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Paradise Lane 781 --�- '�� 7 ,� - _....�..�... ..�._.,.,_� .r_... .� e in r Resi n e de ce } Atlantic Beach Florida N C70 is O C4 � d' W m w !~ C-1 -1 0 om S C N I F. Con 0 >�: "Cl ow > a 0 a r.L O as aF" 7 � a f 7- low APPROVED CITY OF ATLANTIC BEACH BUILDING OFFICE . .�; 8 06 gy: i AOO r w 781 Paradise Lane 4D ABBREVIATIONS FAS FASTEN(ER) PAR PARALLEL A ABV ABOVE ANCHOR BOLT F F.B. ACE BRICK P PBD PARTICLE BOARD A/C AIR CONDITIONING F.B.O. FURNISHED BY OTHERS PC.CONC. PRECAST CONCRETE ACC ACCESS F.D. FLOOR DRAIN P.E. PORCELAIN ENAMEL AC.T. ACOUSTICAL TILE(CLG) F.E. FIRE EXTINGUISHER PED PEDESTAL(SINK) AFF ABOVE FINISH FLOOR F.F. FINISH FLOOR(LINE) PERI PERIMETER A.D. AREA DRAIN F.G. FIXED GLASS PKG PARKING ADD ADDENDUM FOL FIBERGLASS PL PLATE(HEIGHT) ADH ADHESIVE FIN FINISH PRAM. PLASTIC LAMINATE ADJ ADJUSTABLE FLG FLASHING PLAS PLASTER AGG AGGREGATE FLR FLOORING) PNL PANEL A.H.U. AIR HANDLING UNIT FLUB FLORESCENT(LIGHT) PNT PAINT(ED) AL ABOVE LANDING FN FENCE ALT ALTERNATE FND FOUNDATION PR PAIR PREFAB PREFABRICATED ALUM ALUMINUM F.O. FACE OF PSF POUNDS PER SQUARE FOOT A.P. ACCESS PANEL FP FIRE PROOF PSI POUNDS PER SQUARE INCH APX APPROXIMATE FPHB FIRE PROOF HOSE BIBB PTN PARTITION ARCH, ARCHITECT(URAL) FPL FIREPLACE P.T. PRESSURE TREATED(WOOD) ASPH ASPHALT FR FRAME(D)(ING) PV PAVE(D)OR PAVING A.T. ASPHALT TILE FS FULL SiZE PVC POLYVINYL CHLORIDE(PIPE) AUTO, AUTOMATIC FTG FOOTING AVG AVERAGE FUR FURRED(ING) PPWD PLYWOOD B36 36"WIDE BASE CAB. GA GAUGE Q.T. QUARRY TILE B BD BOARD G G.B. GYPSUM(WALL)BOARD BF BI-FOLD(DOOR) G.C. GENERAL CONTRACTOR R RiSER(ON STAIRS) BIT. BITUMINOUS GD GRADE OR GRADING R R/A RETURN N BLKG BLOCKING G.D.O. GARAGE DOOR OPENERco BLDG BUILDING GFI GROUND FAULT INTERRUPTER R.B. RUBBERBASE BAASE o CMUs RAD RADIUS BLK BLOCK ( ) GL GLASS OR GLAZINGRBL RUBBLE r7 PD C43 R.D. ROOF DRAIN » = O W 0 o M BLKG BLOCKING GL,BK. GLASS BLOCK t\ ro BM BEAM G.I. GALVANIZED IRON REFR REFRIGERATOR B.M. BENCH MARK GT GROUT REQ REQUIRED — ~ 0 P' �' BP BI-PASS DOOR BRG BEARING ) RES RESILIENT [ � �*Utoo »C 0 0 BRK BRICK H42 H 42'HIGH(WALL} REV REVISION(S),REVISED '� ��1 ,� U U Lq (M U HS HOSE BIBB REINF REINFORCED(ING) ... B.S, BOTH SIDES H.C. HOLLOW CORE RFG ROOFING _� .0 � U o CV 8SM7 BASEMENT HD HEAD OR HARD R.J.B. REINFORCED JUNCTION BOX 00_ W o v ,� W. BTM OR BOT BOTTOM DETECTOR OR HEAVY DUTY RLG RAILING O BTWN BETWEEN HDR HEADER R&M RANGE W1 MICROWAVE BVL BEVELED HDW HARDWARE s~ B.W. BOTH WAYS NGT HEIGHT R.O. ROUGH OPENING H,M. HOLLOW METAL R.O.W. RIGHT OF WAY CAB CABINET HORZ HORIZONTAL R&S ROD AND SHELF(S)C.B. CATCH BASIN HR HOUR CEM CEMENT N.R. HALF ROUND(WINDOW) SC SOLID CORE(DOOR) CER CERAMIC HS HORIZONTAL SLIDER S SCH SCHEDULE OF CUBIC FOOT HTO HEATING SD SMOKE DETECTOR CHAM CHAMFER HVAC HEATiNG/VENTILATINIGIAIRCOND. SEC SECTION C.I. CAST IRON HWD HARDWOOD(FLOORS) S.F. SQUARE FEET C.I.P.GONG. CAST-IN-PLACE GONG. SF,GL. SAFETY GLASS CIR CIRCLE I.B. IRONING BOARD S.G.D. SLIDING GLASS DOOR CIRC CIRCUMFERENCE ' I.D. INSIDE DIAMETER SH SINGLE HUNG OR SHELF(VING) C.J. CONTROL