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307 Beach Ave REVISIONS BY CDX PLYWOOD ROOF SHEATHING, FASTEN W/ 8d COMMON WIRE NAILS @ 4" O.C. EDGE AND 4" Q.C. FIELD 2x4 BLOCK AT 2"x6" OUTLOOKER SHEATHNG JOINT 2"x6" BLOCKING 4 16d NAILS 4-16d 2x4 —BRACE _ HCPLR CLIP @ HURRICANE CLIP, SEE " —16d EA. OUTLOOKER ° 2x4 BL °° UPLIFT CONNECTOR w 4-12 � �� � SCHEDULE OVERFRAME W/ 2"x8" SYP No.2 RIDGE BEAM BEYOND / DBL 2x6 ' SYP No.2 2"x8" SYP NO.2 OVERFRAMING TOE NAIL TOP PLATE / EACH EN RAFTERS @ 24 ' O.C. SEE ROOF / CDX PLYWOOD ROOF RAFTERS IE 24 OC, W 2x6 SYP N 3— d 1 � a COLLAR TIES W/ 8pcs-12d COMMON @ E 2"x6" SPF #2 STUDS FRAMING PLAN. 1 ROW 10d NAILS EACH END @ 24" OC_ 2"x8" SYP No.2 --// o.2 VE @ 16" O.C. COMMON NAILS OVERFRAMING 1/z " CDX PLYWOOD FASTENED W/ 8d ° ° , ° ° ° ° ° 03" OC 2"x1O" SYP No.2 LEDGER, FASTEN LEDGER RAFTERS @ 24" O.C. 4pcs 16c IALS COMMON NAILS @ 3" O.C. EDGES TO ROOF THRU PLYWOOD DECK W/ 2—#12x33/4" �Jf~ (TYPICAL AND 6" O.C. FIELD „ 2„x6 SYP No.2 COLLAR TIES W/ ROOF GRIP SCREWS W/ 1” DIA. WASHERS AT CDX PLYWOOD ROOF SHEATHING, 8-12d NAILS EACH END, @ 24" O.C. EACH EXISTING RAFTER INTERSECTION d Z U) FASTEN W/ 8d COMMON WIRE NAILS ^w TRUSSES @ 24 O.C. p —16d @ 4" O.C. EDGE AND 4" O.C. FIELD NATE: COLLAR TIE TO BE LOCATED NO PRE—ENGINEERED WOOD ROOF _� w HIGHER THAN 2/3 THE TOTAL HEIGHT 1 c SEMCO HCPLR W ui Z o 0 rr i 3ROWS 12d COMMON WIRE = OF THE RAFTER = z w O W/ 8-8d COMMON NAILS . I NAILS @ 6" O.C. N FROM RAFTER TO LEDGER Q w w U_ I 7 - . . I 1pc SEMCO RTPGA830T COLLARTIES TYPICAL ¢ Q STRAP @ 48" O.C. - LEDGER DETAIL AT OVERFRAMING RAFTER (� Q w " - RAFTER c) J m 2x8 SYP No.2 - :D O BASE PLATEI @ 6O.C. EACH SIDE j - 2"x8"x8'--Q" P.T. SYP #2 BEARING w - IrTDETAIL 3 DETAIL = � V) --i o 2"x6" SYP No.2 BLOCKING IN — S--8 SCALE: NTS S-8 SCALE: 3/4" = 1' -O" 0O f o0 PRE—ENGINEERED WOOD ROOF BETWEEN EACH RAFTER. FASTEN I 7) v TRUSSES @ 24" O.C., SEE W/ 12d COMMON WIRE TOENAILS I z ROOF FRAMING PLAN " RAFTER TAIL @ 24" O.C. SPLICE _ (2)2x6 P.T. SYP #2 TOP PLATE TO PRE—ENGINEERED ROOF TRUSS U W/ 2 ROWS 12d COMMON WIRE 2"x6" SPF #2 NAILS @ 6" O.C. STUDS @ 16" O.C. '/z " CDX PLYWOOD FASTENED W/ 8d COMMON NAILS @ 3" OC EDGES AND 6" OC FIELD. M .. GABLE END X-BRACING AT RAFTER OVERFRAMING 1 SECTION Q S—$ SCALE: NTS O w C C) Q 0 L o CJS L- LTJ U ty Q w O m rn U L L_ z Q W O W U c) Z ► DRAWN MLC CHECKED CCK DAZE 07/09/01 c� SCALE 1/4" = 1'-0" Q' JOB NO. v E01--117 SHEEr cp (3 I cn 0 ao 0 n s - S017 BEiqcg A SHEET 8 OF 8 0 REVISIONS BY --- 5/$" CDX PLYWOOD ROOF SHEATHING, 2ply GIRDER TRUSS 12 FASTEN w/ 8d COMMON WIRE NAILS GIRDER TRUSS ® 4" OC EDGES AND 4" OC FIELD. 4 PRE-ENGINEERED WOOD (4)SEMCO RTPGA824 BEND ROOF TRUSSES @24" OC, - STRAPS OVER TRUSS AS NEEDED SEE ROOF FRAMING PLAN HIP JACK W/ 2x8 INSTALL 4pcs-16d TOENAILS SYP No.2 HIP RAFTER EACH TRUSS TO DBL TOP PLATE HURRICANE CLIPS PER UPLIFT CONNECTOR SCHEDULE. FOR HEAVY GIRDER TRUSSES, SEE DETAIL _ - TOP PLATS EL w - SEE ARCH PLAINS - - t5'-0„ „ (2)SEMCO SGP3 STRAP ATDOUBLE OR TRIPLE POST w/ SILL TO CREATE CONTINUOUS FULL BLOCKING BETWEEN FLOORS 2"x6" SYP No.2 BLOCKING IN LOAD PATH FROM GIRDER BETWEEN EACH RAFTER. FASTEN 2pcs RTPGA824 STRAPS TRUSS TO CMU TIE BEAM SILL PLATE AT SECOND u W/ 12d COMMON WIRE TOENAILS 2"x8"x8'-0" P.T. SYP #2 ALIGN RAFTER TAIL ® 24" O.C. SPLICE FLOOR, SEE WALL SECTIONS Z � ® 6 O.C. EACH SIDE ui TO PRE---ENGINEERED ROOF TRUSS15'-3" W o (2 )2x6 P.T. SYP #2 TOP PLATE W/ 2 ROWS 12d COMMON WIRE 6' -0" 2"x6" SPF #2 ANCHOR BOLT 5/B"Ox12" Q w NAILS @ 6" O.C. _ _ - --- -- - - _-------- - ----- -- - - _ --- - z LL- STUDS STUDS @ 16" O.C. TO CMU TIE BEAM ¢ j = '/2 " CDX PLYWOOD FASTENED 2pcs RTPGA824 STRAPS cr- QU W/ 8d COMMON NAILS @ 3" OC TYPICAL STRAP ANCHOR FROM (j v J w EDGES AND 6" OC FIELD. 5.25"x9.5" 2.0E PARALLAM TRUSS TO FOUNDATION D o m 2 S ECTION PSL CANTILEVERED ROOF BEAM DETAIL cr U J K7� SECTION S-�7 SCALE: 1/2" -- 1'-0" 3 � z oo 5--7 SCALE: 3/4" = 1'-0" S-7 SCALE: NTS 6' 0„ 66'-5 1/2 - --�_ 6'-0" U) u � - CONVENTIONAL OVERFRAMING = U 9'-0" SETBACK -2"x8" SYP No.2 RAFTERS @ 24" O.C. 1 9'--0" SETBACK -2"x6" SYP No.2 COLLAR TIES @ 24" O.C. S-7 �- 5.25"x9.5" 2.OE PARALLAM5.25"x9.5" 2.0 PARALLAM PSL CANTILEVERED ROOF BEAM -2 x12 SYP No.2 RIDGE BEAM PSL CANTILEVERED ROOF BEAM -2 x4' SYP No.2 X--BRACES ® 48 O.C. UPLIFT CONNECTOR SCHEDULE I N MEMBER SUPPORT SEMCO CONNECTOR II II II II I I i i TYPICAL ROOF TRUSSES I I I COMMON TRUSS. DBL TOP PLATE (1)HDP2XD AND (1)HCPLR HEADER BEAM (1)HDP2XD AND (1)HCPLR II l i I I JACK TRUSS: DBL TOP PLATE (1)HDP2XD I I HEADER BEAM (1)HDP2XD GIRDER TRUSS (1)FAP18 I I I I I I CORNER JACK (1)FAP18 W I I P E-E GINEE ED WOOD ( OFTRUSSES 4 0. CORNER JACK: DBL TOP PLATE (2)RTPGA824 TWISTED (, I GIRDER TRUSS (1)FAP18 nna I I I I I I l_.JL_ I I -� H GIRDER TRUSS: DBL TOP PLATE 4 RTPGA824T W o H 3 ~i HEADER BEAM (4)RTPGA824 Q o I I cnI S_ c} c!i I I r -j II V) I I V) I I 2x4 OUTLOOKER TOP CHORD OF TRUSS (1 )HCPLR cn � I I I ► I I DBL TOP PLATE (1)HCPLR W Q I I w i i o I I o TYPICAL CONVENTIONAL ROOF FRAMING: Q m I I RIDGE I I I COMMON RAFTER: DBL TOP PLATE (1)HDP2X CSR (2)HCPLR m C) HEADER BEAM (1)HDP2X OR (2)HCPLR RIDGE BEAM (1)FAP18 LL- 1I I I N N i i I I OVERFRAMING RAFTER: LEDGER (1)HCPLR L.L --J Q j i I I RIDGE BEAM (1)FAP18 O C) I 1 O I I _ I I OVERFRAMING LEDGER: ROOF FRAMING 2 PCS #12x33/,," ROOF GRIP O I I co I I I I I I I I BELOW SCREW w/ 1"0 WASHER I I EACH INTERSECTION WITH I I I I I I EXISTING ROOF FRAMING I I I CANTILEVERED ROOF SUPPORT STUDS (2)RTPGA824 TWISTED u ��Q i i ti%o u BEAM I I I I I I 1 1 i i I I FLOOR JOISTS DBL TOP PLATE (1)HCPLR I I I I SILL PLATE (1)HCPLR n n FLOOR BEAMS CMU WALL (1)SGP3 r I SUPPORT STUDS (2)RTPGA824T II II I ► __ _ _ -_ CANTILEVERED FLOOR DBL TOP PLATE (2)RTPGA818T �i F-- JOISTS -- -- 1�.. -- - -- __ WINDOW/DOOR HEADER C° HEADER TO 3'-0" JACK STUDS (1)RTPGA824 EACH SIDE N HEADER 4'-0" TO 6'-0 ' JACK STUDS (2)RTPGA824 EACH SIDE Al HEADER 6'---0" TO 8'-0 ' JACK STUDS (3)RTPGA824 EACH SIDE 5.25"x9.5" 2.OE PARALLAM 5.25"x9.5" 2.0E PARALLAM S-7 PSL CANTILEVERED ROOF BEAM CONVENTIONAL OVERFRAMING PSL CANTILEVERED ROOF BEAM 3 STORY EXTERIOR B ARING WALLS DBL TOP PLATE 3RD FLOOR STUDS TPP6 ® 16" oc DRAWN 15'-0" -_2"x8" SYP No.2 RAFTERS @ 24" O.C. 48 -5 1 /2 - 15'-0" , -- 3RD FLOOR STUDS 2ND FLOOR STUDS (1)RS150 @ 16" O.C. MLC W-2"x6" SYP No.2 COLLAR TIES @ 24" O.C. 2ND FLOOR STUDS SILL PLATE (1)RS150 @ 16" OC CHECKED -2"x12" SYP No.2 RIDGE BEAM 1 SILL PLATE CMU WALL '/2"0 x 12" ANCHOR BOLT w/ CCK ROOF FRAMING PLAN --2"x4" SYP No.2 X-BRACES @ 48" O.C. S-7 2"x2"x' e" PLATE WASHER DATE C�➢ 24" OC 07/09/01 SCALE: 1/4" - 1'-0" NOTES: - 2. .. O _. -- ^� SCALE 1. ALL ROOF TRUSSES SHALL BE PRE-ENGINEERED WOOD ROOF TRUSSES 1) CONNECTORS ARE SOUTHEASTERN METALS (SEMCO) OR EQUIVALENT. 1/4" = 1'-0" @ 24" O.C. SPACING. REFER TO THE SEMCO METAL CONNECTORS 1997-1998 CATALOG FOR god No. COMPLETE INSTALLATION REQUIREMENTS. E01-117 2. ROOF SHEATHING SHALL BE 5/e" CDX APA SPAN RATED PLYWOOD SHEATHING 2) USE THE FOLLOWING COMMON WIRE NAILS FOR EACH CONNECTOR: SHEET cn FASTENED W/ 8d COMMON WIRE NAILS @ 4" O.C. EDGES AND 4" O.C. HDP2XD 10-10d SGP3 5/8"0x12" A.B. AND 24----16d FEILD. ROOF SHEATHING SHALL BE INSTALLED W/ FACE GRAIN RTPGA824T 20----10d, U.N.O. HCPLR 8-8d a 4 PERPENDICULAR TO ROOF TRUSS SUPPORTS. PROVIDE BLOCKING AT FAP18 10-10Ux 1 '/2" TPP6 10-8d 00 UN-SUPPORTED DIAGONAL EDGES AT RIDGES, HIPS, AND VALEYS, TYP. RTPGA818T 18-�-10dx1 '/2 " RS150 20-10d S - 7 a 3. PROVIDE SYP No.2 AND PARALLAM PSL HEADERS AT ALL FRAMED OPENINGS AS 7 q INDICATED AS PER THE HEADER SPAN TABLE, SHEET S---3. �� V . SHEET 7 of 8 REVISIONS BY 14" TJI/PRO 350 2"x6" SPF #2 STUDS 14" TJI/PRO 350 FLOOR JOISTS @ 16" O.C. @ 16" O.C. FLOOR JOISTS ® 16" O.C. 2"x6" SPF #2 STUDS Yt" T&G PLYWOOD, GLUE AND 2"x6" P.T. SYP No.2 DECKING W 2pcs 3/4" T&G PLYWOOD, GLUE AND - FASTEN W/ 10-d COMMON WIRE N'o 2"BASE PLATE 12d STAINLESS STEEL RING SHANK NAILS a @ 16 0.C. FASTEN W/ 10-d COMMON WIRE FULL HEIGHT WEB NAILS @ 4 O.C. EDGE AND OR 2pcs #10x3" STAINLESS STEEL DECK 14" TJI/PRO 350 - NAILS 50 -� NAILS @ 4" O.C. EDGE AND 2"x6" P.T. SYP No.2 BASE = � STIFFENER SOLID 6 O.C. FIELD 4 STEP SCREWS AT EACH INTERSECTION WITH FLOOR JOIST 6" O.C. FIELD PLATE BACKER FLOOR JOIST ® 16" O.C. FULL HEIGHT WEB STIFFENER !