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130 Poinsettia Drive PRE-ENGINEERED ROOF TRUSS (SEE TRUSS SEE STRUCTURAL DRAWINGS PACKAGE) FOR LOCATION AND SIZES OF EXTERIOR /INTERIOR AREA EVALUATION BEARING FOOTERS LIVING (CONDITIONED) 1990 SQ FT OOF DE CONSTRUCTION: GARAGE (UNCONDITIONED) 400 SQ FT 1X6 DECK OARDS ON 2X4PT S EEPERS ON THICK OPPED ASPHALTIC RLL ROOFING ON 'GRACE' SE F-ADHERED W.P. MEVBRANE TOTAL UNDER ROOF 2390 SQ FT OVER J" C X PLYWD. _ DECK AREAS 2191 SQ FT 24'-3" r__-� PARTIAL BLDG SECTION@ ROOF DECK U = 1' - PRE-ENGINEERED ROOF TRUSS(SEE TRUSS PACKAGE) SCALE: 1/4" 0" ROOF: FIBERGLASS SHINGLES FOR 120 MPH RATING W CLASS 'A' RATED ASTM E 108 & UL 790 ASTM D3462 SECURED W/ 4 NAILS UNDERLAYMENT: ASTM D226 TYPE 1 OR ASTM D4869 TYPE 1. ON �" 50'-0" CDX PLYWD. W/ 8d NAILS 0 6" 20'-0" swole Q R-19C( BATTS INSUL. 12" MAIN — — prov a porary — MAINTAIN silt fence dur MIN. 2" AIRSPACE ing V P con'strucfion full r Q ALUM. DRIP I p k, �k0 length of 3 sides FLASHING X11 D + G •�• I a ' °0 I C _J P.T. x I o p o v c LL FASCIA ; • 1/2" GYP BOARD - —i o �' SOFFIT PERF.ALUM. (SINGLE KNOCK-DOWN ; 12» TYP ) sloped at bottom I NOTES: 1 of Swale out to C4 R-13 BATTS 2x4 NAILER CONT. streetside swale FAQ L1J •• `V INSUL. DESIGN CONFORMS WITH 2001 FLORIDA BUILDING • �� u (2) 2x4 TOP PLATE CONT. � � � � � � � • 9 • � (� CODE SECTION 1606 a-n MPH WIND FORCES o • •°P EXPOSURE X6 IMPORTANCE FACTOR '1 ' INTERNAL a" °P� 20'-0" " •� °� U — 2x4 STUDS PRESSURE COEFF. + — 0.55 ��� PROPOSED 8 P� Z Q 4" THK. CONC. SLAB W/ 0 16"O.C. �" GYP BOARD / I • OPS O HIGH DECK h•' ° I W FIBERMESH REINF. ON TYP• s BUILDING CATEGORY II �� 14 I •�* C 6 MIL. VAPOR BARRIER o Std O 4 COMPACTED GRAN. 0 241-3t# n I FILL (3000 PSF) ( l TERMITE TREATED U 'a o ALL FOOTINGS SHALL BEAR ON MIN. 2500 PSF ; BEARING CAPACITY SOILS I o 1 Z i VINYL SIDING (OR CEDAR 3 SHINGLES PER ELEVS. REBAR 6000 PSI ry o Q ; APA RATED WALL SHEATHING 2x4 BOTT. PLATE CONT. CONCRETE 3000 PSI o TYPE VARIES (SEE ELEVS.) W/ 1 I `lam 8d NAILS 0 6 O.C. AT ALL PNL » O a, EDGES do 12" O.C. IN FIELD (UNO) TdcG PLYWOOD W/ 0_ TYVEK HOUSE WRAP 8d NAILS ® s ALL RAILS AND GUARDRAILS SHALL BE `�_� : E-0cM CONSTRUCTED TO RESIST A FORCE OF 200 LBS 0.O��• ,02 IN ANY DIRECTION ° c 2 lu -ENGINEERED FLOOR U 'PRE o C v o PACKAGE)AGE)JI (SEE TRUSS I o o, STORY RAMEro I M a �°, m HOUSE W/ ROOF ; DECK C14 It LO 0 OCCUPANCY )CO DRAWING INDEX. GROUP: R3 95 11-1 z 1/2" GYP BOARD I TYPE TR\UCT1ONO Q� I - z R-13 BATTS (SINGLE KNOCK-DOWN 0 .qv• c » INSUL. FINISH) W 4 A— SITE PLAN, FDN PLAN, TYP. SECTION o o � � 2x4 NAILER CONT. A- 2 FLOOR PLANS, ROOF PLAN, N 0 2x6 STUDS (2) 2x4 TOP PLATE CONT. _ i AIF —' .3 ELEVATIONS I lswa e" I, g ® 1 s o.c. N TYP. GYP BOARD E- 1 ELECTRICAL PLANS s 0 00 K I " DIA. THREADED ROD o CONT. TO 2ND FLOOR oS— STRUCTURAL PLANS & DETAILS i 15'-9" TOP PLATE (SEE STRUCTURAL DWGS) S— A STRUCTURAL PLANS & DETAILS " APA RATED WALL SHEATHING ; m P.T. 2x4 SOLE PLATE r 1 O THK. CO IC TYPE VARIES (SEE ELEVS.) W/ CONT. S— 2 STRUCTURAL PLANS & DETAILS �,�.° Q�� � ORCH SLA C 8d NAILS 0 6" O.C. AT ALL PNL » �Q » ( 1 �1 . O N " W/ DIA. WOOD TIE RODS Q �,O 17-2 GN EDGES & 12 O.C. IN FIELD (UNO) 0 6 O.C. do SHOT PINS ® — �G Q� I b c 1 . 0� �Z M _�— 24"o.C. STRUCTURAL PLANS & DETAILS I 3• ��G�� I X°� I o°` I o< Z Fz I o � `�, • Q 4" THK. CONC. SLAB 1 CC O LL FIBERMESH REINF. ON / 0I 0 o� " 11 SLOPE 6 MIL. VAPOR BARRIER Y 3 ( •o c I .J J U GRADE LO 4" COMPACTED GRAN. ATTACHMENTS.- I a O v 0 1 p Ia —J— L FILL (2500 PSF) 17'-2" z — TERMITE TREATED i t %t v . U 2 _ — — \ d'io.suTicez� �. � I I � � m I ' -- 1.) PLAT SURVEY ! L_—_ —J EXISTING DRAINAGE SWALE W Z P _ d- '-5" 1 -5 . Lj O Z U7 2.) TRUSS ENGINEERING (FLOOR& ROOF) ! _ / _ _ _ 4_ � N Q 4 1 / 50'-0" QQn ¢ rn 20'-0" 4'-3" 3.) SHEARWALL CALCULATIONS concrete drive / ® 4.) SPIRAL STAIR ENGINEERING / 190 MONOLITHIC CONC. -��----___�_ _ N ,________ .___ DRAWN BY �� FTG. W/ 2- c- ! , Anthonyiddleton 5 BARS CONT. FLORIDA ENERGY EFFICIENCY CALCS. 45°cone. headwall ® (LOT 689 rl v�F cF� ; y ea. end of culvert POINSETTIA N SETTI A ST. +r' '� , - SCALE 00 1'-4" 1/4" = 1'-0" (UNO) 6.) ELECTRICAL RISER DIAGRAM n 8" dia. culvert pipe ' OCT .I �U��' ' DATE: 08/09/05 CHANGES000 00 DETAIL SECTION ` { =DRAINAGE REV. DATE FOUNDATION PLAN TYP . WALL SECTION �� ---- ---- ----I REV. DATE SCALE: 1/4" = V - 0" SCALE: 3/4" = 1' - 0" SI TE PLAN JOB NO. SCALE: 1/8" = 1' - 0" SHEET OF i 3 GIRDER TRUSS OR SPECIAL REQUIREMENTS AT WINDOW/DOOR THREADED ROD ANCHORING SYSTEM: MAXIMUM ROD CONVENTIONALLY STRAP WHERE MAX. ROD THR ADED ROD TERMINATES NUT AND WASHER 1 BEAM w/ STRAP OPENINGS GIRDER TRUSSES & WIDE ROD SPACING: The threaded rod anchoring system shall consist of A307 threaded rods (diameter SPACING PER SCHED. SPACING IS EXCEEDED, SEE DETAIL 6/S4.0. AT PPERMOST TOP PLATE W/ UT AND WASHER. 2 1 1 TOP PLATE SPLICE SHALL NOT OCCUR BETWEEN per schedule 3), oriented vertically and attached to the foundation and to the PER ROD NOTES rY MAX THE KING STUDS AND THE FIRST THREADED ROD. uppermost plate at the locations indicated in these documents. Above top plate, I 7 3" MAX I I I I I 20 PROVIDE FULL SHEATHING ABOVE WINDOWS, AND provide a 3"x 3"x'/4" thick steel washer. Fasten with a nut and allow at least 3 I I I I I NAIL WITH 8d @ 3" O.C. EDGE AND FIELD. threads to extend above tightened nut. t This system eliminates the I I SHEARIWALL I I WALL STUDS & R SPA NG g ( �•) y I I I I I SHEATHING PER PE GEN. OTES 6 3 FOR ROD SPECIFIED ON PLAN ADJACENT TO conventional strapping requirements of wood framed construction (i.e. I I SEE KLAN SHEARWALL, SEE PLAN I I RG WALL SCHED. POST BELOW le WALL OPENINGS, LOCATE ROD WITHIN 3" OF KING stud-to-plate ties, bottom plate to foundation ties, floor-to-floor straps, and I I R PLA SEE STUD. THREADED ROD I I I I & GENERAL NOTES. GIRDER, header to jack stud straps) unless otherwise noted in these documents. TERMINATES AT I I IN GENERAL NOTES I I PLAN ® PROVIDE AN ADDITIONAL ROW OF 8D NAILS @ 6 ROD INSTALLATION: I I SEE SHEARWALL SPECS) I THREADED ROD FRAMING AT O.C. INTO ONE OF THE KING STUDS ADJACENT TO INTERMEDIATE I I I I I SYSTEM PER ROD WALL OPENING, At all plate penetrations, provide a hole in the plate /4 larger than the diameter FOR CONVENTIONAL ALL OPENINGS IN ADDITION TO OTHER NAILS LEVEL w/ NUT I I I I NOTES AND PLAN BRG. WALL & ( of the threaded rod used. While single continuous rods are preferred, couplers I I I STRAPPING ALTERNATE I I AND WASHER. SPECIFIED IN GENERAL NOTES. (Simpson CNW or equal) may be used in cases where one continuous rod is I I I TO BE USED AT ENDS I I STUD SCHED. Q5 WHERE ROD IS SPECIFIED ON PLAN ADJACENT TO unfeasible. The rod shall be installed approximately centered in hole. Rods may I I I -------- OF SHEARWALLS. I I SILL ANCHOR IN FILL ROUGH OPENING GIRDER TRUSS OR BEAM, LOCATE ROD WITHIN 3" pp y y I __ _________ ___ I __ I __________ I I Lou Pontigo and be slanted from true vertical by a maximum of 2 inches in 10 feet to avoid r -� 7 -�� -�'�-r---- ----7 . BETWEEN RODS PER SEE ARCH. OF POST. conflicts with floor and wall framing. The nut above the uppermost plate shall be I I I I I I I I I ASSOCIateS, Inc. GENERAL NOTES. 6 AT OPENINGS GREATER THEN 4'-0", ATTACH secured over the washer to a snu ti ht condition lus one-half turn of a FLOOR L ________-__I_-__1__-1J_________________________11_-L__-- ___-- 4 snug-tight P FRAMING I I I I I I I I I I 0 I 496 Osceola Avenue DOUBLE TOP PLATE TO HEADER WITH SPH4/6 @ standard wrench (approximately 25 ft.