JOINT OR CONSTRUCTION JOINT I.L.O. IN LIEU OF SHT (DRAWING)SHEET CK CALK(fNG)CAULKING) I.M. INSULATED METAL SHTHG SHEATHING CL CLOSET OR CENTER LINE INS OR INSUL INSULATED(TION) SIM SIMILAR CLG CEILING INT INTERIOR SKL SKYLIGHT CLR CLEARANCE) SL SIDELIGHT OR SLEEVE CLS CLOSURE OR CLOSER(DOOR) JST JOIST(FLOOR OR ROOF) CM CENTiMETER(S) JT JOINT SNT SEALANT SPC SPACER CMU CONCRETE MASONRY UNIT SPEC SPECIFICATIONS C.O. CASED OPENING KD KNOCKDOWN(CEILING) SPK (AUDIO)SPEAKER(S) COL COLUMN KIT KITCHEN S.ST, STAINLESS STEEL COMB COMBINATION KO KNOCKOUT STD STANDARD CONC CONCRETE KPL KICKPLATE(ON 000)13) STG OR STO STORAGE COND (AC)CONDENSER KIS KNEE SPACE STL STEEL CONST CONSTRUCTION CONT CONTINUOUS LAM. LAMINATE(D) STR STRUCTURAL CONTR CONTRACTOR L LAV LAVATORY(SINK) SQ SQUARE SUS SUSPENDED CORK CORRUGATED L,B.O. LOCATION BY OTHEFRS S.W. SHEAR WALL CPR COPPER LiV LIVING DIMENSION NOTE C OR CPT CARPET L,L, LIVE LOAD T TREAD(AT STAIRS)OR TILE 4, FRAMING CRS COURSE($) L.P. LAMINATED PLASTIC T.B. TOWER BAR CSMT CASEMENT LT LIGHT T.B.D. TO BE DETERMINED C-ST. CAST STONE L.T. LAUNDRYTUB TO TERRA COTTA DIMENSIONS ARE TAKEN FROM FACE OF STUD TO A. Laminated veneer lumber(LVL)shalt provide the design values aqua)to or exceeding the C.T. CERAMIC TILE LTL LINTEL T.G.J. TROWELED CONTROL JOINT FACE OF STUD,UNLESS OTHERWISE NOTED, following: CTR CENTER OR COUNTER LVL LAM VENNER LUMBER(BEAMS) TEMP. TEMPERED(GLASS) CX CONNEXTION LVR LOUVER T&G TONGUE&GROOVE 2800 psi in Bending,Fb CY CUBIC YARD TEL TELEPHONE M M METER(S) THK THICK(NESS) 281;psi in Horizontai Shear,Fv D 12 D 12"DEEP MAX MAXIMUM THR THRESHOLD 2,000,000 psi in Modulus of Elasticity,E D DRYER,OR DRAiN MAS MASONRY T.O.C. TOP OF CONCRETE rte( DBL DOUBLE MATL MATERIAL B. Unless otherwise noted,all dimension framinglumber shall have an allowable bending DECO DECORATIVE T.O.F. TOP OF FOUNDATION g _ MC MEDICINE T.O.M. TOP OF MASONRY stress+875 p.s.i.,(1000 psi repetitive)orbetter. D. ' Provide mainer clean-out within 5'-0"inside or outside of the building line unless noted DEM DEMOLISH,DEMOLITION MECH MECHANICAL T.O.W. TOP OF WINDOW Otherwise. DEP DEPRESSED MFR, MANUFACTURER. TR OR TRN TRANSOM(WINDOW) Ii! p DET DETAIL MH MANHOLE TP TOILET PAPER HOLDER VARIES C. Unless otherwise noted,provided: E. in all buildings;�:`untinuous conduit shall be installed from the water meter to an exterior D.F. DRINKING FOUNTAIN MIN MINIMUM TV TELEVISION OUTLET OR LOCATION remote water rn tar reader at a location to be approved by the Water Department. The DH DOUBLE HUNG MIR MIRROR TYP TYPICAL 1. All trusses shall be securely braced both during erection and after permanent installation in conduit shall be apabie of accepting a low voltage minimum 2 conductor cable supplied DiAM DIAMETER MiSC MISCELLANEOUS a building in accordance with commentary and recommendations as published by the Truss and installed by he electrical contractor.The cable shall be copper and a minimum#18. DIM DIMENSION MLD MOULDING UUC UNDERCUT(DOOR) Plate institute. The water depa Ment shad O.L. DEAD LOAD MM MILLIMETER UNF UNFINISHED make the