`��.,- SOLID BACKER EL.-_ +18'-107/x" ri N ¢ TOP OF PLY DECK N ►� -I ___ _- .� ___-_ _ _ __.___ __.__._.-__. .._ 2"x10" P.T. SYP No.2 RIM cv 1 pc 1 '/4"x14" TIMBER- `y -I STRAND LSL RIM BOARD _ BOARD W/ 5-12d COMMON WIRE I r- NALS INTO EACH JOIST EL. +17'--8'/a" 12,-0„ 6,_0,> TOP OF WD PLATE ----- ---- �- 2"x10" P.T. SYP No.2 DBL 2"x6" SYP No.2 PLATE 2"x10" P.T. SYP #2 CANTILEVERED FLOOR CANTILEVERED FLOOR DBL 2"x6" SYP No.2 PLATE 3 " JOIST � 16" Q.C. JOIST � 16 O.C. '/2" CDX PLYWOOD WALL SHEATHING 5-6 2"x6" SPF No.2 2"x6" SPF No.2 FASTENED W/ 8d COMMON NAILS STUDS @ 16" O.C. 1pc 1 '/a"x14" TIMBER-STRAND LSL RIM BOARD STUDS @ 16" O.C. @ 6" OC EDGES AND 6" OC FIELD. SOLID BLOCKING IN BETWEEN EACH CANTILEVERED 3 SECTION U FLOOR JOIST. FASTEN TO DOUBLE TOP PLATE W/ , „ „ 12d COMMON WIRE TOENAILS @ 6" O.C. EACH SIDE S-6 SCALE: 1 /2 = 1 -0 �j z o SECTION � biD -i SECTI O 2 T T '/z" CDX PLYWOOD WALL SHEATHING Q J w S-6 SCALE: 3/a" = 1'-a" S-6 SCALE: 3/4" = "1'-0" FASTENED W/ 8d COMMON NAILS Y < Q v @ 6OC EDGES AND 6" OC FIELD. ::) a � o w w � cf) V) _j 7E C5 o 5 n- = O p O � ¢ V) 14" TJI/PRO 350 v 66'-5 1/2" FLOOR JOISTS @ 16" O.C. 2"x6" SPF #2 STUDS z Q @ 16" O.C. o 3/4" T&G PLYWOOD, GLUE AND = -- DBL P.T. 2"x10" SYP #2 1 FASTEN W/ 10-d COMMON WIRE O S-6 - NAILS @ 4" O.C. EDGE AND LEDGER W/ 5/8"OX1 O" �_ 6" O.C. FIELD 2"x6" P.T. SYP No.2 BASE ANCHOR BOLT ® 16" O.C. PLATE STAGGERED n __ -- _---- ___...-- --_--_ I -f-_ I TOP OF PLY DECK N 1 pc 1 '/a "x14" TIMBER- r STRAND LSL RIM BOARD -i L :� _ - EL. +17'-8ya TOP OF WD PLATE Q 2 JI DBL 2"x6" SYP No.2 PLATE S-6 ca 2"x6" SPF No.2 '/2" CDX PLYWOOD WALL 2 STUDS © 16" Q.C. SHEATHING FASTENED W/ 8d COMMON NAILS @ 6" OC 0 U I .- EDGES AND 6" OC FIELD. L W co z U) 'Aa ujI G SECTION Q -7 II � q 0 4 (n to I w in S-6 SCALE: 3/a„ 1>-O„ Q w � .. N � O _" > + O O + T w w-- w "x > 8" CMU WALL ABOVE (n �= I 4"x4" P.T. SYP No.2 POST BELOW S- 6 L Qf 4"x4" P.T. SYP No.2 POST BELOW I ~ o DBL P.T. 2"x10" SYP #2 W a ¢ I 0 -, _j m I U •n LEDGER W/ 5/s" x10" O ,m v 'l ` - 3/a" T&G PLYWOOD, GLUE - ANCHOR BOLTS @ 16" O.C. Q a ,n U-) I _ AND FASTEN W/ 10-d COMMON STAGGERED V) z WIRE NAILS @ 4 O.C. EDGE _ 14" TJI/PRO 350 i ¢ o ¢ AND 6 O.C. FIELD FLOOR JOISTS @ 16" O.C. Q 2 I ut E L. +18'-10 7/a". _ I _ � - TOP OF PLY DECK I 1 pc SIMPSON HUS412 FACE MOUNT HANGER o T o 1 pc SIMPSON HUS412 FACE MOUNT HANGER I � w r i W A I N J I 3.5"x14.0" 2.OE_PARALLAM_ PSL BEAM �0'� __�__ 3.5"x14.0" 2.0E PARALLAM PSL BEAM +O�T^ I _I 1 5- SON U414 FACE MOUNT HANG __ --� x X - , - c SIMPSON U414 FACE MOUNT NG 1 pc SIMPSON ITT3514 [� .5"x14.0" 2.0E P LLAM� �i -i I_ r�i �--3.5"x 2.0E PARALLA TOP FLANGE HANGER TYP. 8"x16" CMU OPEN BOTTOM - ( ) PShAM (+0") PSL BEAM 0") LINTEL BLOCK TIE BEAM 2"x4" SPF #2- 2pcs 2"x4" SP W/ 2--#5 TOP AND S S AT B BEARING STUDS AT AM BEA G BOTTOM CONTINUOUS 5 SECTI DN I - - 'LL S-6 SCALE: 3/a" = 1'-0" OPEN FOR STAIR OPEN FOR ELEVATOR --/ OPEN FOR ELEVATOR OPEN FOR STAIR 3 -- 1 pc SIMPSON HUS412 1 pc SIMPSON HUS412 ._v - a T&G PLYWOOD, GLUE 3pcs 2"x6" SPF #2 STUDS FACE MOUNT HANGER FACE MOUNT HANGER 3pcs 2"x6" SPF #2 STUDS AND FASTEN W/ 10-d COMMON AT BEAM BEARING 3.5"x14.0" 2.0E PARALLAM - AT BEAM BEARING WIRE NAILS @ 4" O.C. EDGE PSL BEAM (+0") � 2 ROWS 10d COMMON - AND 6" O.C. FIELD ' WIRE NAILS @ 4" O.C. - 14" TJI/PRO 350 3.5"x14" 2.0E -- FLOOR JOISTS @ 15" O.C. PARALLAM PSL BEAMBRAWN � ARD LEVEL FLOOR FRAMING _ ' ELS+1 '-107MLC �'- _ T�' OP OF PLY DECK CHECKED CCK SCALE: 1/4" = 1'-0" FLOOR DESIGN LOADS DATE 1) EL. +18'-10 /8" 70P OF PLYWOOD FLOOR DECK. FLOOR LIVE LOAD = 40 PSF 3/4" STURDI-FLOOR SUBFLOOR SHEATHING. ;, I N 07/09/01 GLUE AND FASTEN w/ 10d COMMON WIRE 2) ALL FLOOR JOISTS SHALL BE 14" TJI/PRO 350 FLOOR DEAD LOAD - 20 PSF _ SCALE T FLOOR JOISTS AS MANUFACTURED BY 7RUS JOIST. BALCONY LIFE LOAD = 60 PSF NAILS @ 4" Q.C. EDGES AND 6" O.C. FIELD. 1/4 ' = 1'-0" ioe No. 3) ALL INTERIOR LOAD BEARING WALLS SHALL BE CONSTRUCTED WITH � -- 1 pc SIMPSON ITT3514 E01-117 4 DBL 2"x4 SYP No.2 TOP PLATE, 2x4 SPF No.2 STUDS @ 16 O.C., TOP FLANGE HANGER (TYP.) SHEET `° AND 2"x4" P.T. SYP No.2 BOTTOM PLATE, MINIMUM. 4) ALL FLOOR BEAMS SHALL BE 2.0E PARALLAM PSL BEAMS AS MANUFACTURED BY TRUS JOIST OR EQUAL. Q 5 +0" INDICATES TOP OF BEAM FLUSH W TOP OF FLOOR TRUSS. 6 SECTION S -. 6 0 6) (--16)) INDICATES TOP OF BEAM SUPPORTING BOTTOM OF FLOOR JOISTS. S- 6 SCALE: 3/a" 307 �Vo SHEET 6 of $ REVISIONS BY 8" CMU WALL ABOVE 117/8" TJI/PRO 350 11 '7/8" TJI/PRO 350 # 3/ " T&G PLYWOOD, GLUE DBL P.T. 2x10 SYP 2 4 FLOOR JOISTS @ 16" O.C. FLOOR JIOISTS ® 16" O.C. 2"x6" SPF #2 STUDS LEDGER W/ 5/8"Ox10" AND FASTEN W/ 10-d COMMON 2"x6" SPF #2 STUDS ® 16" O.C. 3/4" T&G PLYWOOD, GLUE ANCHOR BOLTS @ 16" O.C. WIRE NAILS ® 4" O.C. EDGE 3/4" T&G PLYWOOD, GLUE AND ® 16" O.C. 3/4 T&G PLYWOOD, GLUE AND AND FASTEN W/ 10---d COMMON STAGGERED 2 ROWS 10d COMMON AND 6" O.C. FIELD FASTEN W/ 10--d COMMON WIRE FASTEN W/ 10-d COMMON WIRE WIRE NAILS ® 4" O.C. EDGE WIRE NAILS @ 4" O.C. NAILS @ 4" O.C. EDGE AND 2"x6" P.T. SYP No.2 BASE NAILS 4 4"' O.C. EDGE AND 117/8" TJI/PRO 350 117/8" TJI/PRO 35Q „ AND 6 O.C. FIELD .. 6" O.C. FIELD PLATE 6" O.C. FIELD 2x6 P.T. SYP No.2 BASE FLOOR JOISTS ® 16 O.C. 3.5 x11.875 2.0E FLOOR JOISTS ® 16 O.C. PLATE = PARALLAM PSL BEAM M (�EL. +9'-2' _ EL. +9'-2' 8" h EL. +9'-2'/8" - - " _ EL. +9'-2' co _ co _ TOP OF PLY DECK °O TOP OF PLY DECK °D TOP OF PLY DECK 00 TOP OF PLY DECK co co co 'n n 1 pc 1 '/4"x117/8" TIMBER- `� 1 pc 11/4"x11 7/8" TIMBER-- `n n `n o _ STRAND LSL RIM BOARD STRAND LSL RIM BOARD d;,r a EL. +8 -1 TOP OF WD PLATE TOP OF WD PLATE • e P.T. 2x8 SYP 2 PLATE W P.T. 2x<8 SYP #2 PLATE W/ EL. +8' O" # / _ EL. +8'-_0" 1pc SIMPSON ITT3511.88 \_ lPC SIMPSON (TT3511.88 '/2'"x12" ANCHOR BOLT W/ • • TOP OF CMU WALL '/2"x12" ANCHOR BOLT W/ • • TOP OF CMU WALL 8•'x16" CMU OPEN BOTTOM TOP FLANGE HANGER (TYP.) TOP FLANGE HANGER (TYP.) 2 x2 x'/e PLATE WASHER 2 x2 x /8 PLATE WASHER LINTEL BLOCK TIE BEAM ® 24" O.C. © 24" O.C. W/ 2-#5 TOP AND U 8" CMU WALL 8" CMU WALL BOTTOM CONTINUOUS bi . w ¢ LLJ 1- 0 0 oe 1 SECTION SECTION 3 SECTION 4 SECTION Q z i w _ S-5 SCALE: 3/4 " = 1 '- 0" S-5 SCALE: 3/4" = 1'-0" 5--5 SCALE: 3/4" = 1'--0" S-5 SCALE: 3/4" = 1 '-0" � Q v aw uU O m w w Ld � (/) J _ o of p_ z o 0 O � � Y 66'-5 1 2" 2"x6" SPF #2 STUDS ® 16" O.C. „ j U Q / _ _ 2"x6 SYP No.2 LEDGER FASTEN W/ z -� T _ 2"x6" P.T. SYP No.2 BOTTOM PLATE --- 3pcs #12x3'/4" ROOF GRIP SCREWS W/ v W/ 3 ROWS 12d COMMON WIRE NAILS 1"0 WASHER ® 16" O.C. (> -. DBL P.T. 2"x10" SYP #2 1 Q 8" O.C. INTO LOWER FRAME 1ply DECK 8" CMU WALL LEDGER W/ 5/8" x10" S-5 1pc 5EMC0 FAP18 EACH SIDE FASTEN W/ ANCHOR BOLT 16" O.C. 3/4" T&G PLYWOOD, GLUE AND - 5pcs #10x11/2" SCREWS TO LEDGER AND BELOW STAGGERED FASTEN W/ 10-d COMMON WIRE 5pcs 10dx11/2" NAILS TO TRUSS ---- — NAILS © 4" O.C. EDGE AND - - -- --- --- ---- ------ - _--- -__ - - -_ 6" Q.C. FIELD 2"x4" P.T. SYP No.2 CONTINUOUS NAILER W/ 3pcs DBL P.T. 2"x10" S #2 I I I 7 16d COMMON WIRE NAILS INTO EAND OF RAFTER TAIL s — I I - -- - - _ :. - FLOORI JOI STS J�1 60 350 0 C 8 II ,. I °� 5/ " CDX PLYWOOD ROOF SHEATHING, z RED - -=--- �I FASTEN W/ 8d COMMON WIRE NAILS STAG I ® 4" O.C. EDGES AND 4" O.C. FIELD I Ic I - I PRE---ENGINEERED MONO ROOF TRUSS 00 = @ 24 O.C. - w I I I n 12 2"x8"x3'-0" P.T. SYP NO.2 _I .