUCTIOW o A-3 I l DIY ` 100.48' A-4 ELEVATIONS it{' Q �-- �- A-5 FOUNDATION 8c ROOF PLAN REMOVE EXIST A-6 2ND FLOOR FRAMING PLAN] , BBQ A-7 WALL SECTION ( f PJJ AREA OF A-B ELECTRIC rNMITInki EXISTING CONC. STRUCTURAL � WALKS E !� GN PER ENGINEER in 5� I�1 �� 8-1 PER ENGINEER � %f,�/ . � � .N S-S PER ENGINEER 8-3 PER ENGINEER ATTACHMENTS r uj ITEM 1 PAGE 1 OF FORM 600C-Q)11 t w 24�-6 7�6� 1�,. I FLORIDA ENERGY EFFICIE N& CODE p 12 OF FORM �G G I ITEM a PAGE ENERGY EFFDIC E ft NIY CODE ! h -i � ITEM 3 SEALED SURVEY II ` + ao ITEM 4 TRUSS PACKAGE ,1 dd W N oasnwc EXISTING � � g 3j Hcr Tua \ N WALKS SCOPE OF PROJECT. I EXISTING GAME ROOM AND COVENED PORCH 2p`9.,Q TO BE REMOVED AND REBUILTr WITH A NEW MASTER SUITE OVER. i it ISIS EXISTING kit"G s � CONC. DRMEE II I IMPERVIOUS LOT COVERAGE ! V/ (IMPERVIOUS NOT TO CHANGE FROM E)RISTING) i I {. EXISTING FOOTPRINT TO REMAIN 1820 ' nib NEW ADDITION 722 r /p0 c (REPLACES EXISTING TO BE REMOVED h TOTAL FOOTPRI -2542 EXISTING PAVING TO REMAIN 1029 I( ,POSTING POOL DECK TO REMAIN 489 I !' ' 1 )� (POOL BOWL NOT COUNTED) { PM11�11�Md JDQiII� RECEIVE i EXI NG 1/2 WOOD DECK 214 CITY OF ATLAI<,TIC t3EA EXISTING A/C PAD 15 flAD sopas �6 / Ei�)ILC�I%1G ZONING NEW POOLWC DECKREPAIRS ----86 I - i TO PERVIOUS PAVING 1836 � ....� MAR a 200 ; Z ��M10 5 d TO t PERVIOUS 4378 I L s vW*F*rW 0 Code i so~ Loi 8791 i 1 v €, 91 wM ved Id psi e1!lMIa+AMc pftr f0 M»bwAl"s it• 1� I � BY. �_ � PE4CENT PERVIOUS COVEREDif -49.8X if I o ' Ij f I! k 5 t ;I. 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's., s, ,.�, MAP SHOWING BOUN LOT T1, BLOCK 3, SEASPRAY, AS REC UNDRDEDINARY SURVEY OF OF THE CURRENT PUBLIC RECORDS OF LAT BOOK 35, PAGES 64 AND 64A, OUNTY, FLORIDA. CERTIFIED TO: VALLIAM F. AND TAMMY HARPSTER SUNTRUST BA_NIe mr%m . STEWARTLUNIDA, N.A. TITLE GUARANTY rCOMPANY INC. RICHARD T; MOREHEAD, P.A. NAUTICAL BOULEVARD NORTH 00.0' RIGHT OF WAY) 5p 58.�P 0• w 57.34' (PLAT) 3 (CHORD AT) S 06'46'00' E 5O,780�49-31 S 06'46'00' E 57.27 oOUM 4S4 C04CRM MONUMENT W FOWIo 1/2'IRON PIE NO IDENTIFICATION 1lf �svR£D) MD IDEFITIfICAT10N Q LOT I1 BLOCK 3 a • .� .::: FOUMp I/2'IRON 1ppE K No IDENTIFICATION Cr �..�•�.�• RE�ICT�lrslE� ILl' ^ .,: 469' 2j f• 1 b ONE STORY A# •�" J� In FRAME • '' POSTED # 500 / ry^Oo. �•C' y �• a LOT 10 $ owa.o' BLOCS w o►s / a ,. at 4z o 'N FORM 25.9' , •, i• T(/j`• o>, COWTIc killPAD oo at fFryio 3'h'VP - '5%VP _ _ - Q' S1NiMout'� Q Ion �2AirJL�G-+E Fyt�SE.ME►iT� 2.0' aF � _ FOUND ♦•CONCRETE moN APPROVED N Ofi'39'19' W 67.35' (MEASURED) Qi NOIOENTWICATION I"J'T' OF ATLANTIC BEACH sT011FPLD Atli L/11" 67.34' (PLAT) PLANIIING R T.: 'npr I:.IEF N 06'4600" W / \HOCK 7 ROYAL PA"LIT THIO• o z 6 2001 (PNQ OW 34 PAGES 94 Aw 9401) BY Nr LEGEND: AC all = _ R RADIUS —x „ FENCE L LENG1►1 NOTES: :,• CONCRETE t. BEARwRS Me USED ON THE BRING OF PLAT EAS'My SWMIOARY OF WU -, P RIS 0646'00- E 2 8Y CRAM PLOTTING 40kC THE REVISIONS .1 T RMNCS E� ��APPW�s NOw�UNiry ZONE llzo0�5 p NAS SHOWN ON THE DATE DESCRIPTION UW.ESS OTHERMEASE STATED.AF RIGHTS OF WAY AS PER RE EL -�11L_ 4' THIS SURVEY NOT VAW • NO OTHER TITLE VER'F'CATIONC HHAAS�BEEN Aeon TITLE COMMIDAENT JOR WITHOUT THE EM80SSEp eEEN PERFORMED " THE UNDERSIGNED 4347 � DATE OF FIELD SU c suRYEroR. Y: 04-27-98 DISK •-rIP 9 SCALE: 1" = 20'2J P aMlmb'Ploc., suite t CERTIFICATE 32204 1 HEREBY CERTIFY TI/Ai Ph 32204 904- AND WEErs nlE WNIMUM ttT►nS SAVEI-WAS MAD[ WIDER MY RESPONg (Fax) 904-354-1255 90A1w of PR �1VECAL STANsa P I r,FEsy .dlQ(it� AN DA�os.+.s SEt FORIN n.c �'w� AOMINISTR,A 1"' r A SIATUTEs' UCENSEO BUSNNESg _ ' e MICHAEL J. _LAND SURVEYS O REGISTERED SURYEYOR AND MAp ER 4878 STATE of FLORIDA CONSTRI inTlnnl cl