connections. DN DOWN(STAIRS) MMB MEMBRANE r U.N.O. UNLESS NOTED OTHERWISE DIMENSIONS ARE TAKEN FROM FACE TO FACE OF MASONRY �j D.P. DAMP-PROOFING M,O, MASONRYOPENftG DR DOOR MOD MODULAR UNIT OR FACE OF MASONRY UNIT TO FACE OF STUD. 2 4"high density T&G,Plywood subfloor glued and nailed. Panel span rating shall be APA DRY DRYER MACHINE MRB MARBLE V VB VANITY BASE t DS DOWNSPOUT V.B. VAPOR BARRIER MTL METAL V836 36"WIDE VANITY BASE recomTimm mendations. Exposure 1,with sealed edges. install per manufacturers'spacing and edge F. Water service s all be 1"minimum from each exterior shut off valve. D/S DRAWER STACK(CABINET) MT MOUNTED(ING) VERT VERTICAL • recommendations. O.T. DRAIN TiLE MULL MULLION OR MULUED �., VIN (SHEET)VINYL OTL DETAIL V.S. VEGTABLE SINK 3 G. All shower hea heights to be 80"AFF at fiberglass showers and 84"AFF at ceramic DW DISH WASHER N/A NOT APPLICABLE V.T. VINYLTILE Y"underlayment(minimum)under vinyl or tile on wood frame floor systems. showers. DWG bRAWiNG N.I.C. NOT iN CONTRACT' W DWR DRAWER NL NAILABLE 4. 1 sheathing with'H'clips.s APA anal an rating shall NOM NOMINAL W3630 36'W X 30"H WALL CAB Min high density O.S.B.wood roof she t g p p sp g EA EACH N.T.S, NOT TO SCALE W WIDE OR WASHING MACHINE be 240,exposure 1,with sealed edges.install per manufacturers'spacing and edge EB EYEBROW(FLAT ARCH) N.G.V.D. NAT,GEODETIC VERTICAL DATOM WC WATER CLOSET IMPORT T NOTE. E.F. EACH FACE WD woao recommendations. E.J. EXPANSION JOINT OA OVERALL WF WIDE FLANGE(STEEL BEAM) ALL REF RENCES BY STRUCTURAL & MEP EL ELEVATION O.C. ON CENTER 0 OBS OBSCURE(GLASS) W.H. WALL HUNG WH WATER ER D. Roof truss systems shall be fabricated with wood chords and wood webs in accordance with ENGINE IN G WILL SU PE RCE D E ALL NOTES, ELEC E.P. ELECTRIC(AL) ECT ELECTRICAL O.CAB. OVERHEAD CABINET designs prepared under the supervision of a registered professional engineer. WI WROUGHT IRON EO EQUAL O.D. OUTSIDE DIAMETER WIC WALK-IN CLOSET REFERS CES & CALLOUTS ON THE ARCHITECTURAL EST ESTIMATE O.G.D. OVERHEAD GARAGE DOOR WiN WINDOW UT PLANS. TIFY DRAFTERS OF DISCREPANCIES & E.W.C. ELECTRIC WATER COOLER OPNG OPENNGD w/WWP TH WIATERPRIOOF(ING) EXG EXISTING I+. Roof trusses manufacturer shalt submit 2 sets of seated shop drawings to builder for CLARIFY ONFLICTI NG INFORMATION. EXT EXHAUST OPT OPTIONAL W.R. WATER RESISTANT OSB ORIENTED STRAND BOARD W.S. WATER SOFTENER approval of roof trusses and beams EXT EXTERIOR WWAINSCOT Ale W.T.T.,W. WALL TO WALL WWM WELDED WIRE MESH ATTIC VENT F. Mln�s exterior grade plywood or OSB wood sheathing behind all masonry veneer,dryv# panes and cedar sidling.See elevations for locations. CALCULATION G. Pressure treated lumlber to be used where wood is in contact with concrete and for 2x4 mud SYMBOLS sill, H. Exterior deck construction shall be with pressure treated lumber with dimensions as O FORMULA:indicated on the plans, EARTH PLYWOOD ELEVATION KEY OR SECTION KEY 1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES OF CEILING SHEET NUMBER SAND OR GRAVEL FiLL ® INSULATING SHEATHING *144 SQ. IN. = 1 SQ. FT. BLDG. CEILING (SF)X 144 = BLDG (SQ. IN.) WOOD STUD PARTITION BATT INSULATION BLDG. (SQ. IN.)