- 4 CD RAFTER TAIL @ 24" O.C. • SPLICETO PRE---ENGINEERED I cn I - ROOF TRUSS W/ 2ROWS 16d 8" CMU WALL - I 8" CMU WALL P.T. 2x8 SYP #2 PLATE W/ COMMON WIRE NAILS C� 6" O.C. W BELOW I (DI I BELOW '/2 "x12" ANCHOR BOLT W/ w 2x2 x'/8' PLATE WASHER m o m _ ._ ____T I ® 24' O.C. W ¢o i o i V) o I I l 8" CMU WALL [] I _ w w l 4"x4" P.T. SYP No.2 POST I o I 4"x4" P.T. SYP No.2 POST I I I I - o o - I I o \ ,3)-6p) MAX. 0 (� I ly- 0 C� - � w I I I Po A '/2 " CDX PLYWOOD SOFFIT SHEATHING. m 75 _z z2 x4 P.T. SYP #2, FASTEN TO CMU W/ __.J 3 cs 2"x4" SPF 2 I - S 5 "' II 3 cs 2x4 SPF 2 s FASTEN W/ 8d COMMON WIRE NAILS 2 I � I 5/ "Ox6" HILTI KWIK BOLT II @ 32" O.C. ® 6" O.C. EDGES AND 6" O.C. FIELD FASTEN TRUSS TO LEDGER W,/ 1pc SEMCO ¢ r UHPGA26 FACE MOUNT HANGER. INSTALL J I WA BELOW II =� II INTERIOR BEARING WALL BELOW I HANGER W/ 8pcs #10x13/4" SCREWS INTO W ¢ INTERIOR BEARING LLB I 2 LEDGER AND 6pcs 10dx1 '/2" NAILS INTO TRUSS 3 5"x11.675" 2.OE � 1 pc SIMPSON HUS412 FACE MOUNT HANGER- PART 1 pc SIMPSON HUS412 FACE MOUNT HANGER I 1 c SEMCO SGP3 TYPICAL EYEBROW_ ROOF DETAI --� U 1pc SEMCO SGP3 I p _ FROM BEAM TO I FROM BEAM TO CMU WALL BELOW __ 3.5"x11 .875" 2.0E PARALLAM PSL BEAM (+-0") __3.5"x11.875_2.OE PARALLAM PSL BEAM (_+0�T_ ...�__�..�..—__ .�__�...__._..___�..____ _ .---. --------.--.-T---w------------- i CMU WALL BELOW [� 1 SI— ON U410 FACE MOUNT HANG 3 cs 2 A "x4" SPF 2 f .5"x11.875" 2.0E J, r c SIMPSON U41Q FACE MOUN AN E 5 DETAIL z PARAft PSL BEAM (=rb") " - S---5 SCALE: NTS 0 " 11.875" 2.0E P LLAM-- -3.5 x . 75 2.0E PARA co PS AM (+0") PSL BEAM 0") � "' W " # 2 cs 2"x4" S r• STU� AT B2 A 4 BEARING 3 cs 2"x4" SPF #2__ STTUDS A AM BEA G I cn INTERIOR BEARING LL J JIL BEARING INT OR BEARING WALL [V 1 - OPEN FOR STAIR - OPEN FOR ELEWATOR OPEN FOR ELEVATOR OPEN FOR STAIR - 2N D LEVEL FLOOR FRAMING SCALE: 1/4" = 1 '---0" 1) EL. +9'-2 /8" TOP OF PLYWOOD FLOOR DECK. DRAWN 2) ALL FLOOR JOISTS SHALL BE 117/8" TJI/PRO 350 9 MLC FLOOR JOISTS AS MANUFACTURED BY TRUS JOIST. CHECKED 3) ALL INTERIOR LOAD BEARING WALLS SHALL BE CONSTRUCTED WITH CCK DBL 2"x4" SYP No.2 TOP PLATE, 2"x4" SPF No.2 STUDS @ 16" Q.C., FLOOR DESIGN LOADS 3/4" STURDI-FLOOR SUBFLOOR SHEATHING. DATE AND 2"x4" P.T. SYP No.2 BOTTOM PLATE, MINIMUM. FLOOR LIVE LOAD = 40 PSF GLUE AND FASTEN w/ 10d COMMON WIRE 07/09/01 CP 4) ALL FLOOR BEAMS SHALL BE 2.0E PARALLAM PSL BEAMS AS FLOOR DEAD LOAD = 20 PSF NAILS ® 4" O.C. EDGES AND 6" O.C. FIELD. SCALE MANUFACTURED BY TRUS JOIST OR EQUAL. 1/4" = 1'-0" 5) (+0") INDICATES TOP OF BEAM FLUSH W/ TOP OF FLOOR TRUSS. JOB No. 7 6) (-16") INDICATES TOP OF BEAM SUPPORTING BOTTOM OF FLOOR JOISTS. E01-117 Ln SHEET I v, d00 S 5 0 G 307AV, SHEET 5 OF 8 N 1 (REVISIONS BY 2 ROWS 8d COMMON WIRE FORMED AND POURED CONCRETE RAKE BEAM NAILS @ 3" OC BLOCKING AT JOINTS IN W/ 2-#5 CONTINUOUS, MINIMUM THICKNESS ROOF SHEATHING AS ". 4" ABOVE CORNERS OF MASONRY BLOCK SHOWN ON ROOF FRAMING 5/,8" CDX PLYWOOD ROOF SHEATHING, PLAN 12 FASTEN w/ 8d COMMON WIRE NAILS (2)2x8 PT SYP#2 PLATE @ 4" OC EDGES AND 4" OC FIELD. Q ° 3 w/ '/2"0 x 10" ANCHOR s/8" CDX PLYWOOD ROOF 4 "41- / " - S-4 BOLT 0 12" OC w 1"o SHEATHING, SEE WALL SECTI01 � PRE-ENGINEERED WOOD I WASHER, RECESSINTO ROOF TRUSSES @ 24" OC, 4 TOP PLATE SEE ROOF FRAMING PLAN INSTALL 4pcs--16d TOENAILS 8 PN I ° °\ 4 * � S AEACH TRUSS TO DBL TOP PLATE 1-#5 VERTICAL 8 CMU SHEARWALL HURRICANE CLIPS PER UPLIFT FIRST TWO CELLS I �� REINFORCING, @ 48" O.C. d 2"x6" P.T. SYP #2, FASTEN o CONNECTOR SCHEDULE. FOR 4 HEAVY GIRDER TRUSSES, SEE TO CMU W/ 5/a"Ox6" HILTI STUD WALL ° PRE--ENGINEERED KWIK BOLT II @24" O.C. FRAMING, ( A� ROOF TRUSSES, SEE DETAIL SEE PLAN ° SUPPLIERS LAYOUT EL.+27'-107/8 " m NA 8" CMU SHEARWALL w/ 8" CMU/CONCRETE ~� TOP OF WD PLATE - 8" CMU WALL, 1--#5 VERTICAL 4 48" O.C. RAKE BEAM w/ t5 -0 SEE PLAN 2---#5 CONTINUOUS u PLYWOOD SHEARWALL TO WOOQ PANEL RooF ATTACHMENT TO 2"x6" SYP No.2 BLOCKING IN Z cn MASONRY WALL CONNECTION SHEARWALL, CONCRETE RAKE BEAM BETWEEN EACH RAFTER. FASTEN w CMU SHEARWALL W/ 12d COMMON WIRE TOENAILS 2"x8"x8'-0" P.T. SYP #2 W z a SEE PLAN 1 D ETAIL. AND SCHEDULE 2 p TA 16' O.C. EACH SIDE z w 0 RAFTER TAIL ® 24" Q.C. SPLICE w Li- rTN� SECTION (2)2x6 P.T. SYP #2 TOP PLATE TO PRE-ENGINEERED ROOF TRUSS Q z W/ 2 ROWS 12d COMMON WIRE w S-4 SCALE: 3/4" - 1'---0" 5-4 SCALE: 3/4" - 1 '-0" S-4 SCALE: 3/4" = 1'----0" Q NAILS ® 6" O.C. � Q C) Q 2"x6" SPF #2 U 0 m STUDS @ 16" O.C. '/z" CDX PLYWOOD FASTENED � � w W/ 8d COMMON NAILS @ 3" OC W c~n w _j EDGES AND 6" OC FIELD. = cf) Oz � o � U C � Q 0 14" TJI/PRO 350 = l'- 10 /� FLOOR JOISTS © 16' 0.C, # C� ' 2x6 SPF 2 STUDS ' fi6 -5 1/2 1'-10'/2" ----� �_--- _— 3/4" T&G PLYWOOD, GLUE AND O.C. 1 -9 /,s 5 .� ,� 3'-1 ,/a„ 2,_8„ 7'-7 15/16" 2'--8' NAILS ® 4" O.C. EDGE AND , � „ a � , ,r75 55/3'$ FASTEN W/ 10-d COMMON WIRE 2)-81$ 7 -7 15/16' 2 _g 3'-1 /8 8 .�p 4'-10 /�s 4 ---10 /16 8 -0 r -- r r----- - --------- r--- .. ......_...- �._..__._ ..._-_ —---r~rt—�- --....-_.Y._..—.._..� r - r- 6" O.C. FIELD 2"x6" P.T. SYP No.2 BASE SW-2 W-2 O -2 O SO SPLATE W-2 0 (DI 5W-2 SW-2 7 xx 2 x x 2 O x SW x 3 x x0 2 xx 2 x x 3_ x x O 2 x x 2 2 xx EL. +18,- 10 _ _ _ = TOP OF PLY DECK fa% k v t [V X � ,s - r ! x 1 PC 11/4„x14" TIMBER- STRAND LSL RIM BOARD r X _�EL- +17'f8�� ,j 2 T ` x `"� TOP OF WD PLATE 4 S ft, ; -4 t ' EI } DBL 2"x6" SYP No.2 PLATE %F '/2 " CDX PLYWOOD WALL Q Q SHEATHING FASTENED W J W 00 Sd COMMON NAILS @6". OC EDGES AND 6" OC FIELD. 117/ toTJI/PRO 3510 _j W < `. „ FLOOR JOISTS ® 16„ O.C. 2x6„ SPF #2 STUDS �J 0 � ® 16 O.C. 0 +;F « �, A r . 3/4 » T&G PLYWOOD, GLUE AND - Q S✓..,. :3•;,.!"fin. .,”:•.. s, ":.is+:::=y,�t� fS. ,,,,r. �i�k d,.s:•;'I'. ...! wa' �4Jwiif.!S:IL. "'�. e� �� r 4�,r r,;; �w �'�f;J'�;yy��`�1; R t L7 x ,. w r i '�' FASTEN W/ 10„d COMMON WIRE _ �> NAILS ® 4 O.C. EDGE AND LJ 3pcs 2x6 SPF NO.2 STRUCTURAL ,,r 3 3pcs 2x6 SPF NO.2 STRUCTURAL Q MULL. SPLICE TOGETHER w/ 2 ROWS err S-4 MULL. SPLICE TOGETHER w/ 2 ROWS 6' O.C. FIELD 2 x6 P.T. SYP No.2 BASE � rJ, to _ = PLATE m 12d COMMON WIRE NAILS © 12” O.C. CJ r � 12d COMMON WIRE NAILS ® 12” O.C. a L,J U 1." p — H � ef,ti i tt ,,,Y�y�ic ,�.,� s ,s,ti z ;a Y, 3 u. a _ . TOP PLY ECK 4y't- ^aT. =. ..t ,'.«lt._';9 r•.c',r �4._>.va. Y ,' ....r, L.1%, '�K la. :a:C7�,..2..d ., :i 9t�;4 'e_�l_, ..i _�..�+ha ��ti -co L. +9 2 a I � f OF D z 1 pc 11/4"x117/8" TIMBER- STRAND LSL RIM BOARD �J Q EL. YTi_Lz .__ ..._ p T TOP OF WD PLATE 0 X x P.T. 2x8 SYP #2 PLATE W/ EL. +8'-O" [� (0 '/2"x12" ANCHOR BOLT W/ TOP OF CMU WALL 2"x2"x'/a" PLATE WASHER 8" CMU WALL w/ - @ 24" O.C. 1 -#5 VERTICAL IN Cl rn CONCRETE FILLED r, CELL © 48' O.C. O .� d x ,;, ,., 8 CMU WALL w 1#5 - .,� SEE DETAIL 1/S-4 w VERTICAL IN CONCRETE " 1-#5 VERTICAL FILLED CELL @ 48" O.C. BALLOON FRAMED ; FIRST TWO CELLS BALLOON FRAMED Q STRUCTURAL MULL, ;; STRUCTURAL MULL, SEE DETAIL 2 S-3SEE DETAIL 2 S-3 1-#5 CONT. -- O CJ b O CONC. SLAB cv X x x x x xx �' x cv ON GRADE, x x SW�2 �2 W-2 O O2 SW- 2 I SEE PLAN - EL. '+O'-O"_ _ xo axSW-2x xSW_2xo oxx x _.x _ X_ 8" CMU STEM WALL W/ #5 DOWEL W/ STD HOOK. 13'-9" 5-6" 4'-7 15/16" 9'-9 1/8" 4'-7 15/16" 5'--6" 13'-9" r- III— I III II—I II� SPACE TOMATCH WALL REINFORCING AND Q 4 „ III—I I II I I-- I DRAWN 1'-29/,g” 3'-2 3/4" 3'-2 3/4" 1°-28/16„ O.C..GROUT ALL CELLS I ISI I I—III- SOLID BELOW GRADE cFMcLC KEd 12"x24" CONTINUOUS CONCRETE FOOTING, CCK CCK DATE 3RD LEVEL WALL PLAN z SEE PLAN AN SC FOOTING SC07/09/01 u ISCALE SCALE: 1/4" = 1'--0" —� 1/4)p = 1'-0" JOB NO. � 1) ALL INTERIOR LOAD BEARING WALLS SHALL BE CONSTRUCTED W/ DBL 2"x4" SYP w E01-117 �I No.2 TOP PLATE, 2"x4" SPF No.2 STUDS @ 16" O.C., AND 2"x4" P.T. SYP 2'-0" 3" CLR SHEET v' No.2 BOTTOM PLATE, MINIMUM. SECTION 2) ALL FLOOR BEAMS SHALL BE 2.0E PARALLAM PSL BEAMS AS MANUFACTURED BYTRUSS JOIST OR EQUAL.CID (2) SCALE: 3/4" = 1'-0" 0 3� 86AC9 SHEET 4 OF 8 UPLIFT CONNECTOR AT REVISIONS BY TOP AND BOTTOM OF 8" CMU, - EACH STUD, SEE SCHEDULE SEE PLAN EXAM_ BOUNDARY OF PANELLEDGE.LE OF UNSUPPORTED UNSUPPORTED PANEL O EDGE IS 2x6 1-#5 VERTICAL SHEARWALL OR TYPICAL CONDITION UNLESS BLOCKING IS REQ'D P.T. SYP #2, FASTEN FIRST TWO CELLS DECKING TO CMU W/ 5/8"Ox6" HILTI BY SCHEDULE OR NOTES. KOK BOLT II ®24 O.C. STUD WALL NU ER OF FULL HEIGHT FRAMING, STL S EACH SIDE OF +' SEE PLAN OP4VING, SEE PLAN HEADER, SEE OR CHE ULE GYPSUM BOARD— PLANS OARD—PLANS OR PLYWOOD ' PLYWOOD SHEARWALL TQ ER STRAPS, WOOD PANEL SEE UPLADT SCHEDULE EXAMPLE; OF PANEL MASONRY WALL CONNECTION SHEARWALL, EDGE W/� BLOCKING SEE PLAN ROUGH OPENING WHERE REQUIRED BY DETAIL AND SCHEDULE HEADER SPAN TABLE SCHEDULE OR NOTES. 