-Ibs. of torque). I I I I I I I I I I Jacksonville Beach, Florida 32" O.C. IF CRIPPLE STUDS AREt USED ATTACH EPDXY ANCHORING: I I I I I I I I I I ROD EMBEDMENT FOUNDATION, SPH4 6 TO CRIPPLES AND ATTACH CRIPPLE TO All threaded rods shall be drilled & epoxy anchored with Simpson 'SET' High I I I I I I I I I I 32250 DEPTH PER / p y p g I I I I 1 1 HEADER, I I I I Ph.242-0908 Fax.241-9557 SEE PLAN HEADER WITH H3. Strength Epoxy or approved equal. Provide a minimum edge distance (measured I I I I I I SEE PLAN I I I I CA#8344 ROD NOTES >� +� I I I I I I I I I I 07 11 WHEN ROD SPACING EXCEEDS 6'-0", PROVIDE AN from centerline of rod to edge of slab) of 2 for 2x4 framing and 3 in 2x6 I I I I I I I I L L ADDITIONAL ROW OF 8d NAILS @ 6" O.C. INTO framing. (See 8/S2.0 for typical anchor installation & embedment of '/2"� rods) I I I SHEAkWALLI I I I �HEARW LL DOUBLE TOP PLATE. STAGGER THIS NAILING I I I SEE (PLAN I I I I I SEE PL4N I TYPICAL NAILING. MULTIPLE STUDS AT END OF SHEARWALL, SEE SHEARWALL I I I I I I 1 1 I I SPECIFICATIONS. '� FOUNDATION y yFASTEN CORNER POST ADDITIONAL ANCHOR BOLTS �r Q FASTEN THREADED ROD TO TOGETHER w/12d COMMON NOT SHOWN 4" 8" 6" O.C. (STAGGERED). FOUNDATION PER 8/S-3. PER UPLIFT CONNECTOR SCHED. �` r' I `7 20115 1 THREADED ROD ANCHORING SYSTEM AND GENERAL NOTES MAX RAI HT CORNER POST 2 ANCHORING SYSTEM SYMBOL DEFINITIONS FL NE .,�533i1 ST G S4.0 SCALE: N.T.S. DBL. ROD INSTALLATION S4.0 SCALE: NTS .;_ REVISIONS BY (2)SIMPSON MSTA24 CONNECTOR F 2x SPF BLOCKING in Q AS A STUD-TO-PLATE 2nd LVL KING PART. ENC. EXP. 'B' & ALL EXP. 'C' ENCLOSED EXP. '8' RIPPED TO FIT CONN. w/(12)10dx1.5" DOUBLE TOP PLATE STUDS TO 1st A SPH4/6 016" O.C. PH4/6 032" O.C. ROOF DECK, SEE WITH GAP SHOWN NAILS SYP #2, MATCH LVL FRAMING. B CS16 @32" O.C. S16 ®32" O.C. GENERAL NOTES. o C SPH4 6 ®32" O.C. PH4 6 @32" O.C. STRAP FROM 2ND STUD WIDTH. 12 PRE-ENGINEERED WOOD FLOOR STUDS TO w D MSTA24 TO 4' WIDE STA24 TO 6' WIDE ROOF TRUSSES Com? 24 O.C., SHEATHING ! z (2) MSTA24 TO 9' WIDE 2) MSTA24 TO 12' WIDE SEE 1 1ST FLOOR STUDS 12 o LTT20B TO 4' WIDE TT20B TO 6' WIDE ARCH DESIGNED BY OTHERS SEE LEFT MAY TERMINATE I SEE UPLIFT CONN. SEE PROVIDE OLID 0 E FOR INFO. AT TOP OF DBL. HTTI6 TO 9' WIDE TTI6 TO 12' WIDE XVI NOT SHOWN TOP PLATE. SCHEDULE. OMIT ARCH PRE-ENGINEERED WOOD HURRICANE CLIPS PER B CKING BE EEN UPLIFT CONNECTOR I @ THREADED ROD ROOF TRUSSES @ 24" FL ORS. F CS16 TO 4' WIDE S16 TO 6' WIDE SCHEDULE. TRUSSES WITH i ANCHOR SYSTEM DBL TOP PLA O.C., DESIGNED BY (2)SIMPSON MSTA24 (2) CS16 TO 9' WIDE 2) CS16 TO 12' WIDE HEEL < 1 -0" I FIN FLOOR EL SYP#2, MATCH OTHERS w/(4) /4%23/4 TITEN AND PLATE EL. SEE ARCH PLANS STUD WIDTH. SCREWS TO FTG. AND I (9) 1Odx1 '/2" NAILS DBL TOP ! PLATE EL. TO STUD. CONNECTOR A I S ARCH. DOUBLE TOP PLATE PLATE SYP#2, '/,s" OSB OR 3/8" CDX BUILT-UP POST - I i TO WALL STUD. MATCH STUD WIDTH. WALL STUDS AND SHEATHING, SEE I /PLYWOOD FASTENED SEE PLAN. FOR HEADER, SEE SCHEDULE. CLIP FROM DBL TOP I TO TRUSS OR CEILING HEADER, SEEONAILING SEE DET. CONNECTOR B BRG. WALL SCHED. I JOIST w 8D NAILS PI_ : 'l & HDR. 3 S3.0. 2nd LVL WALL STUDS TO CONNECTOR D PLATE TO STUD, SEE AND GENERAL NOTES. I / / UPLIFT CONNECTOR NON-STRUCTURAL, DOUBLE TOP PLATE I @ 12" O.C. SCHED. 1st LVL WALL STUDS OR SIMPSON H3 AT SAME HEADER TO JACK SCHEDULE, OR THREADED ROD PER SYP #2, MATCH ! SEE WALL STUDS FRAMING CONNECTOR SPACING AS CONNECTOR A STUD GENERAL NOTES OR SOFFIT SEE ARCH. I OMIT AT THREADED STUD WIDTH. & SHEATHING, BRG. WALL STUDS AND SILL ANCHOR, JU ROD SYSTEM. OMIT WHEN USING EXTEND SHEATHING I WALL SCHED. AND SHEATHING, SEE P.T. POST OR BOX ALTERNATE CONNECTOR NO. OF KING STUDS • CONVENTIONAL THREADED ROD ANCHOR, I CONSTRUCTION BRG. WALL SCHED. FRAMED COLUMN, CONNECTION EA. SIDE OF OPENING ROUGH OPENING SEE ARCH. VERTICALLY TO TOP 4�. PER GENERAL � AT OPENINGS LESS PER CONSTRUCTION I SPECIFICATIONS. AND GENERAL NOTES. SEE PLAN. NOTES. SEE SCHEDULE. THAN 4' PROVIDE STRAPPING. OF TRUSS AS SHOWN. SILL PLATE PROVIDE 2x4 BLOCKING SPECIFICATIONS AND NUMBER OF JACK STUDS 1/S4.0 QR OMIT WHEN THREADED ROD PER GENERAL CONNECTOR E EACH SIDE OF OPENING SPH4/6 AND ANCHOR AT HORIZONTAL JOINTS. / KING STUD TO SEE SCHEDULE BOLT OR ROD ANCHOR USING CONVENTIONAL NOTES OR OMIT WHEN USING 4 . . a a FOUNDATION. WITHIN 6", UNLESS TRUSSES WITH STRAPPING. CONVENTIONAL STRAPPING. �' . A a .a 6" SHEARWALL ANCHOR HEEL > 1 -0" IS PRESENT. PORCH ROOF STEMWALL OR 3 LJ ROOF TRUSS CONN ECTI ON 4 FLOOR SECTION 5 TRUSS CONNECTION FOUNDATION. r3 L (2)SIMPSON SPH4/6, CONN CTOR C �-O SCALE: N.T.S. S4.0 SCALE: 3/4', = 1'-0" S�-o SCALE: N.T.S. STUD TOWSILL TYPICAL OPENING DETAIL ALL 1AND Cn 6 ROD ALTERNATE PLATE 7 CONVENTIONAL STRAPPING SCHEDULE -' S4.0 SCALE: N.T.S. S4.0 SCALE: N.T.S. Q 2x4 SYP#2 TOP PLATE FASTEN (2)2x4 EXT. STUDS TO Lli HEADER BELOW w/ SIMPSON 0 ! FASTEN SHEATHING, PER SW-1 i ( EACH O NADSTRA (TYPPS . EA. NAILS D) - -r MULTI-PLY 0 2x4 SYP#2 STUDS SPECIFICATIONS. �� I �� STUD PACKS, z AT 16" O.C. (TYP) PER 3/S3.0. 2x4 SYP#2 BLOCKING ! I BELOW BOTTOM FASTEN (2)2x4 EXT. STUDS TO i\ ! `-�� PLATE FACE-NAIL TO RATED SHEATHING TO RUN HEADER BELOW w/ SIMPSON i !� 2 OR 3-PLY GIRDER TRUSS = TRUSS TOP CHORD CONTINUOUSLY OVER THE (2)CS20 STRAPS (9)8d NAILS U w/12d NAILS @ 3" INNER FACE OF TRUSS TOP EACH END. (TYP. EA. END) ! ! SIMPSON HDQ8 w z SIMPSON HDQ8 w/ / Q O.C. (TYP EA. SIDE) CHORD. (TYP) I " 20 - SDS '/ "x3" /j ! t 20 - SDS /4 x3 4 ROOF SHEATHING, 1117 - ! ! WOOD SCREWS. 2 OR 3-PLY LVL BEAM WOOD SCREWS. PER SCHEDULE 5 SHEATHING, ROOF TRUSS, PER SW-1 i I MAIN HOUSE 2-PLY PRE-ENG. BY OTHER. SPECS. g - -- - ! --- - - ! ! EXTERIOR WALL. SYP#2 DOUBLE ROOF TRUSS I I ! OP LA SIMPSON MSTC66 ON TOP ELEVATION ! i -LEV.6 HDR. AT I t ! ! I =LEV. OF TOP � OF TRUSS AND DOWN + ! +PLATE. FASTEN TO OUTSIDE FACE OF POST. ! j j ;STUDS w/SIMPSON7/,,"0 ATTACH 1 HTS20 I I + !HUC26-2 HANGER A307 THREADED ( ) /8"0 A307 THREADED t------ ---- -a '(TYP. EACH END) DRILL & EPDXY, 8" -. , — FROM OR BEAM TO POST.OST L_ DRILL & EPDXY, 8" TRIM OVERHANG (2)SIMPSON HTS20 ! EMBED INTO MONO. EMBED INTO MONO. A I ! I I �• FOR PLACEMENT (AVOID NAILING i SLAB FOOTING (23/4 1/2" ROD SLAB FOOTING (2-3/4" OF STRAPS FR OPP. SIDE) ! ! ! I MIN. EDGE DISTANCE. MIN. EDGE DISTANCE. 2x4 SYP#2 BLOCKING I i i i ! 12x4 SYP#2 STUDS I I BUILT-UP POST, s 8„ DATE BELOW BOTTOM I I (2)2x4 SYP#2 BLOCKING BELOW 7 AT 16" O.C. (TYP) ! ! SEE PLAN FOR ATTACHMENT / ROD EA. PLATE TOE-NAIL TO TRUSS TOP ! OVERLAP SIDE t I FASTEN AT FOUNDATION SID OF TRUSS DESIGN/DRAWN PLATE FACE-NAIL TO I I I I WALL TOP PLATE ! ! MULTI-PLY TRUSS TOP CHORD I I I I CHORD w/(4) 12d NAILS EACH ! ! '-��; � - STUD PACKS, LAP/MRG w/1 2d NAILS 3" I I END (TYP EA. SIDE) AS SHOWN (TYP.) , I - CHECKED ! +� PER 3/S3.0. LVL BEAM GIRDER TRUSS LOW HEEL TRU S O.C. (TYP EA. SIDE) _ ', `, CONNECTION CONNECTION CONNECTION LAP i I ------ _____- -= i DETAIL A DETAIL B DETAIL C SHEET PLAN ELEVATION PLAN ,% �� S4 ,60 CHIMNEY FRrq-'� CHIMNEY FRAMING DETAIL 10 HIGH UPLIFT CONNECTIONS 8 AMING DETAIL3 I I �-O SCALE: N.T.S. �-O SCALE: /4 =1 -0UPLIFT= 9700 11 (CENTER) SCALE: NOT TO SCALE (SIDE) 2x- SYP.#2 DBL. TOP 4'-0" MIN. AT EXTERIOR WALLS, FASTEN WALL SHEATHING TO DBL. HEAD AND SILL FRAMING & FASTENING SCHEDULE ROD, NUT PLATE. FASTEN TOGETHER TOP LATE w 8d @ 3" O.C. & WASHER 1 '/ " @ 2x6 w/10d COMMON NAILS @ ° ° ° ° ° ° ° ° ° ° / ROUGH MIN. HEAD OR MINIMUM PER NOTES HEADER, PER OPE ING 4 STAG ARD INTO BOTH PLATES " 1 •• 16 O.C. PROVIDE 3-10d WITHIN 24" OF ANY SPLICE. OPENING SILL PLATES FASTENER E.E. HEADER SCHED. 1 /Z © 2x8 1 /2 COMMON NAILS EA. SIDE < 4 —4 4-12d HEADER, PER (1)2x4 SPF #2 TOE NAILS ° X OF SPLICE (TYPICAL) (TYPICAL) HEADER SCHED. OPEIIING < 6'-4" (2)2x4 SPF #2 (1)A34+ 2-12d END ° - O✓ „ TOE NAILS FASTENER _ 0 24 MAX. EXT. WALL 12d NAILS 6" MAX. INT. WALL S 8'-4" (3)2x4 SYP #2 (1)A34+ TOE NAILS I � x ° N ~ 6-12d N FROM OTHER N ROD, NUT AND 5 12'-0" (3)2x6 SYP #2 (2)A35+TOENAILS WASHER PER NOTES SEE BELOW FOR BOX GIRTS REQUIRED BETWEEN WINDOWS KING & JACK STUDS SIDE OF 2nd ° IN TWO STORY CLEAR HEIGHT WALLS. PER HEADER SCHED. ° PLY. D B L TOP PLATE SPLICE D TA I L Lou Pontigo and GIRT & FASTENEIRS X 4 PER 2/S3.0. HEAD OR SILL (2)12d TOE S3.0 SCALE: 3/4" = 1'-0" Associates, Inc. KING & JACK STUDS PLATES SEE NAILS E.E. x ° PER HEADER SCHED. -- 2x8 SPF��T&B w/ SCHEDULE • (MIN) 7ERI 6 12d TOE NAILS TOP 12d @ 8 O.C. 496 Osceola Avenue x SPF DIAGONAL & )BOT. (TYP) ROUGH OPN'G, SEE ARCH. 2x6 or 2x8 2x4 PT. SYP 2 Jacksonvill32250 Florida IF NO THREADED ROD OR ANCHOR # Ph.242-0908 Fax.241-9557 OCKING FASTENED KING & SHEATHING NAILING PATTERN NAILING PATTERN BOLT IS LOCATED AS SHOWN PROVIDE SILL PLATE CA#8344 /(2) 12d E.E. JACKS w = I I CONT. AT HEAD & SILL A '/2"0 THREADED ROD ANCHOR BOLT PER SCHED. Of NOTE: TRIM WALL SHEATHING TO MATCH OR PLAN JOINT. ADD FRAMING IN 1St ADD 3rd RADIUS WINDOW FRAME BY t 1/2" LTP4 ON FRAMING FACE. OR 2nd FLOOR OF 2x- (PER 8/S2.0) w/ 1 '/2" PLATE WASHER. / BOX BEAM BETWEEN WINDOWS 2x SPF RIPPED (2)2x- 1'-0" 6' TO FIT ARCH. SINGLE STORY WALL ROUGH OPN'G, SEE ARCH. IN TWO STORY FRAMING DEPTH REQ'D. --I-II(2)2x- MAX. MIN. BU T JOINT ~ '• -`� ''' ( ) PROVIDE AT A DISTANCE OF NO LESS THAN 6" AND NO MORE THAN 12" FROM ALL BUTT JOINTS IN THE SILL PLATE. 