/300=SQ. IN, OF VENT REQUIRED DETAIL NUMBER OR SECTION KEY SQ. IN. OF VENT REQUIRED 12= 50%AT RIDGE&50%AT EAVES SHEET NUMBER 3-2X4 WOOD POST OR 2-2X6 RIGID INSULATION UNLESS OTHERWISE NOTED -- ANGLE BRiCK WATER CLOSET AREA TABULATION CONCRETE BLOCK CENTERLINE MAIN FLOOR PLAN 1232 SQ.FT. CONCRETE TUB/SHOWER SECOND FLOOR PLAN 713 SQ.FT. HB HOSE BIBS FREEZE PROOF STONE ED GAS LINE STUB TOTAL AIC AREA 1945 SQ.FT. STEEL0 LAVATORY FRONTPORCH 186 SQ.FT. d PENNY +� DIMENSIONAL LUMBER DOUBLE SINK LANAI 101 SQ.FT. PERPENDICULAR 11 PATIO 80 SQ.FT. PLATE BLOCKING GARAGE 469 SQ.FT. SINGLE SINK - ROUND OR DIAMETER FINISH!GRADE WOOD TOTALAREA 2781 SQ.FT, GENERAL NOTES A1 .1 781 Paradise Lane Q2 NAIL ROOF SHEAll" (PER STRUCTURAL) 12 IMPORTANT NDTE- REFER TO ROOF PLAN AND SAVE DETAILS T-8" FIBERQASS SHINGLES OVER 30# VAIRES ON SHEET FOR ROOF PITCHES FOR ALL FELT OVER 7/16* OSB BOARD OR 16 HOUSES - - I ol 224' ------------- 1513f PIC SHEATIfNG. O.H. STRAP FOR MUSS ANCHORAGE (SEE STRUCTURAL) 7 y-5yj' 5'-0"AIR BAFR.E BIV EA TRUSS �—R-30 INSULATION AT CLG. TO MAINTAIN 1/f MIN AIR SPACE FOR ANT ONG 04 A a C14 GALV, METAL DRIP 1/2' COLING BD OR 5/8' GYP. BD TYP co EDGE r, c WRAPPED ALUM. m %.6 0 ll� a2 FASCIA OVER 2X8 m `4 4 11 4 oi cuo om PERFORATED H.8 pp .. 0) cc 10 X 9 CONC.PATIO 0 was cu tt VINYL/ ALUM. SOFFIT (A �4 I.. --- --- — -0 0 co ----------- —%------ ---------------------- 7711�;7177111 FRIEZE STEPS TO GRADE AS --------------------------- 1 REQUIRED BY CODE -JA -----P VIDE WD—WALL BLOCKING FLAT WISE 0 0 P4 to J01M IN SHEATHING Ir. S 0 16' OC (MIN #2 SPF) 2x STUD 9 -4 t t ! 1 1 Nk ------- --------------- P.T. PLATE I/ ANCHOR I tt1% Z BOLTS PER MCTURAL —___—_.------------------------ 4` CONCRETE SLAB WITH 6'WAO/10 W.W.F. TYP. (3000 PSI. Do (D .w_.... ___ y ' _ ' I �-7- FIBER MESH OPTIONAL). % jA-5 JJ2 (1) 5 CONT. 1 0 bo 2-11' V-3-1 SIRE GRAM AWAY t i t ALL Sv" IM 1.4 6 MIL VAPOR BARRIER T-6,V2 3-41" .0 L————————————————————————————— —TYPICAL FOOTING (MONOUIMC OPT) L--------------------------------- SEE STRUCTURAL FOR SIZE & REINFORCING T % I D/SP *ENT To REF. D/W SPACE 4"CONC.SLAB —J W, TYP 1 Sto Wall Section 6 x 6 NO. 10 WVV`M OR F IBERMESH. SINK REINF.OVER VAPOR BARRIER SCALE: 1/2"=1"-0* DIS . OVER CLEAN COMPACTED D/Wj w 'p� TREATED FILL In A(C PAD f &V-W FIN.ELK, % ol % VERIFY INTERIOR BEARING WALLS WITH J 0 TRUSS ENGINEERING 10, 0100 oe i 31q. I � tp ALL ANGLES ARE 45'UNLESS OTHERWISE t 000 ALL 0� t ti o� -------------------------------------------------1 0 pmo I I THIS PLAN IS T�BE USED FOR GENERAL 7777 Z11777771 LAYOUT USES. THIS IS NOT TO BE USED —— ----------------------------- AS A STRUCTURAL PLAN.ALL ENGINEERING MUST BE EER.SEALED BY A LICENSEDNSED ENGIN 4"STEP DOWN A-I----------------------- STEPS TO GRADE AS REQUIRED BY OWE ------------------- uj L-------------------------- L --- ---------------------- - uj A- I f ' t -S 12" ! ' � O L-------------- --------------------- 111111Z/A 7 7 77 7 z 7 r---------------- ----------------------------------- ---------------------------------------- A 71% - . L ---' j d STEPS TO GRADE AS 44 REQUIRED BY CODE A ;d'4 4. 