1 SEE ARCH NAIL SPACING AT J-3 SCALE: 3/4" = 1'- 0" HEADER WINDOW/DOOR JACK SUPPORTED EDGES, CLIPS OR CRIPPLE SEE NOTES OR BEAM MAX OPENING STUDS HOLDDOWN AT STUDS SCHEDULE 2pcs 2"x6" SYP NO.2 (2)2x10 SYP#2 4'-O" 1 FOUNDATION, u HEIGHTFULL STUDS 3.5"x9.5" 2.0E 8'-0" 2 SEE SCHEDULE Zcn PARALLAM PSL TYPICAL HEADER w Lu 5.25"x9.5" 2.0E 8'-0" 2 STUDS, ROOF TRUSSES, W z n PARALLAM PSL HEADER BELOW OR FLOOR J101STS = 0 Q� ~FASTEN EACH LAYER w/ CANTILEVERED JOISTS L w o 2 ROWS 12d COMMON < -J w 1pc 2"x6" SPF #2WIRE NAILS @ 12" O.C. NAILING TO INTERMEDIATE Q 0 JACK STUD EACH SIDE SUPPORT IS 6" OC MAX, LION (j v Q w m FRAMING AND STRAPPING NAILING PATTERN FOR SHEATHING 0 STRUCTURAL MULL uj AT TYPICAL WALL OPENING ON ROOF, FLOOR AND SHEARWALLS K�2� DETAIL 3 DETAIL 4 DETAIL Rz00 O '- � cn S- 3 SCALE: 3/a" = 1'- 0" 5---3 SCALE: NTS S-3 SCALE: NTS D a � z � 0:� o = U U 1'-2 7/8 66'_.5 112" 1,_2,/8„ 7'--4 13/16 2'_8" 14'_0 7/8" 2'-8" 1,^4„ 7'-8 3/8" 1'-4 2'_8 14'-0 7/8" „ / 2'_g" 7'-4 13/16 x sw-1 x 2 x (sW-1 x 2 x Lsw--1 x 2 x SW-1 x 2 x sw-1 x SHEARWALL SPECIFICATIONS x x h, SW-1 INSTALL / CDX PLYWOOD SHEARWALL SHEATHING OVER 2x6 SPF 2 STUDS z f '1 0 16" OC. FASTEN SHEATHING w/ 8d COMMON WIRE NAILS ® 3" o.c. EDGE 5 VERTICAL Q FIRST TWO CELLS S �R AND 6 o.c. FIELD. INSTALL SPF #2 BLOCKING AT ALL HORIZONTAL JOINTS. INSTALL THREE PIECES SEMCO RS150 AT EACH END OF SHEARWALL SEGMENT � W TO WALL FRAMING, FLOOR FRAMING, BELOW. FASTEN THE RS150 WITH ❑ I xui a _ 22-10d COMMON WIRE NAILS. a• m � sy Q I SW-2 INSTALL 1/7'' CDX PLYWOOD SHEARWALL SHEATHING OVER 2x6 SPF #2 STUDS —J w „ o �'° , '4 ��' FASTEN SHEATHING w/ 8d COMMON WIRE NAILS @ 3 o.c. EDGE Q O _ t �1 ' Ir pT w _ ;r ca AND 6" o.c. FIELD. INSTALL SPF #2 BLOCKING AT ALL HORIZONTAL JOINTS. 0 °7 N ? INSTALL TWO PIECES SEMCO RS150 AT EACH END OF SHEARWALL SEGMENT V W 2 J ,y, Fir �¢ TO WALL FRAMING, FLOOR FRAMING, BELOW. FASTEN THE RS150 WITH x J"� A^ m r x 22-10d COMMON WIRE NAILS. Q m �I rr W w SW--3 INSTALL 1/2" CDX PLYWOOD INTERIOR SHEARWALL SHEATHING OVER 2x4 SPF U 4 #2 STUDS (4 16 OC. FASTEN SHEATHING w/ 8d COMMON WIRE NAILS @ 3 W z Rx w1� ' f.wSa i;nsi + . k=JA4� z o.c. EDGE AND 6" o.c. FIELD. INSTALL SPF #2 BLOCKING AT ALL �J Q ti HORIZONTAL JOINTS. INSTALL ONE PIECE SEMCO SGP3 AT EACH END OF F- 0 SEGMENT TO INTERIOR MONOLITHIC CONCRETE FOUNDATION. -•-J a s i O ' bW "x " oc _ FASTEN THE SGP3 WITH 5/8" DIA. x 12" ANCHOR BOLT AND 24-16d COMMON El 1 Yy 4"x4" P.T. SYP No.2 POST — co 4"x4" P.T. S P No.2 POST I ORE NAILS. (3 LOCATIONS) O O3 LOCATIONS rry> >� 3 ( ) � �; 3 SW---4 INSTALL 1/� CDX PLYWOOD INTERIOR SHEARWALL SHEATHING OVER 2x4 SPF x INTERIOR SHEARWALL ' 2 STUDS C� 16" OC. FASTEN SHEATHING w 8d COMMON WIRE NAILS ® 3" W INTERIOR SHEARWALL # / x x SW-4 x ; :::s�. �� :�.�'�s '.; �r 3s ., .� „ .,,-. R„ ;:r .,r. ;•^ ,y, ;'. i. SW-4 o.c. EDGE AND 6 o.c. FIELD. INSTALL SPF #2 BLOCKING AT ALL wlea.... z7.?.. ._. 't t..:s..,?rrt r=.z... -3a,.�,v "(l:fr a ?} ". 5 �. `cX .-.' .' x x y, HORIZONTAL JOINTS. INSTALL THREE PIECES SEMCO RS150 AT EACH END OF Y'`01 i' , ¢.J `:'..:r..��. gp F SHEARWALL SEGMENT TO WALL FRAMING, FLOOR FRAMING, BELOW. FASTEN THE RS150 'WITH 22-10d COMMON WIRE NAILS, BEARING WALL BELOW BEARING WALL BELOW cn � ai � INDICATES ONE PIECE SEMCO SGP3 8" CMU WALL w/ n X INDICATES TWO PIECES OR THREE PIECES SEMCO RS150, SEE PLAN 1-#5 VERTICAL IN x CONCRETE FILLED x INDICATES THE NUMBER OF FULL HEIGHT 2x6 STUDS EACH SIDE OF THE CELL 48" O.C. o s: ® WINDOW OR DOOR OPENING. INSTALL TWO PIECES FULL HEIGHT STUDS EACH SIDE MINIMUM. ADD STUDS AS REQUIRED TO THE EXISTING WALL FRAMING. NOTES: :5 1) SEE DETAIL 4/S-3 IF-OR TYPICAL SHEATHING NAILING PATTERNS. SEE DETAIL n=. 2) SEE FLOOR PLANS FOR SHEARWALL LOCATIONS, BALLON FRAMED 4 p BALLOON FRAMED 3) AT SHEARWALLS WITH END REACTIONS OVER WOOD BEARING WALLS, PROVIDE STRUCTURAL MULL, r, 1-#5 VERTICAL 1/S-3 STRUCTURAL MULL, I (3)2x6 SPF#2 POST IN WALL AND FASTEN w/ 3pcs SEMCO RS150 CONTINUOUSLY SEE DETAIL 2/S-3 s sr� FIRST TWO CELLS SEE DETAIL 2/S-3 ;:1 cD DOWN TO CMU WALL BELOW. V 4) AT SHEARWALLS WITH END REACTION OVER WOOD BEAM, STRAP END STUDS � _ x _I TO BEAM WITH 3 PCS SEMCO RS150 CONTINUOUSLY TO SUPPORT POSTS AND FINALLY TO CMU WALL BELOW WITH 1 PC SGP-3. DRAWN x 0 x �__,) X _FT- _ __ _ .0 x SW-1 x �3 T 0 x sw�] x �2 2� x MLC CHECKED 13'_9" 7'-6 13/16" 8'-0" 5'-5 13/16" 8'-0" 7'-6 13/16" 13,-9„ CCK 00 1'-2 1/16" .. .��..� _ 1,_2+/is 07/09/01�� AT SCALE 3 2ND LEVEL WALL PLAN '/4'JOB NQ'-011 j' SCALE: 1/4" = 1'-0" E01--117 to SHEET 1) ALL INTERIOR LOAD BEARING WALLS SHALL BE CONSTRUCTED W/ DBL 2"x4" SYP % No.2 TOP PLATE, 2"x4" SPF No.2 STUDS ® 16" O.C., AND 2"x4" P.T. SYP ao No.2 BOTTOM PLATE, MINIMUM. ` 2) ALL FLOOR BEAMS SHALL BE 2.0E PARALLAM PSL BEAMS AS MANUFACTURED BY c TRUSS JOIST OR EQUAL. 30 r7 864C# V'• SHEET 3 OF 8 WINDOW WINDOW REVISIONS BY WINDOW/DOOR ROUGH OPENING ROUGH OPENING ROUGH OPENING 1 pc 2"x8" SYP 1-#5 VERTI AL 1- 5 VERTICAL 2-#E5 VERTICAL 2-- 5 VERTICAL -\\ 2--#5 VERTICAL INTERIOR P.T. No.2 FIRST CELL FIRST CELL FIRST CELL SECOND CELL SECOND CELL „BUCK" ------- - 1-#5 VERT. -# :.: 1 5 VERT. ,;'. ; 2-#5 VERT. 1-#5 VE TICAL 1pc 2x8 P.7. SYP 1-#5 VERTICAL 1pc 2xj J "T8 P.T. SYP 1---#5 VERTICAL # FIRST CELL No.2 "BUCK" @ 48" 0..C. No.2 "BUCK" @ 48" O.C. 1---#5 VERT. 1--#5 VERT. EXTERIOR F-7-1 OPENINGS UP TO 3'- 0" OPENINGS OVER 3'---- 0►" OPENINGS OVER 8'- 0" a TO 8- 0" TO 18'— 0" 8" CMU CORNER 8"x8" CMU COLUMN 1-#5 VERT. 1-#5 VERT. 1-#5 VERT. 1 DETAIL 2 DETAIL 3 DETAIL 4 DETAIL r5 DETAIL 6 DETAIL S -2 SCALE: 3/ " = 1'-0" S� 2 SCALE: 3/ " = 1 '-0" S-2 SCALE: 3/ " = 1'-0" 1-#5 VERTICAL EACH CORNER, S_2 SCALE: 3/4" = 1'-0" S- 2 SCALE: 1 '/2" - 1'-0" S-2 SCALE: /a" = 1' -0" a a a INTERSECTION, AND @ 48" O.C. u FILL CELL SOLID W/ 3000 psi 2"x4" SPF #2 STUDS @ Z CONCRETE 16" OC, SEE PLAN w FOR OPENINGS OVER 6'-0" TO 25" LAP MIN. j z o 16'-0" WIDE, PROVIDE 2-#5 TOP '/2"x8" ANCHOR BOLT IL= c- 0 AND #3 TIES @ 8" OC 1-#5 VERTICAL @ 48" O.C. 2x4 SYP No.2 @ 24" OC w/ 2"x4" P.T. SYP No.2, - QWD � 2-#5 BOTTOM FOR OPENINGS OVER 3'--0" _ FILL CELL SOLID W/ 3000 psi ,4 PT PLATE 2x2x'/8" WASHER FASTEN TO CMU w/ 5/8"4x6" Q uj • CONCRETE (EXPANSION BOLT NOT HILTI KWIK BOLT II @ 24" O.C. _ TO 6'-0" WIDE, PROVIDE Q-' Q v 2---#5 TOP & BOTTOM & #3 #5 HORIZONTAL 1-#5 VERT. U f - Q SLAB ON GRADE, PERMITTED WITHIN 4 Q • bi TIES @ 8" O.C. z TIE BEAM REINFORCING SEE PLAN OF SLAB EDGE) m 2-#5 CONTINUOUS 8 CMU WALL o ° Q ¢ 8" CMU, vii J . _ UP TO 6(AD '-0" WIDE ° k x x°4 0 _`i .; SEE PLAN T 0 o x- ^. x k Z 8" PRECAST LINTEL N 8" CMU WALL „ SLAB ON GRAfDEO o (TYPICAL) + ZONTAL THICKENED � ` , ❑ � � v OVER 8'-0” OVER 3'-0" TO 3'-0" WIDE - E B�AIM REINFORCING 10X20 SLAB W/ 2-#5 CONT a SEE PLAN STUD WALL FRAMING, U) Z Q TO 18'-0" WIDE TO 8' -0" WIDE NOTES: 1'-8" SEE PLAN ov 1 FOR OPENING LOCATIONS, _ TYPICAL LINTEL ABOVE OPENINGS SEE ARCH ,DRAWINGS. TYPICAL CORNER SPLICE INTERIOR LOAD BEARING WALL WOOD STUD TO u 2) PROVIDE 8 BEARING EACH TYPICAL HORIZONTAL SPLICE MASONRY WALL CONNECTION 7 DETAIL SIDE OF OPENING. 3) GROUT LINTEL SOLID. g SECTION rq ' SECTION ,0 SECTION 11 DETAIL S-2 SCALE: NTS S-2 SCALE: 3/4" = 1'-0" 5-2 SCALE: 3/a" = 1'-0" S� 2 SCALE: 3/a" = 1'-0" S� 2 SCALE: 3/4" = 1'-0" 66'-5 1/2" _ _ GARAGE DOOR HEADER INSTALL 2pcs '/2 0 x 6" Pi T BEAM IANQ REINFORCING ANCHOR BOLTS W/ 2x2 x 1/8 I IAS PER PLAN PLATE WASHER AT MI SPAN 3 -8 3/8 3'-4 3/4" 3'-8 3/81 I FOR SPRING BLOCK Al z 2'-11 2 -8 11 -7 ' 21-8 8'-0 8'-0 2 --8 11 -7 2 -8 2'-11 I --I------ — -----. ------ _.._..__----.