1 RADUIS WINDOW FRAMING 2 HEADER ABOVE HEAD & SILL FRAMING 3 BUILT— UP MEMBER 5 SILL PLATE BUTT JOINT D TAIL 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" i p `i ►,y REVISIONS BY 2x- SYP#2 CONT. ATTACH TO DBL FASTEN OSB TO NAILER ATTACH SW SHEATHING TO TOP PLATE AND FLOOR DECK, SEE DBL. TOP PLATE, ADJACENT TRUSS. BLOCK ALL TRUSS w/ 10d FLOOR DECK, SEE SEE NOTE 6 OF w/(1) ROW 10d @ 4 O.C. �• 10d@ 4 O.C. GENERAL NOTES. GENERAL NOTES. SEE BEARING WALL PANEL EDGES. NAILING TO @ 3 O.C. EDGE MATCH SHEARWALL. OF 2x- MAY /16 OSB DIA. FASTEN STRAP FROM GARAGE SCHEDULE. 1/S4.0 FOR SPH4/6 TYPICAL / /\ / � REQUIREMENTS. 16"SQ. MIN. ,,/,i� TO TOP PLATE w/ (2) DOOR HEADER TO JACK OVERHANG DBL. / " ANCHOR ' 1s " OSB DIAPHRAGM TOP PLATE. '� STUDS, SEE UPLIFT ' z 24"SQ. MAX. CORNER FRAMING, TYP / PRE-ENG. WOOD % �� i ROWS 10d 4 O.C. & GARAGE HEADER, ( FASTENED TO TOP PLATE > >� = %' ;%;� �! CONNECTION SCHED. 1 .. SEE PLAN. BOLT w/ 1 /2 b ROOF TRUSS BOT. 11 /4 ;�, j/ �; ,i 2x4 NAILER w/ (1) SHEATH PER GENERAL NOTES w/(2) ROWS 10d 4 O.C. CHORD �, ���%; /,, MAX. � ;,/ ROW 10d @ 4 O.C. THREADED ROD, WASHER CTR'D O rw/ 8d COMMONS @ 3" O.C. SEE GENERAL NOTES. ADD SIMPSON PA51 STRAP WHEN GARAGE WING ON EA. SIDE, AT ALL PANEL EDGES. (TYPICAL) WALL < 3'-6" EMBEDDED IN CONC. FILLED 4" MIN. EMBED. ° STEM WALL. FASTEN TO KINGS w/ 18-16d NAILS. MIN. (2) STUDS UNDER SYP#2 2x4 NAILER FASTENED FLOOR FRAMING IF SHEARWALL IS BEAM UON. ATTACH TO TRUSS BOT. CHORD w/(2) FASTEN TOP PLATES ALIGNED DIRECTLY 3-2x- STUDS (SEE DETAIL BELOW) SYP#2 PT 12o ., TOGETHER w/ 2 ROWS INTERIOR INTERIOR SHEARWALL, BENEATH FLOOR BEAM TO BUILT-UP ROWS 10d @ 4 O.C. OF 4 SEE SCHEDULE. TRUSS, OMIT HORIZ. AT CORNER. ADDED PA51 STRAP BOTTOM PLATE POST w/(2)HTS20. INTERIOR SHEARWALL, A[ )10d BETWEEN SHEARWALL, EACH STUD. SEE GENERAL OSB & EXTEND WALL EMBEDDED IN CONC. SEE GENERAL NOTES FOR NOTES FOR 7/ OSB (ON ONE SIDE) BLOCKING PANEL SHEATHING TO TOP SILL PLATE, SEE CONCRETE SLAB, FILLED STEM WALL 16 BRG. WALL SCHED. SEE PLAN. WHEN GARAGE WING NAILING. NAILING. BETWEEN FLOOR TRUSSES (2x4 SPF ALL FLANGE OF FLOOR BOX COLUMN ALTERNATE HOLDDOWN: AROUND). ATTACH TO DOUBLE TOP PLATE WALL IS < 3'-6". ON SIDE OF COLUMN WHERE HEADER BEAMS ARE SITUATED ALTERNATE A ALTERNATE B" TRUSS. ABOVE, ATTACH THE SILL PLATE TO SLAB w/(1)'/2 x 6" EPDXY w/5-16d NAILS BETWEEN EA. FLOOR TRUSS. 33/4 TO 5'/4 EITHER ALTERNATE MAY BE USED EXCEPT AT SW-2. AT SW-2 USE ANCHOR WITH 3 SQUARE STEEL WASHER. ATTACH CORNER PERPENDICULAR 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 FLOOR FRAMING TO FLOOR FRAMING 16" MIN. EMBED. EDGE @ GARAGE I I ABOVE WITH (1)MSTA24 STRAP. OF PA51 IN CONC. OPENING. FILLED STEMWALL. PA51 IN STEMWALL 6 GARAGE WING WALL ELEVATION 7 BOXED COLUMN AT PORCH 8 INT. SHEARWALL AT ROOF 9 INT. SHEARWALL AT FLOOR S3.0 SCALE: 1/2" = 1'-0" STEMWALL SHOWN, MONOLITHIC S3.0 SCALE: 3/4" = 1 '-0" \ S3.0 SCALE: 3/4" = 1'-0" S3.0 SCALE: 3/4" = 1'-0" SLAB FOOTING SIMILAR. 0 _J Q CONVENTIONAL ROOF FRAMING SCHEDULE LLI ASPHALT SHINGLE CONCRETE TILE H3 HURRICANE CLIP @ EA. ROOF RAFTER MAXIMUM SPAN MAXIMUM SPAN UPLIF CONNECTOR � ROOF SHEATHING, PLYWOOD OR OSB SHEATHING, (SYP #2) ,� Z PROVIDE BLOCKING FOR OUTLOOKER TO TRUSS. BOUNDARY OF SEE GENERAL NOTES. @24 O.0 @16 O.C. @24 O.0 @16 O.C. DBL TOP PLAT PRE-ENG TRUSS — ROOF DECK @ RIDGE. SEE GENERAL NOTES. 2x4 SYP#2 OUTLOOKERS SHEATHING HURRICANE CLIP PER # - 2 x 6 9'-6" 11'-6" 8'-6" 9'-9" (1) H3 �oE AIL (1) A35 MOE NAIL UPLIFT CONNECTION @ 24 O.C. ,. .. DER s 12d OR 8-12d Q 4-12d EXAMPLE OF PANEL 2 x 8 13'_O" 15'-0" 11F-6" 13'-0 (2) H3 2 A35 SCHEDULE. WALL STUD TOE NAILS TOE AIL ( ) TOE NAIL ry PROVIDE 2x4 SYP#2 UPRIGHT EDGE w/ BLOCKING 2 x 10 16'-6" 19'-0" 13'-9" 17'-0" ' (1) MTS12 (2) A35 LL., TYP. I FROM TOP TO BO CHORD OF WHERE REQUIRED BY WHERE A LEDGER IS INDICATED ON PLAN I I I I I TRUSS @ EA. X-BRACE (IF GENERAL NOTES. 2 x 12 19 -0 23 -0 16 -3 19 -9 (2) MTS12 (2) A35 AND NO TRUSSES BEAR AT THAT LOCATION, ���� I VERTICAL IS NOT PRESENT) NOTE: THE LEDGER IS BEING USED TO ATTACH THE I 3-16d @ I I I X-BRACE SPACING SCHEMATIC USE THIS SCHEDULE FOR ALL ROOFS NOT FRAMED BY PRE-ENGINEERE WOOD ROOF TRUSSES. /i /�� NOTE A NC AM NAIL SPACING AT AT CONVENTIONAL FRAMING LOCATED OVER OTHER ROOF FRAMING, SEE LEDGER BOARD DETAIL ADJACENT ROOF DECK. USE A 2x6 LEDGER EA. VERT. 2x4 SYP#2 I • • BELOW FOR ATTACHMENT OF OVERFRAMED RAFTERS TO MAIN RAFTERS. WHEN USING TWO H3 PER SCHEDULE BELOW.' ATTACH ROOF DECK # ADDITIONAL BRACES SUPPORTED EDGES I (TYP.) I _ AS REQ..,/ SPACING CLIPS ON 1 / �' •� X-BRACE. I 1; / SPACED w/ SPACING 2 WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DBL. OP PLATE FROM EA. PER GENERAL NOTES. ( I I I _ --_�t=-Y-- OF 5•-8• MAX. GENERAL NOTES OTHER. WHEN USING TWO A35 CLIPS ON V/2" WIDE LUMBER, STAGGERCLIPS VERTICALLY TO ��'� ° I Y AVOID NAILING INTERFERENCE. RAFTERS SHALL BE STRAPPED TO NEAREST MAIN ROOF RAFTER. ROOF TRUSS I ori' I I .• MIN; w/Z. ' EXAMPLE OF UNSUPPORTED 2x12 SYP #2 LEDGER, FASTEN TO ROOF THRU 16d04 FROM w (UNBLOCKED) PANEL EDGE. 1 „ SYP#2 LEDGER ATTACH TO STUDS LATE L� BRACEA ., TYPICAL ROOF DECK w/ 4-SDS /,,"x3 /2 SIMPSON SCREWS @ 16” O.C. w/12d COMMON WIRE I TO BLOC BELOW. I 0.131 x3 TOE NAILS @ 8 (TYPICAL) 1 ROW 10d COMMON AT EACH RAFTER INTERSECTION. O.C. FROM BOT CHORD OF NAILS @ 3" OC NAILS PER SCHEDULE BELOW. TRUSS TO DBL. TOP PLATE NAILING TO OVERFRAME AFTERS, 2x4x8' SYP#2 LATERAL 2-0.131x3" 0.131x3" INTERMEDIATE LEDGER SEE SCHD. A 0VE sTuos, ROOF OVERFRAME VERTICAL BRACE S 48" O.C. A EA. END 0 8" SUPPORT IS 6" TRUSSES OR REACTION LEDGER SIZE & NAILING 3-16d INTO EA. TRUSS. 2x4 SYP#2 O.C. O.C. MAX. UON FLOOR JOISTS. RAFTER SIMPSON H3 w/ 8-8d COMMON DATE 0-775 2x6 w/(5) NAILS @ EACH STUD BLOCKING STAG. NAILS FROM RAFTER TO LEDGER 776-1250 2x8 w/(8) NAILS @EACH STUD @ 24" O.C. 2x4 SYP#2X ROOF SHEATHING, 71 DESIGN/DRAWN 1251-1850 2x12 w/(12) NAILS @EACH STUD BLOCKING AS PER GENERAL ROOF USE THIS DETAIL TO LAP/MRG CEILING NAILER SIMPSON NOTES MEMBER, FASTEN OVERFRA ED CHECKED LEDGER CONNECTION SCHEDULE (NOT CONTINUOUS) LTP4 @ SEE PLAN ROOFS, VALLEYS, ETC. LAP 24" O.C. SHEET rio WALL LEDGER 11 GABLE END BRACINGr12 SHEATHING NAILING DETAIL 13 CONVENTIONAL ROOF FRAMING SCHEDULE S3.0 SCALE: N.T.S. S3.0 SCALE: N.T.S. (PLATFORM FRAMING) S3.0 SCALE: 3/4" = 1'-0" S3.0 SCALE: 3/4" = 1'-0" S34, 0 STEMWALL REINFORCEMENT g" N TYPICAL WALL FRAMING PROVIDE ANCHORS PER BOXED COLUMN, CMU UPLIFT CONN. SCHED. REINFORCING AND ANCHORAGE PER SEE 7/S3.0. o COURSES AT CORNER OF BOX w o 1 TO 6 #4 VERT. 0 48"O.C. CONSTRUCTION SPECS. THAT IS STRAPPED TO w 1#5 CONTINUOUS, PROVIDE BEAM ABOVE. 7 TO 10 #4 VERT. @ 24 O.C. /– CORNER BARS (TYPICAL) U � - O.C. UPLIFT CONNECTOR AT TOP & BOT. 1#5 CONTINUOUS, PROVIDE �_— —j 11 TO 12 #4 VERT. 0 8 STEMWALLS OVER 6 COURSES TO SLAB ON GRADE, SEE WALL STUDS & SHEATHING, OF STUDS, SEE CONSTRUCTION CORNER BARS (TYPICAL) 8" DETAIL AA N WOOD PANEL SHEATHING IF, INTERIOR STUD BEARING HAVE TRUSS TYPE HORIZ. JOINT SEE PLAN. BEARING WALL SCHEDULE AND ""'� SPECIFICATIONS. OMIT WHEN USING i i i SHEARWALL, SEE PLAN AND THREADED ROD ANCHOR SYSTEM. _ a SLAB ON GRADE, CONSTRUCTION SPECIFICATIONS. WALL. SEE BEARING WALL REINF. BETWEEN EVERY OTHER / / / CONSTRUCTION SPECIFICATIONS. I I v / / \ SCHEDULE. COURSE. TYPE M OR S MORTAR, .14 E_..= EXTERIOR GRADE a- Q � � � � SEE PLAN. UPLIFT CONNECTOR AT TOP & BOT. FILL CELLS SOLID. j\\ ......d SILL PLATE CONNECTION, PER OR SLAB ON GRADE, `�\ 8 THICKENED SLAB (UNLESS CONT. BRICK LEDGE CONSTRUCTION SPECIFICATIONS. SEE PLAN AND ARCH. w \� INDICATED AS A LARGER FOOTING OF STUDS, SEE CONSTRUCTION SILL PLATE CO NECTION, PER Lou Pontigo and (AT BRICK ONLY) � ; � ON PLAN), SHALL BE MIN. 4" SPECIFICATIONS. OMIT WHEN USING CONSTRUCTION SPECIFICATIONS. a • ° SLAB ON GRADE, ° a \j\\\�' WIDER THAN WIDTH OF BOX THREADED ROD ANCHOR SYSTEM. Associates, Inc. \\ \/ \/ /' SEE PLAN. / \j j\ COLUMN, SEE DETAIL AA ABOVE. 