1 4 4. 4 A. 4 • A � .4 .14 44. 4 A' 4d . 4. 4 t dA T-01/2" 5'-lV' v 2V-4' lV4, 4V-0" oun a ion an_ SCALE: 1/4"=1'-0" PLAN A2,0 781 Paradise Lane 40'-0" JI JI 22'-4" J. 5'-0" 4-491/2" J. 5._51/to /Z 12'-1" e. 40 2-1172 2'-b" X-7y2" 6'-8" 29'��2 3'-10" 1'-7'# 71.31. 0. Egress Window A. Egress Window *3060 SH H•S 4801x48 GLS BLK *3060 SH @ TEMPERED @ 90"AFF 90"AFF @ 90"AFF o N -� M N 2X6 W M cn ■ /� 0 N _ V O l0 N N N X O �" d' cc - N 2868 1-L PATIO " v rn o IS Sad �* -' ca N v �, d N O '1 O cd ,_ 1 " " b ih ►. — Op > aw 3 2f2 1'-7" 5.572 BYPASS COs TO 40.5"hdd 13SUPERINTENDENT KNEEWALL a + �� 2868 Joe N 40.5"h 9r-o CLG. PKT MASTER SUITE LIZ _ KNEEWALL 9-9X9'-O 9'-O" CLG.N 30"S/B 30"S/Bzm 1 -0 ll'-6"X 15''0" 21" n o o D/S 2668 = co co uo 2x6 LANAI 11'-91/" `r R/s N = w _ _ _ ______ _______ 906 9'-D"CLG. to ..+ 3060 SH @ 12'-8"X Mumcn 1 I 9'-0"CLG. iV 2868 w _�______ _______ PKT RJS 2868 SEOOND FLOOR (2)28681-L w/12"TRANSOM t VENT THR -- _--- 15" 24" t\ WALL � ° _----�– OHC OHC I 39"REF. 15 rD/W =I 6'-0" 2'-10" 1868 SPACE 8/C ® =I [31 N �\\ :o �a i - - M � ---- UTILIT I-�"�=w- ,SINK , � I 1 + ++ DISPOSAL �� I 40.5"h WALL 4 I 9—O CLG. , , W/15 BAR =N1% 1 CONDENSER ----- V-2"X 5'-1" TOP !f 2868 j pis 'I 1 3` 1668 PKT I T 1 -�'� KITCHEN C� =� M 23�=""XZGin i LIVING ROOM ---------- I VAULTED CLG. _�. __. __�___.^_ ___ o I x °� 1 I CONDENSER RANGE w/ IV-4P X-Ir Lei MICRO HOOD 19-4 X 16 11 N c 1 1 ^r Q _ __ _ 2068 ILu I N Ln L.J 2468 F- BSC _— ���' ---84-/C--- a 45' 1 _ -45"- 0 ^� Co�'i C"1 N OHC OHC - N Opi I w _--------_-------.....--.------------------•-------------- 3060 SH @ X et ►; 1'-4" c�'-0" 1'- o+ n 90"AFF in MZP 17 Qa 7.404" cup 068 t 2868 FOYER 2=11 1`-iL�� 1'-9 " 131-81, z N `�' GWGE WALL TO BE SEPARATED FROM LIVING SPACE BY _ ___-_-9,9(7'M9_----- , 00 1R"GYPSUMBAORDAPPLIED TOTHE GARAGE SIDE VAULTED CLG. L—Et to CORE STEEL OR 20 MIN W.H. V-0"X 41-10" 10"COLUMN TO CEILING FIRE RATED EGUIV.DOOR 3060 SH @ 90"AFF o V to CCS 3068 w/(2)10"SL DINING ROOM 91-/err CLG. 11'-1"X 10'-6" GARAGE CEILING TO BE FINISHED wJ 3060 SH @ 516`TYPE X GYPSUM BOARD 90"AFF ---- Ch1 M M fV C3 GARAGE 3060 SH @ 3060 SH @ 90"AFF 90"AFF 0 IT-TX 22'-9" FRONT PORCH gr_Orr CLG. 19'8"X 7-0" -----c-------------I i 1 �i� 13 13 13 � 1 in �♦ L --/—___–_--__ --•-- `�\ SECOND FLOOR �� a '4 4' i .cl a v 4 d. 2 6 16'X 7'O.H.D. 2 X 6 Q Q ` p v d. a d a 4' v a d '44 v a 4. a 4 4 a d 4 d G v A. °. 4*- A. 4 a A av 4 4�. d p v :d p 'o 4 d' a•4 a .a .4' a G a• 4 a p ` 47 4v 4• Ad v v Q a 4. 4 a 4 a a 4 a adv a a. a a : a d ° d v p a a s p 4 4p, d' d 4 4• Q d 4 a. d4 A p• a d d • d a 4. a 4 p 4 A 4 a. Q, d d d a 4 p. 46 4 4p a A d a 4 /• . . . . .4 . 'A- AREA TABULATION 4 a 4 d 4 p 4 d v 4 a 4 MAIN FLOOR PLAN 1232 SQ.FT. 101•2" 101_2" 4'-0" 4'-0" 4'-0" 3'-4" 4'-4" SECOND FPLAN 713 SQ.FT. 20'-4" 8'-0" 11'-8" TOTAL A/C AREA 1945 SQ.FT. 40l-011 FRONT PORCH 185 SQ.FT. LANAI 10 1 SQ.FT. PATIO 80 SQ.FT. irs oor ra in n irst oor n GARAGE 469 SQ.FT. . SCALE: 1/4°=1�-0" n_ �_ n TOTALAREA MAIN FLOOR PLAN SCALE: 1/4 1 0 2."9 �O.F,i . A2.1 781 Paradise Lane N co O V _ c'1 cc "o t- N_ 201-Wl » w -o w Nr to N c�V v C-4 DS N a r• `'��" cuts O d' 0 5'-10" 14'-611 r NNS V ON v xi w r•. 