__L_ I Q 2-#5 VERTICAL 1-#5 VERT. IN CONC. FILLED ----____ ___-.._..._._---- ______-______ J CELL TO WINDOW SI HEIGHT I I® ®I I I I I I C� ED CJ C7 C] ❑ ❑CD ❑ 1 CI C7J CIC1 ❑ 0 . , : ,0; : CJ C1 ' - = „ » 5 VERTICAL - #5 VERTICAL i i 2x8 SYP No.2 # L N r' EACH FACE o ❑ p a EACH FACE I I P.T. PLATE 1 Cp 1-#5 VERTICAL IN I AS PER PLAN �� i AS PER PLAN (� N E] 1-#5 VERTICAL IN CONCRETE FILLED cv I I® CONCRETE FILLED SEE DETAIL 2/S-2 SEE DETAIL ` I I I I C CELL @ 48 O.C. I I I I L CELL @ 48" O.C. 2/S--2 I w4' T_ SEE DETAIL 1/S-2 SEE DETAIL 3/S- I -.� 0 NING #5 VERTICAL Q W Q I I �� I I EACH FACE SEE DETAIL 1/S-2 ❑ '� #5 VERTICAL I 18 - -0 I I AS PER PLAN 0 Q I I� GAR OO � ® o EACH FACE I I I I FIRST TWO CELLS AS PER I I I I , „ _ PLAN I I I I INSTALL 5pcs /2 x 6 ANCHOR W v CD 1--- I I I BOLTS @ 24" O.C. MAX. W/ 2"x2"x'/s" Q ❑ Q Q I� I� �� PLATE WASHER AT INTERIOR FACE OF m m _., II II® SII II WALL OPENING EACH SIDE TO RECEIVE Q o z II II II II 2"x8" P.T. WALL/DOOR PLATE. (n O -' I o II ►I FOUNDATION SLAB II I� z Q Q I II II II II Z Q 00 4"x4" P.T. SYP No.2 POST - 0 4"x4" P.T. SYP No.2 POST c0 w/ 1pc SEMCO SGP3 z ❑ w/ 1pc SEMCO SGP3 f 17'-11" �- �I W (3 LOCATIONS) ¢ 10 (3 LOCATIONS) I I f I I Q SEE DETAIL 3/s-2m s-2 GARAGE DOOR "BUCK" FASTENING TO CMU W U 2pcs 2"x4" SPF No.2 © CI UI o 0 2pcs 2"x4" SPF No.2 I STUDS A7 HEADER BEAM / 4° 12 DETAIL (— BEARING, EACH END n 8 CMU WALL w STUDS AT HEADER BEAM 1-#5 VERTICAL IN BEARING, EACH END DBL 2"x10" CONCRETE FILLED 2-#5 VERTICAL 5--2 SCALE: 1/2" = 1'- 0" SYP No.2 HEADER CELL @ 48" O.C. DBL 2"x10" _ ❑❑ SYP No.2 HEADER - 8"x16" CMU/CONC. - 8"x8" PRE-CAST LINTEL SW SW- ❑ SW- o TIE BEAM AS PER PLAN W/ 2-#5 AS PER PLAN El INTERIOR LOAD BEARING WALL INTERIOR LOAD BEARING WALL - 0 "-1---#5 VERTICAL IN DBL 2"x10" C° CONCRETE FILLEDll/S-2 _ ----- ----- -- T ------ SYP No.2 HEADER E7 SEE DETAIL 11/S-2 CELL @ 48" O.C. 1-#5 VERTICAL IN _ 1-#5 VERTICAL IN CONCRETE FILLED CONCRETE FILLED o co SEE DETAIL 1-#5 VERTICAL IN CELL @ 48" O.C. I CELL AT BEAM BEARING LOCATION 5/S--2 CONCRETE FILLED CELL 2-#5 VERTICAL 2-#5 VERTICAL AT BEAM BEARING LOCATION ❑ SEE DETAIL b ® 1-#5 VERTICAL IN 6/S-2 CONCRETE FILLED SEE DETAIL 5/S-2 C° CELL @ 48" O.C. _ 1-#5 VERTICAL 8" CMU WALL DRAWN w ❑ AS PER--PLAN FASTEN 2x8" P.T. MLC T G ® ® ® L7 EI CI CD CJ Cl CI L�] CD ® ® ® CQ ------ - SYP No.2 WINDOW/DOOR CHECKED - BUCK TO 8" CMU W/ CCK '/4"Ox23/a" TAPCONS DA FE SEE DETAIL 4/S---207/09/01 O 24 O.C. INSTALL 14'- 3 1 2" 14'-1 1/2" 13�_9�� S C MINIMUM EACH ,SCALE N 13'-7" / 2 --8 2 8 2"x8" P.T. SYP 1/4 = 1 -0 _ No.2 WINDOW JOB N0. DOOR BUCK L E01-117 N ,s 3'-0 7 16 SHEET '^ _ 1) ALL INTERIOR LOAD BEARING WALLS SHALL BE CONSTRUCTED W/ DBL 2"x4" SYP WINDOW DOOR BUCK FASTENING TO CMU '2 1 ST LEVEL WALL PLAN No.2 TOP PLATE, 2"x4" SPF No.2 STUDS @ 16" O.C., AND 2"x4" P.T. SYP r17� DETAIL co No.2 BOTTOM PLATE, MINIMUM. 0 SCALE: 1/4" = 1'-0" 2) ALL FLOOR BEAMS SHALL BE 2.0E PARALLAM PSL BEAMS AS MANUFACTURED BY S-2 SCALE: 1/2" = 1'-0" 0 TRUSS JOIST OR EQUAL. 307 B64e. Al AV. SHEET 2 OF 8 DESIGN CRITERIA (""'REVISIONS BY SLAB ON GRADE, DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE 1994 STANDARD BUILDING CODE. 8" CMU WALL w/ 1 #5 - 8" CMU WALL rw/ 1 #5 - _ SEE PLAN 2-#5 CONTINUOUS VERTICAL IN CONCRETE VERTICAL IN CONCRETE SLAB ON GRADE, WIND LOAD DESIGN PER SECTION 1606.2 FILLED CELL © 48" O.C. FILLED CELL 4.8" O.C. SEE PLAN Q x ° x �Xa4 °� X 4 LIVE LOADS: ROOF & CANOPIES 20 PSF J �� x� ° 'Q x ° • `° FLOORS 40 PSF 1-#5 CONT. �, . BALCONIES 60 PSF CONC. SLAB N cw 10"X20" THICKENED ° * 4 x X .° ON GRADE, SLAB ON GRADE, SLAB W/ 2-#5 CONT a „ ALLOWABLE UNIT STRESSES EL. +0'-0" SEE PLAN EL +0'-0" SEE PLAN 1'_8" `- _1 0 CONCRETE: (PER ACI 3118) 4 ° MASONRY: (PER ACI 530) �--o-x --x-X -X-X ' 8" CMU STEM WALL W/ � ° 4 ° STRUCTURAL STEEL: (PER AISC) 1-1 I I-III=III=1 _ #5 DOWEL W/ STD HOOK. SECTION 3 SECTION 5 SPACE TO MATCH WALL CONCRETE: ISI I I=I I II I I-. 1---#5 CONTINUOUS SCALE: 3/4" = 1'--0" S-1 SCALE: 3/4" = 1'-O" S-1 SLAB ON GRADE f'c = 3000 PSI __I I ITI I I -I REINFORCING AND @ 48" O.C..GROUT ALL CELLS CMU CONCRETE GROUT f'c = 3000 PSI TI I I -III—III- SOLID BELOW GRADE g" CMU STEM WALL W/ 3/ " DEEP SAWCUT w/ SLAB ON GRADE, MASONRY f'm- 1500 PSI 12"x24" CONTINUOUS 12"x32" CONTINUOUS - - - 5 DOWEL W STD HOOK. SLAB ON GRADE, ELASTOMERIC SEALANT SEE PLAN CONCRETE FOOTING, CONCRETE FOOTING, SPACE TO MATCH WALL SEE PLAN STEEL BOLTS ASTM A615 - GRADE 60 SEE PLAN AND FOOTING o SEE PLAN AND FOOTING � STEEL BOLTS ASTM A325 I REINFORCING AND C� 48" TUBE STEEL COLUMNS ASTM A46 SCHEDULE SCHEDULE �, O.C..GROUT ALL CELLS ,� co U U ALL OTHER STEEL ASTM A36 - - -- SOLID BELOW GRADE ,� -x X x ,maxcn 8"x`12" THICKENED 12„ WELDING ELECTRODES ASTM A---233 E---70XX Z w �� 3" CLR 2,,8„ � EDGE W/ 1-#5 CONT. I� �I SOIL BEARING PRESSURIE 2500 PSF -.w a 2'-0 f 3 C R NOTES: REINFORCED CONCRETE l z w a TYPICAL THICKENED EDGE 1) PROVIDE SAWCUTS TO CREATE r-- w D � SECTION 1 SECTION 2 APPROXIMATE 20' X 20' MAXIMUM ALL ACI 3 8NCRETE AND AC10RK 301.SHALL CONCRETEORM TO THE M X DESIGNSSHALLBENTS OF THE SUBMITTED FOREST THEEREVIEW OF < ¢ j � SCALE: 3 4" = 1'-0" S-1 SCALE: 3 4" = 1'--0" S 1 SQUARES AND APPROVAL OF THE' STRUCTURAL ENGINEER. `t Q / / SECTI D 2) SAWCUT CONCRETE SLAB WITHIN 4 Q w 4 TO 12 HOURS OF CONCRETE PLACEMENT. UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM COVER FOR REINFORCING SHALL BE AS U a m SCALE: 3/4" FOLLOWS: v w SLAB CONTROL JOINT FOUNDATIONS 3" _ 0 o SLABS ON GRADE CENTERED a- z o 0 DETAIL 6 ALL REINFORCEMENT SI-HALL CONFORM TO ASTM A615, GRADE 60. ALL WELDED WIRE � 21'-10" TO STEPDOWN 21'=10" TO STEPDOWN FABRIC SHALL CONFORM TO ASTM A185. � ul Q SCALE: 3/4" = 1'_0„ S-1 Cy- o 3' 8 3/8" 3'-4 3/4" „ 3'-8 3/8" , ALL HOOKS IN REINFORCING BARS SHALL BE ACI STANDARD HOOKS. Z v 2'-11' 2 -8 11 -7' 2 -8' 8 --0 ' 8 -0 2'-8 1l'-7" 2 -8 2'-11 � U ALL CONCRETE REINFORCEMENT SHALL BE DETAILED, FABRICATED, LABELED, SUPPORTED F1 F1 - 2#5 VERTICAL AND SPACED IN FORMS AND SECURED IN PLACE IN ACCORDANCE WITH THE PROCEDURES AND REQUIREMENTS OUTLINED IN THE LATEST EDITION OF THE 'MANUAL OF STANDARD 0 0CJ El_ - ElC1 0 EJ C� 0 0 LJ CI C7 0 0 0 0 0 p 'N PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES', ACI 315. BAR SUPPORTS - - - - - - - - - - - - - - - � - CI - - - - - - - - - - w_ ___ - � - � E I o SHALL BE PLASTIC DIPPED AFTER FABRICATION. 0 0 I I Al I ALL REINFORCING SPLICES SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION 0 I I I I OF ACI 318, BUT IN NO CASE SHALL BE LESS THAN 40 BAR DIAMETERS, U.O.N. ALL El 0 3 I I Q I I 3 0l 1 2#5 VERTICAL WELDED WIRE FABRIC SHALL BE LAPPED TWO (2) MESH PANELS AND TIED SECURELY, 1 v I L7 IWHERE REQUIRED, DOWELS SHALL MATCH SIZE AND NUMBER OF MAIN REINFORCING, U.O.N. co co I I 1 I I I I MASONRY RECESS TOP OF SLAB Oq ( 1 (� O 2'- 6"x2'-6"x1'-0"d MONOLITHIC ( ALL LOAD BEARING WALLS AND EXTERIOR WALLS SHALL BE COMPOSED OF ASTM C90, GRADE 3/4" AS REQ'D FOR I I I I I I POST FOOTING w/ 3--#5 EACH WAY I N-1 HOLLOW CONCRETE MASONRY UNITS WITH ASTM C270, TYPE "S" MORTAR. OVERHEAD GARAGE DOOR I El I 2 (TYPICAL 4 LOCATIONS) 4 ALL EXTERIOR CMU WALLS SHALL BE REINFORCED FULL HEIGHT IN A GROUT FILLED CELL S-1 WITH 1#5 AT: a I I CD I 1 SLOPE I EACH CORNER, WALL ENDS, WALL INTERSECTIONS, SLOPE ;n _ I , o EACH SIDE OF OPENINGS, U.O.N. W ,� �, I 0 1 0 o w i q A I I AND AT A MAXIMUM SPACING OF 4'-0" O.C., UON. U 0 _ 4 I _ EL. -0'-4" I I I I I I EL. -0'-4" l/lLAP VERTICAL BARS 48 DIAMETERS WITH WIRE TIES. S-1 _ ELS. +0 -0 1 I _ EL. -+-0 -0' � I i 4" CONCRETE SLAB w WWF 6x6-W1.4x1.4 ON RECESS TOP OF SLAB GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT IN 5'-0" MAXIMUM LIFTS. DO W 6 MIL VAPOR BARRIER ON TERMITE TREATED I I I I I I 3/4" AS REQ'D FOR I NOT BEGIN PLACEMENT OF GROUT UNTIL ALIGNMENT OF CELLS ARE INSPECTED AND [] 0 _ APPROVED. GRADE PREPARED PER GEOTECHNICAL REPORT. I 0 I o „ OVERHEAD GARAGE DOOR o z U) i 1 TOP OF SLAB ELEVATION +0'- 0 V SEEP I I �r SEP I I FILL ALL CELLS SOLID BELOW FINISHED GRADE. 