496 Osceola Avenue _ SLAB ON GRADE, Jacksonville Beach, Florida \/ °° d . oN , SEE PLAN. 32250 AT WALLS GREATER THEN \ ° o.. #4 DOWEL TO MATCH ° 1 ��� \\/ / j Q \\\ 8" CMU STEMWALL „ a °° ! ° ° ° \ • 4 • /\ Ph.242-0908 Fax.241-9557 4'-0" HIGH, NOTIFY EOR WALL REINFORCING. - \� �/ \\\ \\\ ° SEE 1/S2.0. \ \ ° / FOR TEMPORARY BRACING \\ N • • LAYOUT PLAN. / / \ CONT. CONCRETE FOOTING \/ \ ALT. FOOTING AT /\ • \ \\% / / 2–#5 CONT. SO BUILDERS DISCRETION. \ \ \ \\\ #4 DOWEL TO MATCH WALL REINF. 1–STORY 16" 3 8x16 1–STORY, w/(2)#4 CONT. (3–#5 CONT. @ BRICK LEDGE) „ 2 2–#5 CONT –STORY 20" ,.l ti; ••:: 6 12 1–STORY CONTINUOUS CONCRETE t' 10"x20" 2–STORY, w/(3)#4 OR (2)#5 CONT. 16" 2–STORY FOOTING, SEE 1/S2.0. Xk 1211x24" 13–STORY, w/(3)#4 OR (2)#5 CONT. ° c, 3" COVER (TYP.) L S260 STEM WALL w THICKENED FOOTING 3 BEARING AT INTERIOR '` STEM WALL AND FOOTINGriMMONOLITHIC EDGE FOOTING 2 = 1'-0" " = 1'-0" S2.0 SCALE: 3/4" = 1'-0" (SIM. w/ POST INSTEAD OF BOX COLUMN) S2.0 SCALE: 3/4" = 1'-0" S1.0 SCALE: 3/4 (SIM. AT PORCH EDGES w/o WALL) S2.0 SCALE: 3/4 REVISIONS BY SEE WALL STUDS & SHEATHING, SEE WALL STUDS & SHEATHING, BEARING WALL SCHEDULE AND UPLIFT CONNECTOR AT TOP & BOT. SEE WALL STUDS BEARING WALL SCHEDULE AND OF STUDS, SEE CONSTRUCTION & SHEATHING, UPLIFT CONNECTOR AT TOP & BOT. CONSTRUCTION SPECIFICATIONS. UPLIFT CONNECTOR AT TOP & BOT. CONSTRUCTION SPECIFICATIONS. SEE WALL STUDS SPECIFICATIONS. OMIT WHEN USING BRG. WALL SCHED. OF STUDS, SEE CONSTRUCTION OF STUDS, SEE CONSTRUCTION UPLIFT CONNECTOR AT TOP & BOT. & SHEATHING, SPECIFICATIONS. OMIT WHEN USING SILL PLATE CONNECTION, PER OF STUDS, SEE CONSTRUCTION THREADED ROD ANCHOR SYSTEM. & CONSTRUCTION SPECIFICATIONS. OMIT WHEN USING SILL PLATE CONNECTION, PER BRG. WALL SCHED. THREADED ROD ANCHOR SYSTEM. CONSTRUCTION SPECIFICATIONS. THREADED ROD ANCHOR SYSTEM. CONSTRUCTION SPECIFICATIONS. SPECIFICATIONS. OMIT WHEN USING & CONSTRUCTION 1–#5 CONT., PROVIDE SPECIFICATIONS. THREADED ROD ANCHOR SYSTEM. SPECIFICATIONS. CORNER BARS (TYP.) SEE 7C/S2.0 SILL PLATE CONN., 1#4 EXTENDED 3' EACH 1 #4 CONTINUOUS, PROVIDE SEE ARCH PLAN PER CONSTRUCTION SIDE OF RECESS. (TYPE.) 8" CMU STEMWALL, CORNER BARS 3' EA. SIDE 1�� SLAB ON SPECIFICATIONS. 5 ° ° GRADE, SEE ARCH PLAN SEE 7C/S2.0 SEE 1/S2.0. °° SLAB ON GRADE, OF RECESS. (TYPICAL) SILL PLATE 2 °° ,. _ i CONNECTION, ° SEE PLAN. SLAB ON �`— i j .(° ° SEE PLAN. 5�/s " PER GENERAL ° i° a / \\ 41„ --- ` % ° SEESLABPON GRADE, -�\/\ 5 °� 14- \ / \ 2 GRADE, °� /\j\\\ . . . � �^ NOTES. ` � / / / � / \ / ° \i\\/ " / � //\ SEE PLA 00 — \ j\\\ 8 x 8 BOND BEAM SHOWER PAN SLOPES TO DRAIN, SEE ARCH J 1 / w/ 1—#5 CONT. PROVIDE \\\ \/ a ., ,-�� /�\\ z \\\ \ PLAN. MAINTAIN 4" MIN. SLAB THICKNESS. o \ t °. • CORNER BARS (TYPICAL) iv j\\\\\ ° °• /\\ \\\/ 00 cv \\\\\/\ ✓ \\ \ • SHOWER PAN SLOPES T DRAIN, SEE ARCH a. .o .• \ / ALT. FOOTING AT a /\ g" CMU STEMWALL, \ \\ / PLAN. MAINTAIN 4" MIN. SLAB THICKNESS. \ \ 2–#5 CONT. BUILDERS DISCREATION. \\ . \/ j \ :o . °`� \j SEE 1/S2.0. CONTINUOUS CONCRETE ALT. FOOTING AT BUILDERS DISCRETION. CONTINUOUS CONCRETE FOOTING, SEE 1M/S2.0. SEE 1M/S2.0 FOR BRICK CONTINUOUS CONCRETE SEE 1M/S2.0 FOR BRICK FOOTING, SEE 1/S2.0. LEDGE AT BRICK ONLY. CONTINUOUS CONCRETE FOOTING, SEE 1M/S2.0. LEDGE AT BR CK ONLY. FOOTING, SEE 1/S2.0. 4 STEM WALL AT GARAGE 4M CURB AT GARAGE 5 STEMWALL w/ SHOWER RECESS 5M MONO. EDGE w/ SHOWER RECESS S2.0 SCALE: 3/4" = 1'-0" S2.0 SCALE: 3/4" = V-0" S�-o SCALE: 3/4" = 1'-0" S2.0 SCALE: 3/4" = 1'-0" V) Q Lj 1#4 EXTENDED SLAB ON GRADE, 3' EACH SIDE 1 #5 CONT. SEE PLAN. STEP, SEE ARCH. OF RECESS. z (TYP.) O � . a Q DRILL & EPDXY #4 @ 18" O.C. 0 8" 8"x8" THICKENED ANCHOR 3 (TYPICAL) DRILLED & EPDXIED THREADED & BEND DOWN I TO STAIR. EDGE w/ 1–#5 SEE WALL STUDS & SHEATHING, 7B @ CURB ROD ANCHOR, SEE GENERAL CONC. STAIRS 0 CONTINUOUS. BEARING WALL SCHEDULE AND NOTES AND DETAIL 1/S4.0. �� �� SECONDA Y POUR if INTERIOR STUD BEARING WALL, \\ \\ a #4@ 18" O.C. CONSTRUCTION SPECIFICATIONS. SILL PLATE CONNECTION, \ UPLIFT CONNECTOR AT TOP & BOT. SEE BEARING WALL SCHEDULE. PER CONSTRUCTION 41/4" MINIMUM \ DOWELS BEND OF STUDS, SEE CONSTRUCTION SPECIFICATIONS. EMBEDMENT 8" CMU STEMWALL w/ o o\ INTO STAIRS. r6A'� THICKENED SLAB SPECIFICATIONS. OMIT WHEN USING SILL PLATE CONNECTION, PER #5 VERT. HOOKED, INTO ,� THREADED ROD ANCHOR SYSTEM. CONSTRUCTION SPECIFICATIONS. FOOTING, @ 40 O.C. Q �� \ $ 4 MIN. �-o SCALE: 3/4 = V-0" BEND 2'-0" INTO SLAB STEP, SEE ARCH. PLAN. SLAB ON GRADE, (TYP) GRADE SLAB ON GRADE, Q • SEE PLAN. ° a. a SEE PLAN. CONTINUOUS CONCRETE / . a ° • \\/ FOOTING, SEE 1/S2.0. ° e SLAB ON GRADE, / / / PROVIDE SAME EDGE 4 e 8x16 THICKENED \\ \ DISTANCE AT MONOLITHIC ADDITIONAL FASTENERS REQUIRED 1#5 CONT. SEE PLAN. SLAB FOOTING. FOR SHEAR NOT SHOWN FOR w/ 2–#5 CONT. 3" CLARITY, SEE UPLIFT CONNECTOR TYP. FTG. EXTEND TYP. FTG @ o a �d. 1–STORY 16 °i SCHEDULE. WIDTH, SEE STAIRS & PROVIDEi 2–STORY 20" STEP,ARCH. DETAIL 1 /S2.0 #4@ 18" O.C. E.W. I DATE • j/ 05.25.05 (4" MAX.) EQUAL TO SLAB DESIGN/DRAWN 12"x12" THICKENED EDGE W/ 1–#5 THICKNESS. CONTINUOUS LAP/MRG 7C @ SLAB RECESS CHECKED LAP 6 THICK - rgCON CRETE STAIRS ON GR ADE SHEET B THICKENED SLAB 7 ONO. FOOTING AT STEP- DOWN 8 TYPICAL ANCHOR INSTALLATION S2.0 SCALE: 3/4" = 1'-0" S2.0 SCALE: 3/4" = 1'-0" S2.0 SCALE: 3" = 1'-0" S2.0 SCALE: 3/4" = 1'-0" i SYMBOL LEGEND - - WOOD BEAM OR TRUSS INTERIOR LOAD 3EARING WALL 1 2x6 STUD WALL @ 16" O.C. / \ 1 / SW# SHEARWALL SEGMENT. 1X/ 1X1 1X/ 7%7 STEP, SEE ARCHITECTURAL PLANS <;, BRACE GABLE END PER 11/S3.0 / \\ / '1 / \\ ' CONVENTIONALLY STRAPED AREA, SEE 6/S4.0 W- (2)13/4"x11 '/a„ W- i 2 2x_ HEADER Lou Pontigo and -- - E-_L-V __ ________ Associates, Inc. LTT20B (SIMPSON) O HDQ8 (SIMPSON) 496 Osceola Avenue Jacksonville Beach, Florida / 32250 HTT16 (SIMPSON) ♦ PA51 (SIMPSON) Ph.242-090 # ax. 41-9557 HTT22 (SIMPSON) X THREADED ROD )2 2x6 P _ SI WOS T OTH") NDS THI E D i- i . HTS20 (SIMPSON) �E PHD2 (SIMPSON) 00100:001 f� TR _ i So I SEE DETAIL 13/S3.0 FOR S �a P 1 I' ' ►°' = X Rus, 02 CONVENTIONAL ROOF BEARING WALL SCHEDULE N ( I �- - \ _ I FRAMING (TYP.) SES, •:� X31 0 L - ++ ++ 4 '+ \ j FLOOR STUD SIZE AND SPACING Of (2) 4x16 LAI 1.9E LVL I FIRST FLOOR 2x4 ® 16" w MICROLAM 1.9E LVL_ _ - - - - - I ----_- - SECOND FLOOR 2x4 @ 16" Q ' " / r\ TRUS FR02 �r z w - '� - ! THIRD FLOOR 2x4 @ 16" =o b (2)2x6 SPF#2 POST j J I _I THESE END OF TRUSS FG01. i I 1. DOUBLE TOP PLATES AND SILL PLATES SHALL BE SYP #2 REVISIONS BY U �W_2I I I i 2. PLATES IN CONTACT w/ CONCRETE OR CMU SHALL BE P.T. • -- _- a_-- 4(2)1 � I t_-:_- � ___ - � 3. SILL PLATE ANCHORS PER GENERAL NOTES. x16� x1.9E L L I 4. STUD SIZE & GRADE ON STRUCT. IPLANS SUPERSEDE THIS (2)2x6 SPF#2 POST I TABLE. POST FROM BOTH ENDS 0 5. MIN. OF SPF UTILITY GRADE FOR INT. NON-BRG. TOP PLATES. w SW-3 PROVIDE COLLAR TIES 6. USE SPF#2 OR BETTER FOR ALL BALLS IN THESE PLANS. ABOVE w ABOVE FROM TRUSS FRO i PER 1/S-1 A (TYP) 7. SPACE STUDS AT 24" O.C. IN NON-LOAD BEARING WALLS. 1360 _ 10 8. MAXIMUM PLATE HEIGHT FOR STUD SCHEDULE = 10'-1Y8" 9. ALL WALLS SHALL BE BALLOON FRAMED FULL HEIGHT TO ROOF _-_ 12I _ i OR FLOOR BEARING ELEVATION, U LESS NOTED OTHERWISE ON ---------- _----------- u I STRUCTURAL PLAN. op 2 X HEADER SCHEDULE ST-F \ / \ / \ / Ii ROVE \' " \' _ DECKZROOr PLAN HEADER MAX OPENING JCK STUDS KING STUDS 1 1 X Al (2)2x6 4'-4" 1 1 11 11 11 - SCALE 3/1_Q ==jj0� (2)2x8 6'-4" 1 2 (2)2x;0 8'-4"1 3 _ L �_ L _1�_ _L, � ALL EXTERIOR (2)2xl2 0 „ 2 3 (3)2x12 / WALLS ARE 2x6. „ SEE PLAN 160-4" 2 3 1. TYPICAL HEADER SYP #2 U.O.N. ON PLAN. 2 2x12 j 2. JACK AND KING STUDS SPF#2. ALL EXTERIOR WALLS ARE SW-3. -------------- - - 3. SEE DETAIL 6/S4.0 FOR TYPICAL FRAMING. 3 ++ ►� INSTALL ONE ANCHOR, PER 4. HEADERS ON PLAN SUPERCEDE THIS TABLE. (2)1 /4 x16 SCHEDULE, ADJACENT TO ALL 5. PROVIDE (2)2x12 SYP#2 HEADER AT GARAGE U.O.N. ON PLAN. MICROLAM 1.9E LVL .. .. .............. .......... ................... DOOR & WINDOW OPENINGS. (u.o.N.) ANCHORING SYSTEM SUMMARY f: . .. .... .......... ......... .... . �(... ..14: . 