0 = 1 I I I I I I ; AIC Nc 2668 LOFT OPTION L 3-3"XX iz�3" s t t t t STUDY 3050 SH @ 9'-0"CLG. 84"AFF V-V X 14'-6)" 42"h KNEEWALL !! j i � ---------------------------- ..----_-------- ----------------- ------ ------ ------ % - -- -- - -- - -��-._.- -- -------- z V-41 = 17 7. 04" � N 3050 SH @ DOWN 84"AFF ca � M 8-3 _ D/S ° D S q M -N Q J , „ SCUTTLE cn �. (A M a 9'-0"CLG. HOLE h cnu 30"26682 0) c\1 PT a b L' 2668 1 1 BAT c' ( I , " ca 10'-1111 3'-7�' S,-s„ �____.; � X LG. x S-0 X8- N - TUB L, Egress Window BEDROOM 2 sHow� � 3050 SH @ 2'-7" 4._411 2-1 8411 AFF �''-8°X T-2" 2668 �c - :. T 1 O N 2068 V _o PKT. RSt BEDROOM 3 cc C� 9'-0"CLG, 11'-0"X 9'-10" aS ws 6 V-0"WALL HEIGHT 2xs 2xs o3050 SH @ •3050 SH @ 84"AFF 84"AFF Egress Window Egress Window O .4._11, 31.4,1 41_111 44" 1 111.611 20'-4" AREA TABULATION MAIN FLOOR PLAN 1232 SQ.FT. SECOND FLOOR PLAN 713 SQ.FT. TOTAL AIC AREA 1945 SQ.FT FRONT PORCH 186 SQ.FT. m g Pi S d F LANAI 101 SQ.FTSeco d Floor Fra in n econ loor P1 n . PATIO 80 SQ.FT. V-0" GARAGE 469 SQ.FT. PIAN SECOND SCALE.. 1/4rr_1- -0u SCALE: 1/4"=1'-0" A2m2 781 Paradise Lane N co V 1 �j cel ObAD 101 IEIIt`� N .� f-./ �. v O 6 U � Ql U co 4.0z► ►+— W a 1 w °O a W O ,..i to co RIDGE RIDU O N �1 co RIDGE �►/� ---------------------------•— O N w 00 cn �SLOPE SLOPE 8:12 8:12 JQ G 9 V w zzzzzzzzzj cli i CRICKET w SLOPE _ � SLOPE i 8:12 8812 Lh�1 L'•�'1 ❑ SLOPE 8:12 LU - LLW d 4.' 00 4•• •d d: d .d d L1 6 d d. Q dQ _ d f d .d •d d a d d d d • d Q d A. b Q Q :v A o• d a a• P d� d. . ea a A d.• m 4 d y d d a Q. d d a d' Q d o Q d Roof Plan SCALE: 1/411=1t-0" ROOF PLAN A2.3 781 Paradise Lane SHAKE 4" FRIEZE(TYP) oll N co O METAL ACCENT ROOF M O N N=tcui 04 d' Psi b, LAP SIDING — J O cu k U s v O co CRICKET " o > w 0 0'-0" FIN. FLR. METAL ACCENT ROOF LAP SIDING 12"BEAM (TYP) FE a " 11 COLUMN(TYP) 4"TRIM(TYP) _ 0'-0" FIN. FL GRADE 11"COLUMN (TYP) r ron eva ion SCALE: 1/4"=1'-0" 0 V C� - rJ _ 9'-11,(8",.PLT. . 0 0'-0" FIN. FLR. 9'-1 1/80f PLT LAP SIDING 4"TRIM (TYP) 0'-0" FIN. FL vz I GRADE li"COLUMN(TYP) 11"COLUMN(TYP) 4" PATIO SLAB ev o SCALE: 1/4"=1 i_on FRONT&RIGHT ULE P,TnQI A2.4 781 Paradise Lane N co V) +Jl ; N co c cn cj _ ■ .� kp "dWd4 k6v> M d co Eo v - � 0 aw s~ 1 u41 t3111 ___._.4 MICDRO SINK � - HOOD SINK @ 450 ANGLED t r - @ 450 ANGLED CABINS CABIN ET° _. 39" REF. SPACE DAN __ ; RANGE �_ - - -- = J—\\:il 1z -7--31 tt —o - ! 11-4 11 21-011 t9 tt t F9 ; ; - -- - 3 Kmitchen Cab SCALE: 1/2"=1'-0" 0 c� c� 1X4 1 X 4 2 X 4 2X4 :: "---REMOVE AS NECESSARY FOR ELECTRICAL OUTLET :. Q M t 40.511 4211 s 2 X 4 v 2X4 ' t �� trt� tt ett t KNEE WALL DETAIL 42" KNEE WALL DETAIL 40.5it i t1 t 11- �9 2 2t-btt Master- aBath SCALE: 1/211=1'-0" SCALE: 1/2"=1'•0" INTERIOR Z 011c; W C4 a 200 AMP MAIN BREAKER 200 AMP METER BASEE r--N,.", H.B 4/0 ALUM SERVICE CABLE 4 WIRE o , PANEL 1 220 AMP i M.L.O. 40.CIRCUIT co PANEL (� ro N \ ,� m V4 TILE CARPET ,�°� rr N Z4AWG 4 REBAR IN SLAB 4/0 ALUM SERVICE CABLE 4 WIRE [v �` wN'� a r1j cm � cv0 O �N o PGND _ Ca N v a '� U ® N .. O BOND TO SERVICE GROUNDcq \.