0 W = I I I r 3'�-0"x5'--0"x1'-0"d MONOLITHIC I `a 0 I PROVIDE HORIZONTAL JOINT REINFORCEMENT IN WALLS AT 16" O.C. VERTICALLY, UON. IN 0 I 6 POST FOOTING w/ 4-#5 LONG WAY o 2#5 VERTICAL ADDITION, INSTALL JOINT REINFORCING IN THE FIRST TWO MORTAR JOINTS ABOVE AND F- w m C) I I J1 AND 6-#5 SHORT WAY. I I BELOW OPENINGS, EXTENDING AT LEAST 24 INCHES BEYOND THE OPENING. Q v LAP JOINT REINFORCEMENT 6 MINIMUM. z N I I ( ( S I I O (TYPICAL 2 LOCATIONS) N Q E.1r _ - - - - � - I- - - - - w - - _ 2#5 VERTICAL o ALL PRECAST OR POURED LINTELS SHALL BE REINFORCED WITH TWO #5 TOP & BOTTOM � � SAWCUT JOINT I 0 I SAWCUT JOINT p I I WITH #3 TIES @ 8" AS A MINIMUM (U.O.N.) AND HAVE A MINIMUM MASONRY END BEARING OF 8". Q _ _ — �. __ — .J _ _ - __. 4x1.4 ON I MASONRY WORK SHALL BE INSPECTED IN ACCORDANCE WITH ACI 530.1. 0 1 I I 4 ONCRETE SLAB w/ WWF 6x6 W1. I 1 (DI I 6 IL VAPOR BARRIER ON TERMITE TREATED SUPPLEMENTARY NOTES S� 1 I 6 I Cl I GR DE PREPARED PER GEOTECHNICAL REPORT. ❑ CJ I S-1 TO OF SLAB ELEVATION +0'-0". I 1 - VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. 00 COORDINATE OPENINGS„ SLEEVES, AND EMBEDDED ITEMS WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS. 1 „ . +0'-0" 1 THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR 0 6„ISE I I ❑ I ( 6'� STEP EL I I o CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, SEQUENCES, ACTS AND/OR v I I U I I OMISSIONS OF THE CONTRACTOR, OR ANY OTHER PERSONS PERFORMING WORK, NOR FOR I 5 11 I Q I 1 I ¢ I 1 I ( THE FAILURE OF ANY OF THEM TO CARRY OUT WORK IN ACCORDANCE WITH THESE C° I CONTRACT DOCUMENTS. I � I I I L - - - - - - S-� L J V- - 1 - _ - - __ ❑ CJ PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING, OR OTHER MEANS TO AVOID Nr �❑ ❑ 0 0 n 0 LJ 0 C7 ❑ 0 0 0 [] C1 00 EXCESSIVE STRESSES AND TO HOLD STRUCTURAL ELEMENTS IN PLACE DURING r � - _._. - - _..,_ ...- - _._.. - -... - � - .._. .- - ...� ..� - �._ �... �. - ____ - � CONSTRUCTION. F1 F1 IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED, OR UNSTABLE SOIL, Y THE ENGINEER SHALL 13E NOTIFIED. 14'-3 1/2” 2'-8" 2'-8" 14'-1 1/2" - 13'--9" WIND LOAD DESIGN CRITERIA WOOD TRUSSES �4- 3'--07/is 1'-2'/,s" WIND LOAD BASIC 110 MPH TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS INDICATING ACTUAL TRUSS LAYOUT, l'-2 /16 DESIGN, WIND UPLIFT AT BEARING LOCATIONS, NUMBER AND TYPES OF TRUSSES, ETC. IMPORTANCE FACTOR 1.0 MEAN ROOF HEIGHT 35.0 FT SHOP DRAWINGS AND CALCULATIONS SHALL BE SIGNED AND SEALED BY A REGISTERED FLORIDA ROOF PITCH 4/12 PROFESSIONAL ENGINEER. TRUSS MANUFACTURER SHALL COORDINATE AND. VERIFY ALL TRUSS (18.4 DEGREES) DIMENSIONS AND DESIGNS WITH ARCHITECT'S DRAWINGS. DRAWN FOUNDATION AND GROUND FLOOR PLAN- F�o o TI N G SCHEDULE VELOCITY PRESSURE 31.5 PSF ,/ ROOF FRAMING PLAN AND TRUSS TYPES ARE DIAGRAMATIC AND ARE INTENDED TO INDICATE (7MLC SCALE: 1/4" = 1 -OBOTTOM REINF. TOP REINF. ' " DESIGN CONCEPT ONLY FOR ROOF CONFIGURATION. CHECKED TYPE LENGTH WIDTH DEPTH REMARKS ROOF TRUSSES SHALL BE DESIGNED FOR END OR INTERIOR ZONE UPLIFT PRESSURES AS CCK PLAN NOTES: LONG WAY SHORT WAY LONG WAY SHORT WAY DATE 1) TOP OF GROUND FLOOR SLAB DATUM ELEVATION 0'-D". APPLICABLE. UPLIFT FOR INTERIOR ZONE TRUSSES SHALL BE COMPUTED USING INTERIOR 07/09/01 2 TOP OF INTERIOR FOOTING ELEVATION -2'-0". � F1 CONT. 2'-0" 1'-0" 3---#5 #3 C� 48"ac SEE NOTE 2) ZONE PRESSURES. o�p ) „ SCALE CRITERIA 1/4" 1'-0" 3) TOP OF EXTERIOR FOOTING ELEVATION -2'-0". O F2 CONT. 2 -8 1 -0' 3-#5 #3 O 48"oc - EL. -2'-0" T.O.F. ROOF LIVE LOADSIG - T 4 FOR REINFORCING AT MASONRY OPENINGS, SEE DETAILS ON SHEET S-2 Z - - . . 20 PSF rDEAD LOAD . . . . . . . . . . . . . . . 20 PSF Boa No. 5) 'TE' DENOTES THICKENED EDGE OF SLAB PER DETAIL 4/S--1. O 2'-6 2 -6 1 0 3--#5 3-#5 MONOLITHIC E01 -117 MIN. DEAD LOAD-ASPHALT SHINGLES. . . . . . . . . . . . . . . 10 PSF SHEET 6) FOR DIMENSIONS OF WALL OPENINGS SEE ARCH PLANS. OB 3'-0" 5'-0" 1'-0" 4-#5 6---#5 f - MONOLITHIC I TILE ROOF. . . . . . . . . . . . . . . . . . 15 PSF cl) NOTES: WIND UPLIFT. . . . . . . . . . . . . . . . PER SBCCI 1) WALL FOOTING F---1, F-2 ARE CENTERED ON OF 8" CMU WALL, SEE SECT. 1/S-1 & 2/S-1. BRACE BOTTOM CHORD AS REQUIRED FOR WIND UPLIFT. �f S - 1 COORDINATE ROOF ANO FLOOR TRUSS LOCATIONS WITH PLUMBING WALLS AND HVAC EQUIPMENT ' d SO AS TO AVOID CONFLICTS. SEE MECHANICAL DRAWINGS FOR EXACT LOCATIONS OF DUCTS, 9 30 BOXY AvbSTACKS, PIPES, ETC.OSHEET 1 OF 8 - I — _ o ILI LL lelLu I l LL rr LU n� I 111 u \ Lu LU r _ \ < h U J� w T _�'j , - 3x C j - p IU th 0- r I ._ _ I \✓ ---- 0 u OL , LLr LU L LLI w LU LIA LLI LU 27 z ulth cl OL _ lu <•� I 6 kev151on Date G. Glass ArOite'.Wre Project Man agement / g DQ/5irle, 1159 Gail Drive \ / " (tl0b)a634 093orqio 3019 PROJEGT v ; u GC.7L.L. I NS RE ESI DE=NGE TITLE L I BHT I NCa �1�1D 301 064cw# AVt ErLE=GTRIG/1�-4L PLANS � DHG. Na. E j DATE -/mss/GI SCALE i 00 NOT SCaI-E CHECK /J1. 0IMEN510NS ON SITE MICHAEL C. CLASS �D 2C07 � j. I I _ I I ` ISI I I -- -•..•--� �; 1 F•-_ it _ AMG HIPTH OF 5TRa,TURE 11]1 HL LL ;//'' r Ll - - --- I NORTP ELEVATION 1/4II ' II-7LI I AA 51MILAR A5 I FuLL HT. J WIDTH of 5TRRG1Uf�_ I �I —moi - • I ` I I 1[ IE E ]L- Jill III I- - - __ - - - - __ _� Elm r - - GENERAL NOTE UNLESS NOTED OTHER DIMENSIONS AND NOTES SHOWN FOR RIGHT (EAST) i SIDE OF DUPLEX ARE COMMON FOR ---- - - - _ =- LEFT (WEST) SIDE OF PROPOSED DUPLEX. WHERE IN BT VERIFY OU No. Revision Dote Architecture itectu nagernant I 1159 Gail Drive _ Atlanta, Geo r is 30319 (404) 634--Ar 93 1 \ / �- FRO GT - / COLLINS RE51 DENGE f /I-I Ifj '� C TITLE 3o Arl&# vo NORTH �N1� SOUTH ELEVATIONS THIS STRUCTURE TO BE 5Pf:: I N<LEREL> UN6. NO. G O�'�-�„� ELEVATIONTHROUC7,HOUT IN AGGORI:)ANGE w I TH THE REQU I REMENT5 OF NFRA 1 ESD _I DATE 5/4/01 56ALE _ + �/ q _ I 1 I —0 Do Not SGLF CHECK, ALL DUIENSION5 ON SITE MICHAEL C- GLASS 0 2Cb1 ,;I i 1 r I 5TANDIWv 5EAM 4 12 METAL ROOF R30 FOAMED TYPE �,/ i INSULATION TO UNDER- _ . 5/5" 4 PLY- `� � �j SIDE DECKING j C ENG j \ I SCC_ j NOTE - REP. 5TW1GTt DETAIL. AD-16T DET. IWULATION HT. A5 WCE55ARY AND PITCH 50 A5 j� NOT TO >=XCEED UPPER ( r d LEVEL _- OSP 5n NOTE - GYPC RETE YMENT THI5 LEVEL .d I FROM 145 Fr. DATUM �EXTERN T P. RAI9 Q 5M WALLS SEE PLANS IOR PARTITION LOCATIONS • IL - nL PREFIN15HEP -- T� _ NI �-- _ j NDOw AW 5TANDING SEAM - METAL ROOF 5H1NGL1~S ITY�'CEPAR MAIN C 2nd LEVEL -- METAL LOUVRES 5HVF ER5 (TYP) / _.,-_. ` .-.._i....... F— 5TUD HALLS AND CEILING OP 2° THK. R5 RIGID w GARAGE FIN15HED WITH 1/2" J � Ell z j7 / / �j��\`\� D TIME AT TI GM C NR GYPS M HAI._L BOARD I 139 ACKET(TYP) , TERRACE( 15t LEVEL INTERIOR BRNG. WALLS AT TERRACE i LEVEL ARE 2x65 0 16" CTRS. TYP. i i �,/ '�.\ \\ EL 145 _ _ j Ib PT. WIDE 5EGTIONAL OVERHEAD \ DOOR w/ APPLIED FACING / TRIM5 ✓ ~T UJB 5TE.LEVATIONEAST ELEVATION SECTION A - A �3 1/4" = 11-0" READ WITH TYPICAL NOTES EA5T ELEVATION DIAGRAMMATIC ONLY - READ WITH 5TRUCTRAL AND ARCHITECTURAL DETAIL INFORMATION i 24" GUT FROM bxs r j (..AMINATE FROM CVT � fl 2x12 (OR 51MJ 80ND0 AND 5AW GUT%WAGE5 I (VT FROM 4xb PREFIN1511ED 5TANDING, 5E METAL ROOF (TYP) 5R 4G<ET DET GENERAL NOTE UNLESS NOTED OTHER DIMENSIONS AND NOTES SHOWN FOR RIGHT (EAST) SIDE OF DUPLEX ARE COMMON FOR ROOF PLAN LEFT (WEST) SIDE OF PROPOSED 3 - DUPLEX. WHERE IN DOUBT VERIFY 1/0 - 1 -O WITH DESIGNER I ENGINEER DIAGRAMMATIC ONLY - RRAD WITH STRUCTRAL SAND TRU55 MFG',s PLAN5 I No. Revl5ion Date Mlehael � . GIaS Project4tMa agement Del n5 1159 G,�a Drive Atlanta, Geo r Ia 30319 .... (404) 634-993 307PR56&# Vb 7_IEGT COLL I N5 RE 51 DENCE ATLANTIC BEACH TITLER E=AST AND WEST E=L.E\/'5 / 5E(f T I O N DWG. NU. A 5 ° IF o DATE 5/4/01 SCALE •. DO NOT SCALE CHECK ALL. DIMENSIONS ON SITE MICHAEL C. GLASS (C) 2Col I I 1 r i, 151-51/211 V-01 NT5 ll-q 3/40 6'-1 3/b' 2'-4 1/2' 2141 24 - BATH 3 i F/i' . --� ��� I EQ EQ BED RM 3 BED RM 3 EQ EQ^ 'I . PECK _ DECK _ -Q / m 24 �� CART. RM. C, CRS'. I V �. .C'_5" - / 26 ' m N PAN 2c- PWDR P1111) 20!� 20 NET/BAR `� .... 