2x6 SPF 2 ( ) # z _ _ LiJ `1CRf� .,�,... POST BOTH ENDS FOR GENERAL UPLIFT REQUIREMENTS AT ALL ROOF BEARING -0-r 12TRUSS FG02. WALLS, A THREADED ROD ANCHORING SYSTEM, CONTINUOUS 0 U-1 SECOND FLOOR SHEARWALLRAMING PLAN M H UFR0 T E FOUNDATION TO THE DO BLE TOP PLATE SHALL BEry USED. CONVENTIONAL STRAPPING MAY BE USED IN LIEU OF 2x12 SYP#2 FLOOR SCALE: 3/16" = 1'-13" THREADED ROD ANCHORS PER DETIL 6/S4.0 UNLESS W TRUSS @ 24" O.C. OTHERWISE NOTED ON PLAN. SEE E ANCHORING SYSTEM _j PLAN NOTES: SECTION OF CONSTRUCTION SPECIFI ATIONS FOR ADDITIONAL Q SEE DETAIL 4/S1.0 1) BEAMS AND TRUSSES INDICATED ON THIS PLAN ARE ROOF FRAMING MEMBERS. INFORMATION. FOR NAILER ATTACHED 2) WHERE SECOND LEVEL POSTS ARE INDICATED ON THE SECOND LEVEL PLAN, PROVIDE SAME 0 Q TO STEEL WIND POST. POST ALIGNED WITH UPPER POST ON FIRST LEVEL. STRAP UPPER LEVEL POST TO LOWER LEVEL UPLIFT CONNECT R SCHEDULE POST Q$ TO LOWER LEVEL BEAM WITH (4)CS16. FASTEN POST TO FOUNDATION w/ HTT22, U.O.N. ON SHEET S1.0. CONNECTION UPLIFT (LBS) 3) POSTS INDICATED ON PLAN SHALL BE PLACED WITHIN WALL DIRECTLY BENEATH CONTINUOUS 2x6 SYP##2 (1)H8 QR (2)H3 < 745 ALL EXTERIOR WALLS ARE SW-3. BEARING END OF SUPPORTED MEMBER. CAP PLATE. FASTEN TO CONNECTION T0: 2 H8 < 1490 INSTALL ONE ANCHOR, PER ALL EXTERIOR WALLS AT 4) Y MARKS INDICATED ON PLAN ARE FOR THREADED ROD ANCHORS REQUIRED FOR SHEARWALLS EACH VERTICAL w/ DBL. TOP PLATE ( ) Z Z SCHED*LILE, ADJACENT TO ALL THIS LEVEL ARE CONSTRUCTED AND OTHER SPECIAL CONDITIONS. ADDITIONAL RODS FOR GENERAL UPLIFT ARE REQUIRED, 3-16d (TYP) OR (2)MTS12 < 2000 0 DOOR & WINDOW OPENINGS. (U.O.N.) OF 2x6 WALL FRAMING.(U.O.N.) SEE SCHEDULE. "EORER (2) HTS20 < 2900 0 5) SEE 13/S3.0 FOR CONVENTIONALLY FRAMED ROOFS NOT FRAMED BY PRE-ENG. ROOF TRUSSES. SHEATHING, SEE POST (2)HTS2O+(2)H8 < 4390 n FIRSTFLOOR SHEARWALL FRAMING PLAN- SCHEDULE 5. NOTE: TRUSS CONNECTIONS SHOWN N PLAN SHALL SUPERSEDE TABLE. AT MULTIPLE STRAP CONNEC IONS, SPREAD STRAPS TO SCALE: 3/16" = 1'-0" 2x6 SYP##2 VERTICAL AVOID NAILING CONFLICTS THROUGH TRUSS. PLAN NOTES: @ 24" O.C. (ADJ. TO TRUSS OR BEAM SUPPORT CONNECTOR 1) BEAMS AND TRUSSES INDICATED ON THIS PLAN ARE SECOND FLOOR FRAMING MEMBERS. SIMPSON A35 Q EACH FLOOR TRUSS.) RIDGE BOARD, 2) ALL BEAMS & HEADERS NOT SPECIFICALLY ADDRESSED ON PLAN OR SCHEDULE THAT SUPPORT SEE PLAN. HURRICANE co ROOF FRAMING (EITHER DIRECTLY OR THAT SUPPORT AN UPPER LEVEL WALL THAT SUPPORTS CLIP (TYP) rn ROOF FRAMING) SHALL BE SUPPORTED BY AN IN-WALL BUILT-UP POST CONSISTING OF (3)2x °° SIMPSON H3 @ EA. SPF#2 TO MATCH WALL DEPTH INDICATED U.O.N. FASTEN BEAM TO POST WITH 2 HTS20. CONVENTIONAL VERTICAL TO 2x4 SEE TABLE ABOVE # (U.O.N.). ( ) °° °° RAFTERS, SEE BLOCKING. CUSTOMER FASTEN POST TO FOOTING w/ HTT16. THESE SIMPSON FASTENERS MAY BE OMITTED IF THE ROOF FRAMING PLAN. " ( TONY MIDDLETON BEAM PASSES BELOW THE CONTINUOUS DOUBLE TOP PLATES AND A THREADED ROD IS WITHIN 2-12d @ 3 O.C. SUBDIVISION 6" OF THE SUPPORT POST. VERTICALLY .TO POINSETTA STREET 3)SEE DETAIL 8 & 9/S3.0 FOR ATTACHMENT OF INTERIOR SHEARWALL TO FLOOR & ROOF EACH TRUSS (TYP) LOT UNIT BLOCK TRUSSES & FOR ATTACHMENT OF EXT. WALLS THAT TERMINATE BETWEEN TRUSSES. SIMPSON A35 FRAMING 4)POSTS INDICATED ON PLAN SHALL BE PLACED WITHIN WALL DIRECTLY BENEATH ° °o O° ° o, , LIP AT EACH VERTICAL CUSTOMER PLAN NAME BEARING END OF SUPPORTED MEMBER. 5 SEE SCHEDULE FOR ANCHORING SYSTEM SPACING FOR GENERAL UPLIFT REQUIREMENTS. TO DBL. TOP PLATE. DESIGN/DRAWN ) Q 6)CHIMNEY FRAMING DETAILS, SEE DETAILS 8 & 9/S4.0. 2x6 SYP 8-12d NAILSNo. EACH END,COLLAR TIES w/ AOB BMB LS 7) 'POST FROM ABOVE' WHEN NOT BEARING ON BEAM, INDICATES THAT THE SAME SIZE AT EACH RAFTER. CHECKED AND SPECIES POST SHOWN ON THE 2ND FLOOR SHALL BE PLACED ON THE 1ST FLOOR 2x4 BLOCKING LAP ALLOWED WITH THE UPPER POST. SOLID BLOCKING SHALL BE PLACED WITHIN THE w NOTE: COLLAR TIE TO BE LOCATED BETWEEN EA. DATE THE TOTAL FLOOR TRUSS.2 3 FLOOR SYSTEM BETWEEN THE UPPER AND LOWER POSTS. NO HIGHER THAN / 9.21.05 RAFTER N HEIGHT OF THE RAFTER SCALE AS NOTED BEARING TYPICAL COLLAR TIE WOOD GUARDRAIL DETAIL JOB NO. 1 DETAIL r2 DETAIL SHEET S1.1 SCALE: NTS S1.1 SCALE: NTS S I SHEET 3 OF 5 f , Lou Pontigo and WALL SHEATHING Associates, Inc. PER SCHEDULE 5. 496 Osceola Avenue 2x12 SYP#2 PLOOR (4)3/4"0 A307 DBL. TOP PLATE. Jacksonvill32250 Florida WALL STUDS PERTHROUGH BOLTS Ph.242-0908 Fax.241-9557 1 PER SCHEDULE 2. JOISTS � 24 O.C. w/WASHERS. S2.0 RIP TOP OF JOIST GARAGE HEADER, CA#8344 FOR 1 SLOPE. SEE PLAN. r - - - - -- -- -- - - - - -_- , FLOOR DECK (2) SIMPSON I I _ - - - - - - - - - - - PER SCHEDULE 5 H3 AT EACH 1 � RAFTER. (TYP) /2 00 .I I •yam, I I I I ISS HEER BOL NE OEUTSIDEAFDACE OF TS � .A-. PRE-ENG. HEADER. V4 FLOOR TRUSS. CORNER STUD �, �/P�� I POST. L%�•� �;,5331 ;,_� I I I I 4" CONCRETE SLAB w/ I I I TYP. I z FIBERMESH @ 1.5 LBS/CU.YD. I I • 3/16" �F CONCRETE OR 6x6 W1.4xW1.41 I I CONTINOUS TYP. 31, 5 REVISIONS BY I I I ao �� ON 6MIL VAPOR BARRIER I I DBL. TOP :�: RIM BOARD 6 " \\-HSS "IN EPARED GRADE. I I SIMPSON LUS210 JOIST 8x I /2 TUBE • 1 ( I-�- I I HANGER (TYPICAL). PLATE. (TYPICAL) L- B R ACK E T DETAIL STEEL WIND POST. I 2 52.0 I s1.0 I� I RECESS HEADER BOLTS I 2'-0"x4'-0"x12" DE--_P ' I I 1 I I IN OUTSIDE FACE OF 2 SECTION I I I 3 MONO HIC SLAB l- _ 52.0 (3)13/4"x9'/4" LVL I I HEADER. S1.0 SCALE: 11/2"=1'-0" t I 52.0 w/3 L, NG WAY I HEADER. 2x8 NAILER/SPACER, 1 , � SEE 4/S-1. I I N j I I 2:O lq\ 5'-0" - " I I I " „ TYP. 3/16 00 1 Cn '� I I I I cn 2 W Ln ' N � a HSS 8x4x'/2" TUBE 4 HSS 8x4x' " III I STEEL WIND POST. --\' S1.0 TUBE STEEL ,(4 I I I I I I I 5 5 WIND POST. S2.0 I I I I III; I CONCRETE SLAB I I 1._ " I I I ' ( ON GRADE. I I 2 HSS8x4 R 1'/e" / 4- /4"03 w A307 Ij THREADED RODS w/9" 1 11 11 ! I 1 I I TUBE STEEL WIND EMBEDMENT & DOUBLE z Ld 4'-10 : • e•. NUT & WASHER AT POST BASE PLATE 0 LTJ 1 _ - _ , : •; . ..:.--•; �. BOTTOM. ry I 6'-6"`x4'-O%16" DEEP I I'� I 1 _ � �a •: : a • .• . .� .II II; MONOLITHIC SLAB FTG. �� I I __ - :;.•.; : ." . _ _ = w �- 1 -_ - •. . II II III-III-III-I i 3 SECTION w/5-#5 L.W. & 8-##5 I I-I I-I I III= - - - - CAST FRONT FACE OF _J 1 1 S.W. TOP & BOT. I �- , -III=1 =1 i 1= a'.II II `;. =1 I I=1 I I=1 I I THICKENED EDGE TO S1.0 SCALE: 1 '/2"=1'-0" -' I =III III=1 I I : :. ••. II II .�" I I=III= COVER BASE PLATE & L �I III-III=III=I a . . . - 1= ANCHOR BOLTS A 0 Q r J l� I I • MINIMUM OF 3". '/2" CDX . G 1 _ - - - - - --- BASEPLATE AND .:• : :: :.:.. . SPACER. WALL SHEATHING _ ANCHOR BOLTS PER SCHEDULE 5 W Q •.:• �• I:,: :, _ TOP REINFORCING, L - "' 6B L - - J SEE DETAIL 3/S-1 :-; ;y '. ' ' ' •� SEE PLAN. STEEL COL. SHALL BE " ..a �. la w• : a :..a .. • o FLUSH WITH INSIDE z z HSS 8x4x' TUBE 1 66 3" CLR, a0710 FACE OF 2x6 WALL. 0 /2 S2.0 r. STEEL WIND POST. S-1 S2.0 TYP. •: a .. ..: . .' .: of �--- O (2 PLACES) 18 -1 WIDTH, 4'-0 '-0 2x8 NAILER/SPACER " " OTTOM REINFORCING, FASTENED TO STEEL FOOTING AND SEE PLAN. 2x6 NAILER/SPACER COLUMN 16'? O.C. 45"O TUBE POST. FASTENED TO COL. FOUNDATION PLAN FOOTING AT TUBE STEEL WIND POST P.A. @ 8�'�0.0 SCALE: 3/16" = 1'-0" 4 SECTION 1 SECTION S1.0 SCALE: 1 '/2 "=1'-0" CUSTOMER S1.0 SCALE: 1"=l'-O" r TONY MIDDLETON SUBDIVISION POINSETTA STREET FOOTING SC EDULE LOT UNIT BLOCK TYPE LENGTH WIDTH D---PTH BOTTOM BARS CUSTOMER PLAN NAME • F2.0 2'-0" 2'-0" 1 -0" 3-#5 EA. WAY BOT. DESIGN/DRAWN t F2.5 2'-6" 2'-6" 11-01. 3-#5 EA. WAY BOT. AOB/BMB F3.0 3'-0" 3'-0" f-0" 3-#5 EA. WAY BOT. CHECKED F3.5 3'-6" 3'-6" 1 -01. 4-#5 EA. WAY BOT. LAP F4.0 4'-0" 4'-0" 1 -0" 4-#5 EA. WAY BOT. DATE f F4.5 4'-6" 4'-6" 1 -0" 4-#5 EA. WAY BOT. 9.21.05 SCALE 1. THIS FOUNDATION PLAN ONLY CON YS STRUCTURAL INFOR. AS NOTED RELATED TO THE FOUNDATION. FOR GENERAL FEATURES, JOB N0. DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECT RAL PLAN SHOWN HERE IN FOR REFERENCE ONLY. SHEET 2. REFER TO STRUCTURAL SHEET S2.0 FOR FOUNDATION SECTIONS. 3. FTGS. & FND. SHALL BE IN ACCORDANCE w/ FBC CHAPTER 18. 4. A SOILS INVESTIGATION REPORT IS ECONNENDED TO VERIFY SUITABLE SUBSURFACE CONDITIONS. 5. SOIL COMPACTION AND FILL SHALL 3E IN ACCORDANCE WITH S 1 0 FBC 1804.02 AND SHALL BE COMP CTED TO A MINIMUM OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. \11!HEET 2 OF 5 LATERAL LOADS 8c COMPONENTS AND CLADDING: DESIGN CODE: THE 2001 FLORIDA BUILDING CODE (FBC) & ASCE7__ 120 MPH BASIC WIND SPEED --------------- IMPORTANCE FACTOR --------------------------------------1.00 MEAN ROOF HEIGHT ---------------------------------------6/1 FT ---------------- -----6/12 _ ROOF PITCH--------- --II BUILDING CATEGORY ------------------------_-_----------_ -_-__B EXPOSURE CATEGORY ------------------- ____________ ENCLOSURE CLASSIFICATION -------------- ------_PART. ENCLOSED INTERNAL PRESSURE COEFFICIENT ------- ---- f .55 24-3 1. THESE PRESSURES REPRESENT THE NET PRESSURE (SUM OF EXTERNAL & COMPONENTS & CLADDING DESIGN PRESSURES (PSF) LINEAR VALUES INTERPOLATION BETWEEN LUES OF TRIBUTARAPPLIED NORMAL TO WALL Y 2 AREA IS PERMISSIBLE. TRIBUTARY INTERIOR EDGE STRIP: 3. PLUS AND MINUS SIGNS SIGNIFY PRESSURE ACTING TOWARD & AWAY FROM . sf ZONE 'o' = 3'-6' THE EXTERIOR WALL SURFACE. AREA ( ) 4. ALL COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH A-02 10 +34.0 -36.2 +34.0 -42.8 POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. 5. COMPONENT & CLADDING ELEMENTS WITHIN A DISTANCE 'o' FROM OUTSIDE LOU POI'1tIgO and t ACORNERS OF THE BUILDING SHALL BE DESIGNED FOR THE EDGE STRIP 50 +31.3 -33.5 +31.3 -37.4 PRESSURES. OTHERWISE, USE INTERIOR ZONE PRESSURES. 6. DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE ASSOCIGt@S� Inc. 100 +30.2 -32.4 +30.2 -35.0 RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPUER & SHALL MEET THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. 496 Osceola Avenue Jacksonville Beach, Florida DESIGN SPECIFICATIONS: 32250 Ph.242-0908 Fax.241-9557 DESIGN CODE: THE 2001 FLORIDA BUILDING CODE (FBC) CA 8344 OCCUPANCY: RESIDENTIAL GROUP R-3 (SINGLE & MULTI-FAMILY) FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A MIN. DEAD CONSTRUCTION: TYPE VI, UNPROTECTED LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF BOTTOM CHORD. 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/ FBC SECTION 1609.4.3. FLOOR 13.5 PSF FLOOR 40.0 PSF SPECIFICALLY, ATTIC FLOOR LIVE LOADS CONBINED WITH ROOF LIVE ROOF 13.5 PSF ROOF 16.0 PSF (T.C.L.L.) LOADS SHALL BE MULTIPLIED BY 0.75 WHEN COMBINED w/ 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 'J CONNECTIONS (UNLESS A SPECIAL CONNECTOR DESIGN IS REQUIRED DEFLECTION CRITERIA: FU ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD 1/180 ITHAT IS NOT AVAILABLE FROM VENDORS) 711v� FLOORFRAMING: LIVE LOAD L/480 AND TOTAL LOAD I/160 vNL SPECIFICATIONS: MATERIA Ise CAST-IN-PLACE CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS Cr Y UNITS: SHALL BE CONCRETE MASONRY UNIT IN ACCORDANCE WITH ASTM C 90 AND SHALL HAVE A ` CONCRETE IN MASONRY MINIMUM NET AREA COMPRESSIVE STRENGTH OF 1900 PSI WHEN USING TYPE M OR S MORTAR (ASTM C 270). IN i � v ' ACCORDANCE WITH ACI 530, THE 1900 PSI BLOCK IN COMBINATION WITH TYPE M OR S MORTAR PROVIDES A DESIGN Y COMPRESSIVE STRENGTH (f'm) OF 1500 PSI. GROUT: THE GROUT SHALL BE IN ACCORDANCE WITH ASTM C 476 AND SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF 3'e PLACED AT AN 8" TO 11" SLUMP AND HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS WHEN TESTED IN ACCORDANCE WITH ASTM C 1019. REVISIONS By REINFORCING STEEL• SHALL BE ASTM A615, GRADE 40. STRUCTURAL STEEL.• SHALL BE ASTM A36. CA N WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. I 0 ANCHOR BOLTS AND THREADED RODS: SHALL BE IN ACCORDANCE WITH ASTM A 307 OR ASTM F 1554 GRADE 36. lu WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). .. FR-02 70 � �7 Cn NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. I P I C) ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS (DUAL CARTRIDGE INSTALLATION ONLY): CD SIMPSON STRONG-TIE CO., PRODUCT: EPDXY-TIE SET OR APPROVED EQUAL. FR-02 O SIMPSON STRONG-TIE CO., PRODUCT: ACRYLIC-TIE SET OR APPROVED EQUAL. METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR SHALL BE GALVANIZED, Z-MAX OR SS. 00 CONSTRUCTION SPECIFICATIONS: PRE-ENGINEERED TRUSS NOTES ROOF ASSEMBLIES: ROOF ASSEMBLIES SHALL BE IN ACCORDANCE WITH FBC CHAPTER 15. ^ v ., DESIGN OF PRE-ENGINEERED WOOD TRUSSES SHALL BEAR FOOTING AND FOUNDATIONS: SOIL BEARING (DESIGN MAXIMUM): 2500 PSF. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A 00. DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM ;V THE SEAL OF AN ENGINEER I THE STATE SHALL COMPLY WITH NFPA, TRI, AND AITC 110FLORIDA AN CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE #3 ® 48" O.C. OR ROD CHAIRS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. CONTRACTOR SHALL VERIFY THAT ADAQUATE TRUSS BEARING IS INSTALLED AT ALI TRUSSES AS INDICATED IN REINFORCED CONCRETE DESIGN PER ACI 318 LATEST EDITION, f'c = 2500 PSI. ALL REQUIRES COMPRESSIVE STRENGTHS THE TRUSS SHOP DRAWINGS. (UNLESS OTHERWISE NOTED ON PLAN) ALL TRUSSES SHALL HAVE TE PORARY BRACING PER MASONRY. ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE USED. GROUT ALL 'COMMENTARY' AND RECOMMENDATION FOR HANDLING, CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS ALL CELLS BELOW FINISHED SHALL BE GROUTED SOLID. ALL EXTERIOR WALLS SHALL INSTALLING TRUSSES, HIB-91." BRACING META PLATE CONNECTED WO BE REINFORCED FULL HEIGHT WITH: N - #4 ® 4'-0" O.C. MAX. I I BOTTOM CHORD BRACING PERJE ENDICULAR TO TRUSS - #4 AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PERMANENT BRACING SHALL 1x4 SYP#3 OR BETTER oBOTTOM CHORDS AND ATTACD TO EACH TRUSS WITH AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSED, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, O (EVERY OTHER COURSE) UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6". IF THE FOOTING 2-8d COMMON NAILS. HE TRVIDPERMANENT BRACING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHOULD WHERE INDICATED ON THE TRSS MFR. SHOP DRAWINGS. ry ALL WOOD MEMBERS EXPOSED TO WEATHER OR tN4CAONTACT WITH MASONRY, CONCRETE OR SOIL SHALL BE AT END WALLS PROVIDE DIAGNAPS (APPROXIMATELY 45%) W000 TO THE ADJACENT EXTERIOR ERPENDICULAR WALL PRESSURE-TREATED. WOOD FRAMING SHALL BE IN ACCORDANCE WITH CHAPTER 23 OF THE FLORIDA BUILDING CODE, UNLESS OTHERWISE NOTED HEREIN. PT LUMBER INDICATED IN SECTIONS PRESERVED NTH SODIUM BORATE (DOT-DISODIUM BETWEEN EACH LINE U BRA NG TO FORM A ZIGZAG OCTABORATE TETRA HYDRATE). IF HOWEVER, ACO OR NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED PATTERN ALL CONSTRUCTED F THE SAME BRACING N RS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE MATERIAL. ALSO ALONG PR ID IWALLS PARALLEL TO FASTENERS T E BOTTOM CHORD BRACING PRO DE DIAGONALS IN THE END Q STAINLESS STEEL. EPDXY: EMBEDMENT OF EXPANSION BOLTS SHALL BE 3'/." MINIMUM IN CONCRETE AND 5'/s" GROUTED o SPACE BETWEEN THE WALLA D THE FIRST LINE 0 FASTENERS AND BOTTOM CHORD BRACING AT MAXIMUM SPACING OF 20 MASONRY. EPDXY SHALL BE 'SET EPDXY-TIE ADHESIVE' BY SIMPSON OR APPROVED EQUAL, EMBEDMENT OF RODS OR REBAR 2O-O 4-3 DOWELS SHALL BE 12 BAR DIAMETER MINIMUM (LION), HOLES SHALL BE '/a" LARGER THAN REBAR SIX AND '/e" LARGER FEET. �. THAN THREADED ROD SIZE. ANCHOR BOLTS EMBEDDED IN CONCRETE SHALL CONFORM TO ASTM A307 WITH 3" HOOKS x FOR STRUCTURES DESIGNED A PARTIALLY ENCLOSED, W TRUSS ENGINEER TO PROVIDE SPACING REQUIREMENTS FOR SPECIFIED LENGTH. r n BOTTOM CHORD BRACING OF E TRUSS WITHOUT USE OF SILL PLATE CONNECTORS: ALL EXTERIOR WALLS & INTERIOR SHEARWALLS, PROVIDE '/2"x6" Ig THREADED ROD ANCHORS w/ RIGID CEILING DIAPHRAGM, Z V J 2x2x'/e" PLATE WASHER DRILLED & EPDXIED ® 40" OC BETWEEN THRU-BOLTS INCLUDING BENEATH WINDOW SILLS. z BY SIGNING AND SEALING TH13 TRUSS LAYOUT, THE O O SHEATHING SPECIFICATIONS: SHINGLE ROOF - 15/32" APA RATED SHEATHING, NAILED w/8d COMMON NAILS 0 6" O.C. EDGE & 6" O.C. FIELD (® GABLE ENGINEER OF RECORD (EOR) AWES NO CLAIMS REGARDING 12- ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). THE COMPONENT DESIGN THA WERE PREPARED BY THE TILE ROOF - 19/32" APA RATED SHEATHING, NAILED w/8d COMMON NAILS ® 6" O.C. EDGE & 6" O.C. FIELD (® GABLE ENDS DELEGATED ENGINEER (TRUSS DESIGN ENGINEER) TO DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). PRE- ENG.WAL SEC0ND FLO0R DOES NOT CLAIM THE WOORKRKONTAINED ON THESE TRUSS - 15/32" APA RATED SHEATHING, NAILED w/ 8d COMMON WIRE 0 6" O.C. EDGE AND 6" O.C. FIELD. PROVIDE 2x4 ACHIEVE THE FRAMING DON THIS SHEET. THE EOR BLOCKING AT ALL JOINTS. FLOOR - 23/32" APA RATED STURD-I-FLOOR SHEATHING, GLUE AND NAIL WITH 10d COMMON 0 6" O.C. EDGE & FIELD ROOF TRUSS LAYOUT PLAN LAYOUTS AS HIS OWN. THEE TI CERTIFIES THAT THE PORCH - '/z" GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS ® 6" O.C. EDGE AND FIELD TRUSS AND BEAM SPAN DIRE TIONS, AND BEARING WALL (OR GREATER) COX PLYWOOD, w/ 6d COMMON NAILS ® 6" O.C. EDGE AND FIELD SCALE: N.T.S. LOCATIONS ARE THOSE WHICH THE SUPPORTING STRUCTURE -'/,a" OSB, w/ Sd COMMON WIRE