1^r£T / E'AN 1 w - 41-4" `F-1 5/8" 1 1/2 HR" RATED I I/2 HR. FATED DOOR, FRAME AND •. b I DooR, FRAME AND HARDWAREHARDWARE j / DINING DINING �_ -- REF REF ' d3 b G u WALL WLL T. DN f _ _._. AND IDTH OF 51�RUG- RE �� ON KITGNENKITC HEN � � Z- 00 N ELEV � If _J , V /1� � EL ILJl L C_ ►� , --A 6'-5 l/8" VERIFY FROM EEGOND FLR UFFER C 3rd LEVEL PLAN uT-23/4' 5'-8 1/2" 5-10 l 3 a r - ----- H/C / 12 j l STEAM J. TUB , NOTE ' % J. TUB STEAM 11/655 �"" t41/G 30X6[7 i = ►n / ' 30 bU _ _ IE3 , �= 12 18 _._. PRI 5i4W ca . �,' y 0 2O VERIFr ' _,_ w _. _ _.�� PRI, — CLO �. .ti0\` F2�b — / _ �ry / 2/b 2C� F'KT J. TUE J. TU PKT 201Y 20 -� M. BATH -12X42 -12;04. M. ATN - / ,20 — 1 X 4H 101 PVIACI24 �alt I jNVAG Ifs Hj / / j Ib u� 5HY SHWRM/G m m PR14 i PRI40 3/0 / STEAM 5TEAM T— 2-PR 16 U- • FIR 16 OF BED RM 2 T 307 ~ W A BED RM z :7/� GLo C1.0 2/8 _ -- Q PKT -pKT LAu �2b - L AUN _28 - - � GENERAL NOTE / 2/a G/0 2 G/O i cy 1`► '�' � 15 7777777, �7, ` UNLESS NOTED OTHER DIMENSIONS 51 ,,b" 4'-� ►� AND NOTES SHOWN FOR RIGHT (EAST) - SIDE OF DUPLEX ARE COMMON FOR ,., _7� �Q 10'-6' �Q ' 2 � _. �.. LEFT (WEST) SIDE OF PROPOSED //f WwIDWT�+LoL fF�LTLRHT.UREl f GALLERY 3'-�" � WHERE I N DOUBT VERIFYCALLERI . DN WITH DESIGNER ENGINEER DM i MASTER MASTER� UP � -" � No. ReviSir�n Date -- -- i Mlchcael �1. Gla�� Architecture ELEV i ELEV Project Management ' Pe51g1'15 1159 Gail Drive - i I Allonta, Geor is 30319 i n (1104) 634--9993 7 PRO-IEGT DOLL I N5 1�E51 I7ENG ATLANTIC, BEACH 15'-� I/2° TITLE – 4� ` MAIN a UPPER L\/L!5 VERIF'r' FROM FIRST . . --_ ---_ .� I- - DWG. NO. THIS STRUGTURE TO E3E- 5PR I NI<L r=f; E01 � MAIN 2nd LEVEL AN TF-•tROUC�HOUT IN �GGC�I:2 LA NG lel I TH ` 2 THE RF—CQUI R.EMENT5 OF NFPA 150> � ��n �' a DATE 5/4/01 50ALE { DO NOT SCALE CHECK ALL DIMENSIONS ON '.MiE MICItAEL L. GLASSCG 2[1(11 I 0 Q o a f o 4 12. 00 ' 3 l N89°50 '00 "E 90, 03 ' I I'-2 1/4" 22'-0 1/2" 5'-5 1/8' 3'-6 1/2' U,) "/, j Q 4 BED FM4 '� SEDRM4 L � CSG, 4Cx S ;/ 8w-GK WALL FULL HT. G,4R4GE 2 SPACES GAR-46E 2 4GE5 P - ' AND WIDTH OF STRUCTURE 5TW K415 AND GEILING OF 1/2" I'-8 I/2" OARA&E FIN151 ED WITH 1/2" I'-8 1/2' WR OYFUM WALL 130ARD Ak 3/4 C/O 2/h C/O �. ,� (Q) L )5� 1 I2 Q >h / ry a CLO` E3F ;� i ' CLO (e o Q pp I�- CLO CLO in ? ;.! 4'-3" _ YEATHER 5TRIPPED, METAL It j ry INSULATED DOOR AT OARACGE Q 2� I 7 ( CLO j CLO 12/� 1 i /b 21 I �� 1/2' �g dl ^( BAT1--I 4 , 2'--0 -I/e„ r__ �� � I - -- f� -- _ wJ p1�2/O __ _ UPI 15R �� / �/° FOYER aAt -up ISR FOY R _/o �\ �'' ;% i �� - ---�� V ED - -- PP-20 HV , BATH 4 5(-(W CLO CLO ELEV -/� Q LO ELEV W CLO I _y_ I City c,, Beach Bl:{1'ulilry c.11:;1 cofllfla E/�/ 28 2'-10 531-2 3/4" APPROVED 20'-0" 20'-O' -. .. _—. _ CITY OF ATLANTIC BEACH ^ ' _ PLANNING & ZONING OFFICE 66-5 1/2 0 2 200 ' I I By I I G NERAL N TE UN ESS NOTED OTHER DIMENSIONS AN NOTES SH WN FOR RIGHT (EAST) E OF DUPLE ARE COMMON FOR . LE T (WEST) IDE OF PROPOSED 20. 86 ' 589050 '00 "W 83. 92DUPLEX. WHE E IN DOUBT VERIFY WITH DESIGN R / ENGINEER ' ADDZ655: 307 NO, Re:vi5ion Dote, TERRACE � 15t � LEVEL FLAN / Michael G. C�ICa55 project tManugement tl I // I7e51r�r15 1 159 Gail Drive 1,4 _ 1 w 0' / Atlanta, Georgia 30319 (404) 634-9993 PRO.,JEGT SEE L ANfn7SG.ARE /,%RGH I TEC,T'5 RLAN5 f=OR "AL<S, PAA I NC-75, ETC,. COLL I N5 RE5I DENGE ATLANTIC BEACH TITLE TERRA(ffE: LEVEL PLAN ON6. NO, TH15 5`T'RUC,TURE TO BE 5RRIN<LERE-01 1 THRC) UC�H0UT IN .4GGC]f�L7ANGE V�f I TH THE REOU I R.EMENTS <�)F NFPA 130) DATE s/a-/o( SGALIm;092FO th ZoStreejm- tl0 NaT SCALE CF,ECK ALL GIMENSbNS ON SITE 111CWAEL C. L•L4SS © 2Cg1 t S $E� OLIF NEW DECK ABOVE EXIST STAIR & DECK INA3 EXIST STAIR DECK IN, RIGHT-OF-WAY REMOVED`\ RIGHT-OF-WAY REMOV !D P , 4x4 POST W/ 1x8 WRAP - SEE 1/A3 4'-0" I 2'-1111 7'-5'+ 16►-0" 6�_5„ — _ i O 4- _ _ � I - - -� I -1 1/2"x11 1/4" MICROLAM LVL 5f!AM ABOV6 _ _ w w �2 P.T``��ci A B O V E�z-�R;T� 12 A B V .._ ._.. � � ._ �.. _ ,_ � � 1��Vp l i. � L _ -�- ..J I P.T. 2x1 h � 2 SEMGO RTPGA828 STRAPS AT 0 BEAM TO POST I 00 o J SEMCO RTPGA828 STRAP AT ALIGN x J ' x BEAM TO POST `~� N `� -------------- _ c�- r I c� ( _PR-9 - RNCF+ 2�WINDOW.a II`���` 0tr1"� 2 �� IN�PC E-oF^ d,, OD J 1 I � Lia o o , RD i LU 1� Q I I Q 0 KITCHE�1;� i ���� �� •� o v i EXIST ROOF U 2 c() �Q R .� .��\ 1 1 _ / , I I W ` � �W ILW ❑ o `.REFI Igo �1 I I ��= z � mad N � LU ; �- + II �.; `�> I EXIST H 2 , L---- ___---- --- . � Cl CL i cq LU O s1? BATH W t ;_ v7 F = S IJ B LIVING/DINING II 01 301x• - `. CARPET I i I- ILz EXIST GARAGE (VERIFYx W O , , HEIGHT) w 70 �N BRM 1 ,.. i- 41-011 CARPET ^ �.1b i �.`,� ALIG Z4 LU x (i) ,� - ,� , ' , m C� � ,,',' , '� Imo` z� � a o ,.�/ `�T;i � '-- � -� � � ;, �` I f �,� I I - Ea H 6 ;O P.T. FORMED 2x4 TOP RAIL < , , (Y �- , <� I , �> 11r-_�_ O lu W/ P.T. 2x2 W/ 1/4"x3/4" I + " .' I v A ROUTED BOT w/ 5r4 (1"X1"! • I , PICKETS @ 5" O.C. I EXSIT ciiOJ. (JUSTIFY) P.T, 5/4x6 DECKING LAUNDRY v I Ir JLL P.T. 4x4 POSTS CON- SECURED TO JOISTS W/ I i n .' I �. BRM 2 I i I)F- r'fl TINUE TO TOP RAIL (2) 12d STAINLESS NAILS � aLld : C�}C� `fl CARPET OR (2) 311 STAINLESS DECK EXIST FLOOR REPLAOED ,' I� ',% �� I I I I SCREWS I RAISED TO ALIGN WA r NEW JOIST LET IN EX ST _ — — — - -"' — _ MAIN FLOOR ielf PT 2x2 BOT RAIL - FRAMED WALL W/ BEM O , ,� 41-2Y211 O HCPLR CLIP W/ 8.8d 1 2 ------------TWIN DW _ . .'� 2'-7Yau 2'-4}�" )1-3" l „ NAILS - FLASH b SEAL + V -- �/ PT 2x8 JOISTS @ 16 O.C. 1N-PLACE i.' Wi SEMGU HGPLR TIE CLIP AT PENETRATIONS TO OUTLINE OF HIP ROOF trt-----------------------a_- @ EA JOIST BEARING W/ 8- MAKE WATERPROOF EXIST SECOND FLOOR P OF 2 EXIST IN PLACE OF EXIST 8d x 1 1/2" NAILS \ FIRST FLOOR PLAN SHED ROOF SHOWIN SECOND FLOOR PLAN PT 2x10 CONT FASCIA ••, IV 1/4" 1'-O"p W/ EXSTaeAVES FaVES 1/4" , 1'-0" �~� NOTE; ALL EXIST SECOND FLOOR WINDOWS 2 PT 2x12 BEAM (2- 1 1/21'x ARE REPLACED W/ EXIST WINDOWS FROM 11 1/4" MICROLAM LVL f b=310O �i, + © EXIST WALL TO REMAIN THE MAIN HOUSE, BEAM @ 16' SPAN) WRAPPED W/ ELECTRICAL FIXTURE LEGEND: Ix REDWOOD AT SIDES & C - � � � EXIST WALL TO BE REMOVEDEXIST 12" STEEL BEAM NEW WALL BOTTOM TOGGLE SWITCH OVER GARAGE DOOR b DIMMER SWITCH 1 SEDUPLEX RECEPTACLE! RTPGA828 STRAP 4'-0�� ' 6'_Ou DUPLEX REC. ABOVE COUNTER (44" A.P.P,) FROM POST TO BEAM W/ 13- 16d STNLS STL NAILS EA END i ADDED DECK EXIS-TING STRUCTURE' DUP. REC. - WEATHERPROOF 12 SEMCO RTPGA828 STRAPS AT - 0 220V. OUTLET/JUNCTION BOX POST AT EA END OF 16' SPAN) Q 110 V. JUNCTION BOX COPPER FLASH'O OVER i �] TELEPHONE OUTLET P.T. 2x CLOSURE W/ S SMOKE DETECTOR WM49 (11/16x3 5/8) CROWN CABLE TV OUTLET ON 1x8 TRIM Wr MITERED CORNER5 A PENDANT CeILING LT, FIXTURE! NOTES; 1. VERIFY ALL DIMENSIONS, B WALL MTD. LT. FIXTURE P.T. 4x4 POST WRAPPED i i C RECESSED CEILING LT. FIXTURE 2. ALL DIMENSIONS ARE TO FACE OF BLOCK, FACE OF PLYWD. W/ P.T. 1x8 W/ MITERED + + UNDER SOFFIT D DOUBLE FLOOD LIGHTS MTD, SHEATHING OR CENTERLINE OF INTERIOR PARTITION UNLESS + i CORNERS ON BLKG TO i OTHERWISE NOTED. FOS = FACE OF STUD, CONGEAL STRAPS ETC E EXHAUST FAN/LIGHT COMBO. - $ SEPARATELY ' F 52" CEILING PAN (W/ LIGHT KIT WHERE 2 $'S) 3, PROVIDE WEATHERPROOF THRESHOLDS & WEATHERSTRIPPING AT' ALL EXISTING CONC APRON1+-01 �+ Oil G EXHAUST PAN EXTERIOR DOORS. J FLUORESCENT SURFACE MTD 4. ALL EXTERIOR WINDOWS & DOORS TO MEET SBC 110 MPH WIND K VANITY FIXTURE SPEED COASTAL CODE REQUIREMENT5, 24"x24"x24" CONC FOOTING � � L 24" UNDERCOUNTER LIGHT ' W/ 5EMCO C544 E R CEILING FIXTURE - SURFACE MTD. 5. DESIGN MEETS WIND LOAD REQUIREMENTS OF THE! STANDARD BUILDING CODE, COLUMN BASE W1 2- EXIST FIRST FLOOR CHAPTER 16, FOR 110 MPH WINDS. 5/8" BOLTS TO POST A SWITCH ONLY LOWER HALF OF DUPLEX 6. ALL TIMBER FOR BEAMS, JOISTS, & COLUMNS SHALL BE' SYP NO 2 KD (SPIE), i OUTLETS WHICH ARE SHOWN AS SWITCHED, OR APPROVED EQUAL, STUDS CAN BE SPF NO. 2, ALL TIMBER SHALL HAVE A //\//, p �f/\//\//\f/\� = MAXIMUM MOISTURE CONTENT OF 19X.. r0�� ���� AII. \/ \\/\\/\\/\\/\\/� • /\\/\\/\\/\\ d PROVIDE GFI CIRCUITS AT ALL OUTLETS AT fj\\//\\// WET OR DAMP AREAS. ►-- r-- F'O T R � � ID .,_. N .. 