NAILS ® 6" O.C. EDGE AND FIELD. WERE DESIGNED TO CARRY.TRUSS DESIGN ENGINEER EXP TIES DELEGATED TO THE D HARDIPANEL SHEATHING: WHERE HARDIPANEL SHOWN USE 5/16" HARDIPANEL SHEATHING FASTENED WITH 6d NAILS ® 6" O.C. EXPLICITLY NOT COVERED BY THIS SEAL INCLUDE COMPONENTS INDIVIDUAL TRUSS) DESIGN, 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 TO TRUSS CONNECTIONS, TRUSS TO TRUSS LOADING. EXTERIOR AND INTERIOR SHEARWALL SPECIFICATIONS: SHEATH PER WOOD PANEL SHEATHING SCHEDULE BELOW, WITH 2x- BLOCKING AT ALL PANEL JOINTS. EXAMINE ALL SECTIONS AND DETAILS FOR SPECIAL NAILING AND BLOCKING CONDITIONS. • CUSTOM WOOD PANEL SHEATHING: SW-# INDICATES WOOD PANEL SHEARWALL. PROVIDE NAILING AND ANCHORING AT EACH END OF SHEARWALL PER SCHEDULE BELOW QB AS INDICATED ON PLAN. PROVIDE STUDS AT ENDS OF SHEARWALLS PER 7/S4.0 (KING TONY MIDDLETON STUDS AT HEADER MAY SERVE AS DOUBLE STUD). IF CONVENTIONALLY STRAPPED, ANCHOR SECOND STORY END STUDS TO SUBDIVISION FIRST FLOOR WALL FRAMING w/ (3) CS16 OR AS INDICATED ON PLAN. GENERAL UPLIFT CONNECTOR SCHEDULE HOLDDOWN FASTENER SCHEDULE AND FLORIDA PRODUCT APPROVAL CODES POINSETTA STREET LABEL NAILING & END ANCHORAGE OF SHEARWALLS LOT UNIT BLOCK SWI: NAILING- 8d COMMON WIRE NAILS ® 3" O.C. EDGE & 6" O.C. FIELD ANCHOR- S/e"o ROD QR (2)'/z"0 RODS TRUSS OR BEAM SUPPORT CONNECTOR CONNECTOR FASTENERS APPROVAL CODE CONNECTOR FASTENERS PRODUCT CODE CONNECTOR FASTENERS PRODUCT CODE CONNECTOR FASTENE S PRODUCT CODE SW2: USE SW1 NAILING, EXCEPT SHEATH BOTH SIDES OF STUDS ANCHOR- w/ (2) s/e"0 RODS 5 4-10d TO STUD BUILT-UP POST FOUNDATION SEE FOUNDATION PLAN. LTP 12-8dx1'/Z" FL474.4 pHDS 1-5SDS'/4x3' TO TRUSS 2- /8 BOLTS TO BEAM FL1218.12 SSP FL1423.21 CUSTOMER PLAN NAME SW3: NAILING- 8d COMMON WIRE NAILS 0 6" O.C. EDGE & 6" O.C. FIELD ANCHOR- w/ /2"0 ROD FL503.26 CC44 „ s 2-5/ "� BOLTS TO POST 1-10d TO TOT P PLATE PORCHES LTP4 12-8dxt'/2 FL474.258 1- /8"� ROD TO FTG. e ANCHORING SYSTEM: FOR GENERAL UPLIFT REQUIREMENTS AT WALLS INSTALL I/_OO A307 THREADED ROD ANCHORS PER UPPER POST LOWER POST (2)CS16 4-5/ "0 BOLTS TO BEAM 4-10d TO STUD DESIGN/DRAWN 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, UPPER BOX COL. LOWER BOX COL. (2)CS16 AT EACH CORNER H2.5A 5-8d EA. END FL474.115 18-16d TO TRUSS s FL1218.18 DSP FL1423.21 AND AT ALL CORNERS AND WALL INTERSECTIONS. SEE SPECIAL ANCHOR LOCATIONS INDICATED ON PLAN. SEE DETAIL 8/S2.0 HTT16 FL503.20 CC66 2-5/8"0 1-10d TO TO T P PLATE ACH /BD FOR TYPICAL ANCHOR INSTALLATION. INTERIOR PARTITION WALLS AND INTERIOR BEARING WALLS WITH NO ROOF UPLIFT DO BOX COLUMN FOUNDATION (1)LTT206 (SEE 7/53.0) H3 4-8d EA. END FL474.116 1-'/2"� ROD TO FTG. BOLTS TO POST NOT REQUIRE ANCHORS. ANCHORS AT ENDS OF SHEARWALLS MAY VARY, SEE SHEARWALL SPECIFICATIONS ABOVE AND PLAN HEADER BEAM BOX COLUMN (2)HTS20 H8 5-10dx1.5" EA. END FL1423.7 32-16d TO TRUSS PA51 9-16d (EMBED ANCHOR) FL474.335 4-10d TO STUD CHECKED FOR LOCATION. AS AN ALTERNATE THE CONTRACTOR MAY INSTALL CONVENTIONAL STRAPPING PER 6/S4.0 FOR HEADER BEAM POST (2)HTS20 HTT22 FL503.21 LTT208 1-10d TO TOT P PLATE FL1423.21 LAP INTERIOR/EXTERIOR ROOF BEARING WALLS IN LIEU OF THE ANCHORING SYSTEM SPECIFIED ABOVE. THIS SYSTEM USES A POST FOUNDATION (1)ABU44/66 MTS12 7-tOdx11/2" EA. END FL474.325 1-5/8 � ROD TO FTG. /8"� ROD TO FTG. FL503.6 DATE THREADED ROD (THRU-BOLT) CONTINUOUS FROM THE FOUNDATION TO THE DOUBLE TOP PLATE. TYPICAL ANCHOR BOLTS ARE HD10A HTS20 24-10dx11/z" EA. END FL538.9 20-SDS'/,x3" TO TRUSS 4-5/8"O BOLTS TO TRUSS CONNECTOR NOTES: 9.21.05 ONLY REQUIRED AT THE FOLLOWING LOCATIONS: EXTERIOR BEARING WALLS & INT. SHEARWALL ALL EXT. WALLS & INT. SW PROVIDE 1/2 x6 HDQ8 FL1463.25 1. ALL TRUSS-TO-TRUSS CONNECTIONS SHALL BE PROVIDED AT IN EXTERIOR WALL SILL PLATE WHERE THE THRU-BOLT SPACING IS GRATER THAN 6'-0" O.C. SILL PLATE FOUNDATION 1 „ MSTA24 9-10d EA. END FL1901.57 1-7/e"o ROD TO FTG. SET SIMPSON EPDXY-TIE FL402.3 BY DELEGATED TRUSS ENGINEER, SCALE - SPACED ® 6-0" O.C. E D THRU-BOLT w/ 2x24/8 PLATE WASHER - AT THE EXTERIOR WALL SILL PLATES WHERE THE THRU-BOLT IS MORE THAN 12" FROM THE END of THE PLATE. DRILLED & EPDXIED 0 40" oc BETWEEN MSTA36 13-10d EA. END FL1901.59 LUS28 6-10d TO HEADER AT SIMPSON ACRYLIC TIE FL2304.1 2. WHEN USING TWO STRAPS SINGLE PLY TRUSSES, ' AS NOTED THRU-BOLTS INCLUDING BENEATH WINDOW FL474.284 PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE • ALL CONVENTIONAL FRAMING SHALL BE SYP 2. REFER TO TRUSS SHOP DRAWINGS FOR TRUSS 9-10d EA. END 4-10d TO JOIST CS20 9-8d TO MEMBER EA. END FL1901.6 JOB N0. ROOF AND CEILING FRAMING. # SILLS. MSTAM24 FL1901.61 FROM EACH OTHER. USE TH FASTENERS TO RIGHT. PROFILES. PROVIDE SOLID BLOCKING AT SHEATHING JOINTS IN THE FIRST TWO RAFTER OR TRUSS SPACES FROM GABLE END. 5-'/4"x2-1/4 TITENS 14-16d TO HEADER 6-10d TO STUD FL474.384 3. 5/8"0 OR 7/g"o THREADED DS SHALL BE EPDXIED TO ROOF SHEATHING SHALL BE ATTACHED TO BLOCKING WITH PANEL-END NAILING REQUIREMENTS. HUS26 FL474.284 SRI SHEET GARAGE HEADER JACK STUDS (2)MSTA24 MSTC28 18-16d EA. END FL1901.63 6-16d TO JOIST 4-lOd TO TO TOP PLATE SLAB FOOTING w/ 5" EMBE MENT. OR TO STEM WALL MEANS AND METHODS: THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL 48 BE RESPONSIBLE FOR CONSTRUCTION w 12" EMBEDMENT. (SEE 8/32.0 FOR TYP. ANCHOR MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY MSTC40 26-16d EA. END FL1901.64 36-16d TO BRG. MEMBER 6-10d TO STUD / OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF THEM TO CONSTRUCT THE WORK IN ACCORDANCE HGUS2$2� FL474.139 SP2 FL474.385 INSTALLATION & EMBEDMEN 1/2"0 RODS) S041 WITH THE CONTRACT DOCUMENTS. MSTC66 38-16d EA. END FL1901.67 12-16d TO BRG. MEMBER 6-10d TO TO TOP PLATE FL1423.15 HU410 22-10d TO TRUSS 14-16d TO HEADER SP4 6-10dx1.5" TO STUD FL474.386 LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL MGT FL1218.148 6-16d TO JOIST SPH4 10-10dx1.5" TO STUD FL538.34 ENGINEER ARE LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, WOOD PANEL SHEARWALLS, WALL 1-1/2"oROD TO FTG. FRAMING AND REQUIRED SHEATHING AND HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS 10-SDS'/.x3" TO TRUSS ABU44 5/,,"o ROD w/ 12-16d FL474.21 SPH6 10-10dx1.5" TO STUD FL538. SHEET 1 OF 5 PHD2 ItONNECTION, AND ANY ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. FL503.27 ABU66 1/2"� ROD TO FTG. 15/8"0 ROD w1- 12-16d FL1725.1 , E L E C T R I C A L L E G E N D THE LOCATIONS OF PLACEMENT OUTLETS, SWITCHES, AND FIXTURES ON THIS PLAN MAY VARY IN THE ACTUAL HOUSE DUE TO LOCAL BUILDING CODES AND THE LOCATION OF BUILDING MATERIALS. ELECTRICAL CONTRACTOR SHOULD TRY TO MATCH THESE LOCATIONS AS CLOSE AS POSSIBLE. E)= 110 DUPLEX OUTLET CEILING LIGHT Q-- HALF-SWITCHED OUTLET &iNp WEATHER-PROOF OUTLET Pc PULL-CHAIN =E)= CEILING OUTLET ® FLOOR OUTLET WALL LIGHT & 220 OUTLET Qp RECESSED LIGHT ® SPECIAL PURPOSE OUTLET �69- SWITCH RECESSED EYEBALL 3-WAY SWITCHF EXHAUST FAN W/ �-d 4-WAY SWITCH LIGHT wP - I © �9 DIMMER SWITCHF❑ EXHAUST FAN FLUORESCENT STRIPS CEILINGRFFAN FOR �� UNDER CABINET BEDROOM 1 BEDROOM 2 CENT GREAT = �{ CEILINGLIGHTL1J ROOM WIRE/BRACE FOR W ' pop. 4 CEILING FAN W/ SINGLE FLOOD l LIGHT DBL. FLOOD PHONE OUTLET \ / p CABLE N OUTLET Q SMOKE DETECTOR * Q ' ELECTRICAL CHIME — i ( PANEL BOX T THERMOSTAT a Q / f . A/C DISCONNECT ® GARAGE DOOR OPENER O SD D ♦ INSTALL SMOKE DETECTORS PER CODE. KITCHEN can li d BATH * ALL ELECTRICAL WIRING TO BE IN ACCORDANCE WITH r n _ 02 NEC. PROVIDE ARC-FAULT CIRCUIT INTERRUPTERS F Pc �/ l U pinaull tcthainic t IN ALL BEDROOMS PER ARTICLE 210-12. Q Li REF F \ 0- U GFl 9yG Q�' HALL DN SD SD r D LAUNDRY disc. � 0 MASTER t BATH i UP BATH / ((� Q 00 F ' F up to sconce W/H cFl 96n �cFl i F CU one[ TWO CAR / GARAGE disc. qP disc. / � — -64 / , � O MASTER I / / BEDROOM I DECK / r ch�ne / i GAR. DOOR ` OPENER r / OWP 1 disc. meter J / WP phone/cable / door sensor i door sensor / DECKWp q m 1`0 Ow WP box for street lamp Q Z J Lt_ LLJ \ / 0—j U= J J to � o � QcO LLJ M r- I LLJ Uz � Ud ~ O Z . UZNIJO Q Q r') Q 0) DRAWN BY Anthony Middleton FIRST FLOOR ELEC . PLAN SECOND FLOOR ELEC . PLAN ROOF/DECK ELEC. PLAN SCALE SCALE: 1/4" = 1' — 0" SCALE: 1/4" = 1' — 0" SCALE: 1/4" = 1' — 0" DATE: 08/09/05 CHANGES 00/00/00 REV. DATE REV. DATE JOB NO. SHEET OF E • SHINGLE ROOF ELEVATION TOP OF PEAK 12 VENTED SOFFIT 33'-8" 6 ELEVATION TOP OF PEAK FIXED GLASS WINDOWS FIXED GLASS WINDOWS 30'-6" 2x10 CEDAR WALL CAP ELEVATION TOP OF PEAK 29'-6" 1-j" DIA. PAINTED GALV. PIPE RAILS ® 4"O.C. TO FIBERGLASS SHINGLES 12 3'-6" A.F.F. DECORATIVE 6 FIBERGLASS SHINGLES FIBERGLASS SHINGLES CEDAR VENT ALUM. GUTTER TOP OF DECK ELEV. TOP OF WALL 22'-6" 22'-0" ALUM. GUTTER DECORATIVE CEDAR SHADE 2'x2' FIXED GLASS WIN. TRELLIS (OBSCURED) CEDAR LAP BEVEL SIDING 6" PROFILE - 3'x5' SINGLE HUNG (4) 36x80 FRENCH DOORS METAL ROOF 3'x5' SINGLE HUNG ,2 W PAINTED WOOD CAP METAL SIDING o row 10" VERT. PROFILE GALV. METAL SCUPPERS IT 4x4 CEDAR EAVE CEDAR SHAKE o BRACKET CEDAR SHAKE SIDING 6" PROFILE SIDING 6" PROFILE ( n M V / 0 • LL 17'-O"x8'-0" OVERHEAD Q Q DOOR 3'x5' SINGLE HUNG II� 3'x5' SINGLE HUNG I ' TOP OF FLOOR r n 0'-6" . � Q W EAST ELEVATION NORTH ELEVATION 0 m SCALE: 1/4" = 1' - 0" SCALE: 1/4" = 1' - 0" U 0- z Q . �0 F- Q ALUM. ROOF VENT ALUM. ROOF VENT VENTED SOFFIT LT 12 0 6 FIBERGLASS SHINGLES 36"x32" SINGLE HUNG 3'x5' SINGLE HUNG .3 x5' SINGLE HUNG 3'x5' SINGLE HUNG 3'x5' SINGLE HUNG 3'x5' SINGLE HUNG o �.. m cn N Z N 3'x3' SINGLE HUNG O LL- � W J ---I U u7 ~ W 0 � � � mr� 3'x3' SINGLE HUNG ULLJZHU4- H O z Ln 3'x5' SINGLE HUNG ryZ � I- O (4) 36x80 FRENCH DOORS Q Q n Q 0-) DRAWN BY Anthony Middleton SCALE 1/4" = 1'-0" (UNO) DATE: 08/09/05 CHANGES M/D/Y REV. DATE SOUTH ELEVATION WEST ELEVATION REV. DATE JOB NO. SCALE: 1/4" = 1' - 0" SCALE: 1/4" = 1' - 0" SHEET OF _r 7'-0" 7'-5" 3'-4j" 3'-7j" I r 'N STORAGE AREA 6 c° -1x SKIRT BOARD CONT. iN 1-4"x3 OAK POST C4 io c� ►� oxx z = Am00 24'-3" ... . .... .. . _ 0 01 L, 1 o I ca 3'-0" o 20'-0" 30 OAK POST ® � 1x SKIRT BOARD CONT. 3'-0" HIGH CONT. OAK HANDRAIL HANDRAIL (1-1%2-4") 30 OAK POST 4'-2,1 1—j"x3 OAK POST W/ CAST IRON BALUSTERS ® 4"O.C. UP 3'-0" HIGH CONT. OAK „ HANDRAIL (1— "x2— ") 3x3 OAK POST 3—2 W/ CAST IRON BALUSTERS ® 4"O.C. 8" HIGH WOOD DECK FIRST FLOOR STAT R PLANS 30 OAK POST 01 SCALE: 1/4" = 1' - 0" 00 12'-4" 7'-0" 24'-3" SECOND FLOOR STAIR PLAN 6'-0" 6'-0„ SCALE: 1/4" = 1' — 0" W EMERG. ESCAPE EMERG. ESCAPE W WINDOW WINDOW T ' Co 00 0 = I � D • 00 ',GREAT BEDROOM 1 = BEDROOM 2 � N r�oo L� ROOM rho i7 11'-6 " r0loo O 7'-54" 44-1 2" high wall 12'—Og" 2x6 /6"vent chase Obase 6'-11 A" fro stove to ext. wall u'A W S\ 05z � KI�T3CsH•EN 219���p1�i - L 0+8'-6" N � � `o + 7'-0" -C-4 4 No , O UWQ ROD&SHLF D _ °° !'noxo ROD&SHLF x o 30 80W2'-00 ►,� BATH ATTIC SCU 1LE I o) Z 1 00 o oK 1 �R+" I = I to Q " o S 4 0 of • AH U FSO r _ J f 00 4s. r .�1 REF AS � ;;� HALL �o��� �- PRE-ENGINEERED PRE-ENGINEERED s �O h 6\ DN ROOF TRUSSES oKET qyG +gyp o = �� ROOF TRUSSES 7'-3 yp �\ �' (SEE TRUSS PACKAGE) (SEE TRUSS PACKAGE) LO ' LAUNDRY BATH ' UP 2 0 A\9 ° SPIRAL DIA. CR O i 8'-O" CEILING 8'-0 CEILING �� , MASTER STAIR UP a-bines ove an besTTe Rte' BATH (16R ® 8-3/4") W/H I D W 2 x GL. at 0 5'-0" CU o = 1 (V I 10'-10" 0 36x80 MTL "� 4_ SPIGOT 5'-4" CU _ vxooiv 0x80 WD 14 Co r r-100r to Il _ 0 4'-7" 2'-94" 3'-9 Y M = SP RADIA. �r o I d 8 CURB STAIR o_ iD o DN I I 00 in ca x M 36x80S . TWO CAR, GARAGE PAINTED MASTER w PIPE RAILS 04"O.C. TO o BEDROOM 3'-6" A.F.FCO 1 1 0 b Sao o_ tO N r 0 1 rNoo I x cD cn 911. z M DECK 1 O o oo LO � 0 °oxo� ROD&SHLF PRE-ENGINEERED N 00 a M 3'-5" 12'-4" 3'-5" ROOF TRUSSES tom• m t� o (SEE TRUSS PACKAGE) �' J w Z LL CL Ck: I. Z 2 Q U / 1-j" DIA. PAINTED GALV. 0I J J m / M DECK PIPE RAILS ® 4"O.C. TO `n < in J 3 '-6" A.F.F. _j FN I JwzQ0Z ,I- O F— OZ (nLo 17'-2" 17'-2" 3'-10"A L ` UZNQO 1'-5" 1'-5" 1,_5„ V-5" 6" Q Q rn DRAWN BY 20'-0" 4'-3" 20'-0" 4'-3" Anthony Middleton fie SCALE 1/4- = 1'-0" (UNO) DATE: 08/09/05 FIRST FLOOR PLAN SECOND FLOOR PLAN CHANGES 00/00/00 REV. DATE SCALE: 1/4" = 1' — 0" SCALE: 1/4" = 1' — 0" ROOF/DECK PLAN REV. DATE JOB N0. SCALE: 1/4" = 1' - 0" N OTE: SHEET SEE STRUCTURAL DRAWING S-1 A FOR ADDITIONAL ROOF PLAN OF PRE-ENGINEERED ROOF TRUSS (SEE TRUSS SEE STRUCTURAL DRAWINGS PACKAGE) CIV o Atlantic Beach �Zoning Departrnert! F 0 R LOCATION AND SIZES vMM"Compfiantx%ith apps cable [zon�, aq vision and other local Ian Mont AREA EVALUATION A L U A T I O N 10pl for Issuans,nce but does not con titut( OF EXTERIOR INTERIOR t for Issuance ami an WithFloridaF8 ding-Code and all other uire ant l, State d Federal permitting require ent BEARING FOOTERS t be verifi d by signature of the City of A anti LIVING (CONDITIONED) 1990 SQ FT c P'e� Taal prior to the issuanofaROOF DE CONSTRUCTION: GARAGE (UNCONDITIONED) 400 SQ FT oved By.1X6 DECK OARDS ON 2X4PT S EErERS mm ity eve o mentdw ON THICK OPPED ASPHALTIC RLL ROOFING ON 2,0-/j:2 -J AdD2 'GRACE' SE F-ADHERED W.P. M BRANE TOTAL UNDER ROOF 2390 SQ FT ' OVER �" C X PLYWD. 7'1.� DECK AREAS 2191 SQ FT A 24'-3" STORM WATER STORAGE REQUIRED STORAGE VOLUME 970 FT PARTIAL BLDG SECTION @ ROOF DECK PROVIDED STORAGE VOLUME I PRE-ENGINEERED ROOF TRUSS(SEE TRUSS PACKAGE) SCALE: 1/4" = 1' - 0" (90'x10'x1.5') 1350 FT' ROOF: FIBERGLASS SHINGLES FOR 120 MPH RATING CLASS 'A' RATED ASTM E 108 & UL 790 ASTM D3462 I � SECURED W/ 4 NAILS UNDERLAYMENT: ASTM I I I D226 TYPE 1 OR ASTM D4869 TYPE 1. ON CDX PLYWD. W/ 8d NAILS ® 6" 50'-0" o _ _ R- BATTS INSUL. MAINTAINQ�y / � MIN. 2" AIRSPACE �`P < v ) Q 0 �PQ� — � I � IP �o FLASHING �� GP�e6 �' S� R 10'-0" P.T. 1x o 0 O FASCIA - - - —J \- 1/2- GYP BOARD 0I 1 PERF.ALUM. (SINGLE KNOCK-DOWN I '00PQi SOFFIT 12" TYP FINISH) NOTES: \5� R-13 BATTS 2x4 NAILER CONT. �?"C', W INSUL. „ (2) 2x4 TOP PLATE CONT. DESIGN CONFORMS WITH 2001 FLORIDA BUILDING ( n CODE SECTION 1606 120 MPH WIND FORCES o�� 20'-0" o ell 2x4 STUDS EXPOSURE 'B' IMPORTANCE FACTOR '1 ' INTERNAL I WN01 �o PROPGH OSED l �loA� Q 4" THK. CONC. SLAB W/ ® 16 O.C. " GYP BOARD PRESSURE COEFF. +� 0.55 �� I DECK BUILDING CATEGORY 11 1BLMREINF. ON TYP. F� � 6MIVAPORBARRIER v,, a0 M 4" COMPACTED GRAN. 241-3" O t FILL (3000 PST) o e TERMITE TREATED ALL FOOTINGS SHALL BEAR ON MIN. 2500 PSF I Iz BEARING CAPACITY SOILS VINYL SIDING (OR CEDAR �Z SHINGLES PER ELEVS.) w o , REBAR 6000 PSI ,� Q flN W APA RATED WALL SHEATHING 2x4 BOTT. PLATE CONT. CONCRETE 3000 PSI I TYPE VARIES (SEE ELEVS.) W/ I O Q 8d NAILS ® 6" O.C. AT ALL PNL I EDGES & 12" O.C. IN FIELD (UNO) " T&G PLYWOOD W/ TYVEK HOUSE WRAP 8d NAILS ® 61, ALL RAILS AND GUARDRAILS SHALL BE CONSTRUCTED TO RESIST A FORCE OF 200 LBS I �---- o I O PRE-ENGINEERED FLOOR IN ANY DIRECTION � P t JOISTS -TJI (SEE TRUSS - I ROPOSED TWO- STORY FRAME ) I PACKAGE) HOUSE W/ ROOF DECK C-4 2v Q o OCCUPANCY �a ~o GROUP: R3 „ 410, rn DRAWING INDEX: I CONSTRUCTION N,P ��Qv _z \-1/2" GYP BOARD TYPE: VI 049 O �A a R-13 BATTS (SINGLE KNOCK-DOWN w 4" INSUL. FINISH) 06 / A - 1 SITE PLAN, FDN PLAN, TYP. SECTION ip "a L.L 2x4 NAILER CONT. — FLOOR PLANS ROOF (2) 2x4 TOP PLATE CONT. A OO PLAN, 2x6 STUDS ELEVATIONS TYP. GYP BOARD E- 1 ELECTRICAL PLANS - I " DIA. THREADED ROD o CONT. TO 2ND FLOOR I 115'-9" TOP PLATE (SEE S- 1 STRUCTURAL PLANS & DETAILS i 10'-0" 1 STRUCTURAL DWGS) , S- 1 A STRUCTURAL PLANS & DETAILS " APA RATED WALL SHEATHING } " THK. COIC TYPE VARIES (SEE ELEVS.) W/ CO. 2x4 SOLE PLATE �QF,�,G �QE�-G �, m ORCH SLA of 8d NAILS ® 6" O.C. AT ALL PNL NT' S— 2 STRUCTURAL PLANS & DETAILS ,,,�� �,0 17-2 $ j G� Cn LEDGES & 12" O.C. IN FIELD (UNO) W/ DIA. WOOD TIE RODE + 0\^ �vQF' g�,P r N ®F ;o O.C. & SHOT PINS S— 3 STRUCTURAL PLANS & DETAILS I 0`P�� X 01� I Z 4" THK. CONC. SLAB / r II r w p LJi SLOPE 6 MIL. VA REINA. ON o I p J _ 6 MIL. VAPOR BARRIER LGRADE ATTACHMENTS: 0 U Ln 4" COMPACTED GRAN. o Q i- W FILL (2500 PSA) 17'-2" TERMITE TREATED Ln (n ZIK I c�.CuTeLt RIp� EXISTING DRAINAGE SWALE I m V-5- 1 -5 ,- - - - - - -- - - - - - 1 .) PLAT SURVEY . . . . . . . . . _ C-) >- ,. , 1 V = orz ,� 00 2.) TRUSS ENGINEERING (FLOOR& ROOF) 50'-0" -- N Q 20 '-0" 4'-3" 3.) SHEARWALL CALCULATIONS Q Q n Q � O • NORM l` ' MONOLITHIC CONC. 4.) SPIRAL STAIR ENGINEERING (LOT 689) DRAWN-BY v FTG. W/ 2-#5 BARS CONT. 5.) FLORIDA ENERGY EFFICIENCY CALCS. Anthony Middleton (� , _4" POINSETTIA ST. SCALE 6.) ELECTRICAL RISER DIAGRAM 1/4" = V-0" (UNO) DATE: 08/09/05 --=DRAIlit CHANGES 0/00/00 S FOUNDATION PLAN TYP . WALL SECTION \f 1-0 fR �- 171 , I V E D REV. DATE SCALE: 1/4" = 1' - 0" SI TE P 643rik A+���� I E�p,CN CITE' ;:= I_ `'i�' 3E^Ch REV. DATE SCALE: 3/4" = 1' - 0" _ �® JOB NO. SCALE: 1/8" = 1 0 8 ZUU� SEP 2 8 2005 Nov SHEET OF —_