0 REMOD "- LLING TYPE R FIXTURES WITHOUT SWITCHING �' NOTE: ALL EXTERIOR FASTENERS INDICATED SHALL HAVE AUTOMATIC DOOR TO BE STAINLESS STEEL, HAVE! �3EAC(-i AVENUE $ (LIGHT ON WHEN DOOR OPEN) ATLANTIC EACH FLORIDA HAVE OWNER WALK-THRU AFTER LOCATIONS OP BEACH, SWITCHES, OUTLETS, ETC HAVE BEEN MARKED E FOR OWNER APPROVAL OF LOCATIONS PRIOR TO � Fisher 8C Simmons Architects, I�1C. WIRING & GYP BD INSTALLATION, 1 D E C K SECTION PREWIRE FOR STEREO SYSTEM AS DIRECTED BY 1510B Second Street South Jacksonville Beach, Florida OWNER, 1/2" 1'-O" 1 2/7/99ENERAL REVISION COORDINATE W/ SECURITY SUBCONTRACTOR FOR � ��n� 9408 ,, 75 ot%kd JWTS ,�0a,0 1/24/00 3 n 3 OWNER PROVIDED SECURITY SYSTEM & PROVIDE 110V GARAGE APARTMENT !� n 6 POWER SUPPLY FOR SECURITY PANEL, PLANS & SAECTION EXIST F'GLASS SHINGLE I -A 1, ROOFING I � �I I• " r ? I I r~T rte` I TTT I I III I' _1L - J1 all_ RI m" ", I I� jl� I NEW WINDOWS IN PLACE1 !! T i 11 I III I I I! WIL �'l I [I F11ElOF EXISTIFI I I I I I I1 J11�1 1 I I I I li- I i I I SHINGLE SIDING I 11 i LT 1 1 s� -L L u I I I I i I I 4_I I I �( 1 - - I 04-1111 I � - ... I IT^I -�--. ..-L.- _�.. r. .. . rI I. n -j ' IT 1� T ' I 1 I L�r, iIIT II II I IIT a II a II I IIT n II I I I II IIT a II I I uII LL . �� f u I I I 1 I I TTI II I I I 1 Ll I. I Ll�T�( L � ' L11T tl IT 11 _L( I ll ..T! .� ! 1 - J I L1 - i �- - 1 Lr�t r l - --r_ _�_ _.� _.- - . _ _ _. .. .__.r -- -- _ ---.- .--- --. - _. _ . . -.. ---- .._ _ -- _ . _ . _-- -- __. _._ ___ BIFOLD WOODEN - - - - - I � II _. �._ _._ -.. _ _ LOUVERED SHUTTERI 1 TIi11 I II _Ll .— u, u, U U U U U U U U UW/ NON-CORROSI 1°' LI VE II I l �1L 11 _ II I .I l i u I I I I !�1l_ 11 HARDWARE AT NORTH � 1.1 It & SOUTH ENDS OF I L ► III I I I�` I I _ !l iljT-I I I"r� II !1 i ll i I III 1 1 1 1 1 1 I w w w NN "`' EXIST PORCH I II II I T !1 ii ii ii ii ii ii Ii1i 11 ��' III I i ji ! I I I 11 " I I I I1 1 I I I 16 DIA PERMACAST i i i i i TUSCAN COLUMNS OVER P.T. 4x6 P05T W/ 2- I� 11 1 I I I I I SEMCO MT9275 HOLD i i jL�I I �' II Lij �1 I I III III IIII n 1 I I �� �4]� ' L DOWN W/ 24-16d NAILS ra I I I I I I LLl TO POST & 3/4 x10 is 11 lll� :jl- _ III i 1 7 1 1L��1L 1! I I III III u „ Iwill I u � �� I I II I I I I - I I I .�J I !! I I I IIIANCHOR BOLT EPDXIED INTO EXIST FOUNDAT'N I' �.I !�!l ll.11. 11 11 11 _!l."L it lid 1�!L !� !lll I I 'III I it I �_ I�!1�1 I I I I 1L J I`" J 6 MIN EMBED - SEE 1/A2 r-J - u i �...1. -�_ J1 1 1rUL III I III I T � (roll � III i t I I I I I I I I III I I III I I I I I I I I 11 III I I III I I III I I III I I III I I III I I I I I r_J 1 SEMCO MT5275 HOLD DOWN SHINGLE SIDING W/ INTER'APPED FELTS ON P.T. 1x & 2 5EMC0 RTPOA1228 STRAPS FURRING ON EE XIST MASONRY ALIGNED ONLY AT SOUTHEAST POST EAST ELEVATION NORTH ELEVATION MATCHING EXIST 1/8" 1'-0" 16" DIA PERMACAST TUSCAN HALF COLUMN (NO POST OR ANCHORS) EXSIT SHINGLE ROOF SEMCO HCPLR W/ 8- " • 8d NAILS AT EACH RAFTER & AT EACH JOIST TO BEAM _ EXIST BEADED BD T&G CEILING 1x REDWD TRIM W/ VENTS MATCHING EXIST , VERIFY SIZE OF EXIST BEAMS (4-2x1219 OR 2- 1 3/4"x11 7/81' APPROX LOCATION OF MICROLAM LVL fb�3100 BEAM WRAPPED oe COASTAL. CONSTRUCTION U W/ 1x REDWOOD AT CONTROL LINE Q SIDES b BOTTOM ON BOXED (VERIFYf FRAMING TO MATCH WIDTH 1// OF TOP COLUMN DIAMETER IL t N 83° 03'11" w 259.70' �- r — ..._ — ,.._. - - - _ _ - - — r ._ _.. - - - - - - .,.._ ._ .. - - - - - - - - ....- ,_ - - - .._ ,_ - - ._ — ._ _ � _ _ � _ _ _ � _. _ � � — _ � _ , 16" DIA PERMACAST COLUMN W y' LL t I I OVER P.T. 4x6 POST W/ A 7 H 3 SEMCO RTPGA1228 STRAPS - lu W/ 14-16d NAILS 9 EA END t 113.1' EXIST WALK N t EXIST BEAM rX LJ EXIST SETBACK OI 2-SEMCO MT9275 SILL ANCHOR EXIST P.T. 1x4 T&G ___u W w 0? I W/ 24-16d NAILS TO POST & �(r*v PORCH I 3/4"x10" ANCHOR BOLT EPDXIED I►"I p p �I (IST WALx 07 I 6" MIN INTO DRILLED HOLE IN �f• I J EXIST FOUNDAT N WALL I = I I I STORY HOOUSEU El `D I EXIST P.T. 2x TRIM *- BAND LU EXIST 12ND FLOOR a I ~ ( A�OVEI U t EXIST P.T. 2x8 PLATE W I i DECK ADDITION I EXIST FOUNDATIN WALL > OI t w Hyl � ABOVE I .— -� I - O I EXIST GRADE 0 352 SF o `L 4) Ifs - — '. �t EXI5 ECIQ O O tI Q I EXIST CONICFOOTING I I E>(IST CONIC APRON X I Q _ -- _— - LU 80,01 EXISTEXIST DRIVE EXIST SET13ACKGARAGE ILL (n•� WALLSECTION BUILDING ON APARTMENT S I PROPERTY LINE I II I I X LU t c1b � - ' �`r - �REMOVED-EXISTr - r S 8 °4045" Wr 257.84'- - - -- - - - - - - - - - _ - - _ .� I STEPS & DECK EXIST SETBACKSTHIRD STREET (40' R/W� NOFASTENERSTTOIQR TRIM BE STAIN E5S STEE EXPOSED EX"TERIUR LOTS 1 &2, BLOCK 26, ATLANTIC BEACH, AS RECORDED IN PLAT BOOK 42, SITE PLAN FGI BNREMODELING OTHE CURRENTPUBLIC RECORDS POST pESIDENCr 201-011 OF DUVAL COUNTY, FLORIDA. 307 5EACH AVENUE a ATLANTIC 3EACH, FLORIDA Fisher & Simmons Architects, Inc. 0 1510H 5ecouud Street South , Jacksonville Beach, Florida • U 1 2/7/99 ENERAL REVISION �Gcr� 9409 lurwm T5 JWTS ❑p,,1/24/00 2 3 . o MAIN HOUSE FLANS, ELEVATIONS & SECTION A 2. I \Y/ I ' Ar EXIST DECK IPA2 M ATTIC DORMER AP OVE ?A2 zv 1/4" 1'-0" . EXIST STEPS 1611 DIA PERMACAST 161' DIA PERMACAST TUSCAN COLUMNS OYER TUSCAN COLUMNS O`JER P.T. 4x6 POST - SEE 1/A2 P.T. 4x6 POST - SEE 1/A' EXIST ROOF BELOW ECT C, l =u 27 0 1fi" DIA PERMACAST— _j o EXIST PORCH TUSCAN HALF COLUMN J A2 IL 16" DIA PERMACAST W/ WOOD FLOOR REPLACED - 25 10 10 TUSCAN HALF COLUMN PR 36" FRNCH r ,! SIDELTr z EXIST PINK ROOM a / 131-011x10'-411 Q �J 03 \:J tiJ �J V. EXIST MASTER EXI57 GREEN ROOM 5 12'-011x15'-411 � '� 111-•411x20'-311 FRENCH OR 1/2----- GLASS /2� t� GLASS DOOR IN \ @)8 21 PLACE OF EXIST \ - 11 PROVIDE NEW BEAM UP r� = & REMOVE EXIST 30" WALL TO JUNCTION I I ""ALIGN 12 OF RAIL & CEILING 23 I I 2'_011 _ 20 (SEE! BEAM NOTE! BELOW) I r 1 2 3'�"I 1 I EXIST "A16-011°M 0 771 I DINING' 01 1 u 1 u ROD d► _SHLF J i I 11 -1 x15 -9 EXIST LIVING 4 13 221_311x271-611 °n EXIST LAUNDRY ROOM a O PR 30" PCKT 11'-011x131-8" 1 a 0 DOORS (CENTER) _ PR 35 FRNCHJ'l W/ TRANSOM ++ i \ PR 3611 FRNCH ROD & SHLF �" i W/ TRANSOM I EXIST HALL 0 1 EXIST BLUE !ROOM ' REUSED EAST STUDY 24"x24" a 36 2 11 �-4 x13-8 19 a rj I S 0 FRONT DOOR W/ 11'-111x111-�4" WINDOW AS DN 0 0 SURFACE SLIDING _ NCLO r EXIST STORAGE HARDWARE W/ r-IXED GLASS EXIST MASTER BATH TRANSOM ABOVE 26 10'-101'x171-'I" ALIGNED W/ a 21 12'-O"x91-1011 ; � REVERSE HINGE SIDE EXIST BATH - 18 ADJACENT OF EXIST DOOR 11 -0 x6-6 TRANSOM 36" PEDASTAL--� + 22 SINKS 9A O O 0 t9 18 17 16 15 ........... 23 24 25 o a a a 17 EXIST STOR 24"x24'' 8'-6"x5'-611 WINDOWS EXIST ROOF BELOW ' 16 PANTRY7--------- a 31-7"x3'-711 09, EXIST BATH � EXIST ENTRY RAISE ' 10'-0''x91-7" 15 oO CEILING r A P:P R O V E D I CITY OF AILANTIC �iCH EXIST KITCHEN i WILE)INa OFFIcg 11'-211x13'_7" LEGEND - 1 C APR Q6 2l. O =1 EXIST WALL TO REMAIN i Cr C EXIST WALL TO BE REMOVED 1 ' NEW WALL i 13 12 '.� J✓, . r - ' REPLACED DEC _ EXIST ROOF BELOW` y l�Is�R �; ��J �"�"r BEAM NOTE: VERIFY SPAN & CONDITIONS W/ ARCHITECT FOR CORRECT SECOND FLOOR City of Atlalit(c U0acf1 14 BEAM SIZE, ASSUMING FLOOR 1/41' a 1'-O" Building 4114 a JOISTS RUN NORTH/SOUTH & 141-0" SPAN, PROVIDE TWO 1 314i1x14" GANG-LAM LVL 6CAM NOTES: 1. VERIFY ALL DIMENSIONS, (Fbx3100) SPIKED TOGETHER W/ 2 ROWS OF 16d NAILS 1 2 ALL SHEATHING51ONS ARE! TO OR CENTERLINEAOF OF INTERIOR K,PARTIETION UNLESS FIRST FLOOR OF PLYWD, O.C. STAGGERED. OTHERWISE NOTED. FOS -a FACE OF STUD. 1/411 a 1'-O" 3. PROVIDE WEATHERPROOF THRESHOLDS & WEATHERSTRIPPINQ AT ALL �orl7 , �r�C{ � EXTERIOR DOORS. r r� p 4. ALL EXTERIOR WINDOWS & DOORS TO MEET 55C 110 MPH WIND POST RCS 1 D C N C E R r- : NCE v D C L 1 N G SPEED COASTAL CODE REQUIREMENTS. 307 �3EACH AVENUE 5. DESIGN MEETS WIND LOAD REQUIREMENTS OF THE STANDARD BUILDING CODE, CHAPTER 16, FOR 110 MPH WINDS, ATLANTIC BEACH, FLORIDA 6. ALL TIMBER FOR BEAMS, JOISTS, & COLUMNS SHALL, BE SYP NO 2 KO (SPIB), OR MAXIMUM OMO STORE CONTENT OFUAL. STUDS NgB� SPP NO, 2. ALL TIMBER SHALL HAVE A � Fisher ishet & Si ntnens Architects, Inc. 151013 Second Street South Jacksonville Beach, Florida 1 2/7/99 GENERAL REVISION G",w, 3408 �.,�,, T9 �,Kd JWT3 4;7101/24/00 i 3 o vn. MAIN HOUSE FLANS Al