` Qj •\ L11 �, o ELECTRICAL RISER DIAGRAM- NO SCALE -----r- DDC n) IV kOCNT DISCONNECTS MUST HAVE 36" -- _ ._-- , , —_ _ � C!�' AULTO BE CLEARANCE FOR ACCESS -- �-f' 1 ''~ — •._ AJC A/C SED IN ALL ED 1 RQ . oM \. s DDC ii /'/ TILE CARPET MOCK DISCONNECTS MUST HAVE 36"CLEARANCE FOR ACCESS 1 - i GL :CH] FI t j 3 \ ¢ ` 3 GF`I W.H. }- %CARPET TILE t � I 0 \ I v j P DDC 1 Am, au RecO (SO) FEII ELEC. PANEL i \\\`\ �/ `� //♦♦ DDC cd ' \\ // \ 4 d . Q ' Q •.'`1 d 4 4 Q, d dQ. d• d4 a d Q • '. - +o. .• _ .' 'd dQ d a. •4014' d Q •. d •' •4 • v 4d • . 4Q A' a ;d• 4, d v' •d tl d Q 4 ° a First---Floor Electric I P1 n Second Floor Electric I P1 n SCALE: 1/411=1141 SCALE: 1/411=11-0" ELECTRICAL. j Q1A� 'E1 .1 U Z 0 O = D V) O � Z U O LL Z Z Ld W X J Lj Q N Z V) F_ O 27' „ 8,8„ of ch ZQ Q o w W o� Wl to � � U i Z < N N J= Pon i lou tgo and W Q 0 v . z �0 Associates, Ince 00 � • a o 0 0 o wco of 496 Osceola Avenue LL_J " " m W z Jax. Beach, Florida 32250 cO c° N `° a W a Ph.242-0908 Fax.241-9557 O I ® ® ® ~ Xa 14- X X `o 0wow CA # 8344 = z N N N N of 0Llj CONTACT US WITH YOUR COMMBJTS L D❑ NOT CUT OR ALTER TRUSSES, UNLESS W - " � `` COMMENTS�LP-A.coM ff APPROVED BY TRUSS OFFICE � J m o o g _ X W 2, VERIFY ALL SPANS AND AMOUNTS, AS W ~ J � oD "v) o N = TRUSSES WILL BE BUILT IN STRICT -j (If `� o W ACCORDANCE WITH THIS LAYOUT m U =all 3. NO BACKCHARGES ALLOWED UNLESS APPROVED w o "• `-' 0 cu IN WRITING BY TRUSS PLANT MANAGER o w o o - C) 0 OJ co co Ld Z U o 4. APPROVED BY U W w `x `X z J r co z J 0 N N V) � J `✓ALBS ONLY WHEN M J Z z cv o SIGNATURE IS IN BLUE INK c� �'' `�' APPROVAL DAT Q Q O �, w a7 w AND RAISED SEAL E�pE _ � Oft � � � o = -r � ff J � o - I�� �0 ~ J z 0- ® w `� cn REVISION Y (� A T � � Q L` Q N N N � N J S B B O UJ _j CD � M M �, U E C❑NV, FRAME ROOF,, VALLEYS O N N N x JQo `� `D `� AND ❑HANGS AS NEEDED, w w wo " " of " � � � U = CO . SOI E 3 ct► o o) J O _ Z J @ " z BUILDER TO FRAME DOWN CEILINGS Q J I `� N X T_ mw -J Q O ® ® N ® Xm Gcc V LOL : wAS NEEDED, � XXN w N N N I- of W Z L/) OU Li Li� N L U J J JL E3JL W " " BUILDER T❑ BUILD UP WALLS T❑ v m o 0 0 0 � Q ' 100 J BEAM BY 3 4„ CL-1 DD MATCH TRUSSES AT HIGHER PLT HT, Z Z w � "Clo o N � � BUILDER Z z _j a ALL WALLS SHOWN ARE LOAD BEARING Cb zTillw cY, `4 �' UNLESS NOTED OTHERWISE. _ o O � ATTENTION xxxwXXXX W o of _z J O U U U U Z J Z BUILDER IS RESPONSIBLE TO INF❑RM ALL V) J J o 1. 0 o co 0mbi E2 SUBCONTRACTORS AND FR6' MFRS NOT TO CUT, Z J� Q ° ° cO � __j UJ (� 771 Pei E1 DRILL OR NOTCH ROOF TRUSSES OR BEAMS, I �' pQ ® � w o � _ C W CD - BUILDER WILL BE RESP❑I 'SIBLE FOR REPAIRS, Q o oa Z N `�' ir o � C1,11 _ "- -- _ REPLACEMENT COSTS &/OR ENGINEERING FEES, Z z Q � � OI ® w J= 0 � ZLU U OO W V O O � � ��I ^/ J N O O co N OI J O O U) < - A2 � m - z Q O LL J (� N ® ® N Q W Q XX BASE PLA-E HT 9-1 -2 M 3 1 ® N N j5 X0- Q - W W �= `4- N N LX � w W W BM z � E1 BASE PLA�rE HT 19-07-00 � J z N " " `~' moo`" Como*) r r r O U LLJ r 2 Fl�Z :L 1- 0 O 0 Q (1 J CO F_ Q IL 00 rn � U LU U L(7 X Q z U 0 0 0 = 1' //5 (� �- J o to to z M J 0 li U � ' W Z c0 co Z J 80'4" 8' 1,8„ Z LL �`' ZJ Z N N (Qmj 9 8 o� U oI o� o . ofJO Oa- CA to uD io o FM_ 0 �o' o - c � T0' Z 4- ® � 0 w LL. XO ^ N N @ w J = SHEET INDEX w J�- O N v 0I N z < 0 SO.0-TRUSS PLACEMENT �0 N � � O � Ww�I �N OI J O O S1.0-FOUNDATION PLAN SECOND FLOOR TRUSS PLACEMENT PLAN . o I in N ® � �af a 51.1-1ST & 2ND FLOOR PLAN FIRST FLOOR TRUSS PLACEMENT PLAN X O � co 0 w S2.0-GENERAL SPECS. SCALE: N.T.S. SCALE: N.T.S. _j(A N cv c� � Li Z �' Cr O � W LL. S2.1-STD. FRAMING DETAILS J O O O 0 1- Z W _j J 00 (M O N � � PRE-ENGINEERED TRUSS NOTES MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICATIONS. BRACING NOTES AND SPECIFlCOON',L LATERAL LOADS DESIGN OF PRE-ENGINEERED WOOD TRUSSES SHALL BEAR THE SINGLE SEAL OF AN ENGINEER IN THE STATE OF FLORIDA AND SHALL TRUSS BRACING 1.)ALL BRACING LUMBER SHOWN, t;<EP'T H3 HURRICANE CLIP ® EA. COMPONENTS AND CLADDING. COMPLY WITH NEPA, TPI, AND AiTC 100. FOR T-BRACE SHALL BE 1x4 SYP#3 PROVIDE BLOCKING FOR X-BRACE SPACING SCHEMATIC OR BETTER OR 2x4 SPF#2 OR BETTER. ROOF DECK ® RIDGE. OUTLOOKER TO TRUSS. 2x4 SYP#2 OUTLOOKERS Do not scale dimensions from these (UON) 4-12d TOE NAILS (TYP.) ® 24" 0.C. NOTE A drawings.It a dimension is unclear - DESIGN CODE: THE 2004 FLORIDA BUILDING RESIDENTAL CODE dt ASCE 7-02 refer to the Architectural drawings or CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS , F .$.- . .- -t-_ - -____- INSTALLED AT ALL TRUSSES AS INDICATED IN THE TRUSS SHOP in BASIC WIND SPEED 0 PH con ac e t tth EOR (1)DIAGONAL BRACE PER 2.)BRACING LUMBER SHALL INTERSECT' ;-- -- - ;- IMPORTANCE FACTOR ------------ ---- 1.00 DRAWINGS. PROVIDE 2x4 SYP 2 UPRIGHT ----- MEAN ROOF HEIGHT (4) TRUSSES APPLIED THE WEB OF THE BRACED TRUSS, PER I I I # „` ;; ---------------- 24.0 FT ALL TRUSS-TO-TRUSS CONNECTIONS SHALL BE PROVIDED BY TO BACKSIDE OF WEB. I I DELEGATED TRUSS ENGINEER. FROM TOP TO BOT. CHORD OF -i - - - ROOF PITCH---------------- ---- 8/12 I,I TRUSS ® EA. X-BRACE 7T BUILDING CATEGORY ------------ ---- II SUBDIVISION DELEGATED TRUSS ENGINEER. I I 3.)PERMANENT PERMANENT BRACING I (IF VERT. IS NOT PRESENT) ` EXPOSURE CATEGORY --------------- C PARADISE PRESERVE ALL TRUSSES SHALL HAVE TEMPORARY BRACING PIER BRACING APPLIED TO I°I WHERE NOTED ON TRUSS MFR. SHOP I 3-12d ® I �����) I 4 MIN, W/2 ENCLOSURE CLASSIFICATION ---__-------- PART. ENCLOSED DRAWINGS. THE CONTRACTOR SHALL EA. VERT. LOT UNIT BLOCK FRONT SIDE OF WEBS. I I 2x4 SYP#2 DIAGONAL. OMIT THlS W INTERNAL PRESSURE COEFFICIENT --------- t .55 'COMMENTARY' AND RECOMMENDATION FOR HANDLING, INSTALLING I°I PROVIDE 1x4 SYP#3 OR BETTER I (TYP.) I � = 2 I BRACE WHEN VERTICAL HEIGHT N 26 & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB-91." BOTTOM CHORD BRACING ' I I i' i' k4 OF TRUSS AT BRACING LOCATIONo COMPONENTS & CLADDING DESIGN PRESSiURES PSF CUSTOMER PLAN NAME ° ° T-BRACE FASTENED TO PERPENDICULAR TO TRUSS BOTTOM � � .. � ( ) I°I ( L Syo IS LESS THAN 40". ADDITIONAL BRACES AS REQD., FOR STRUCTURES DESIGNED AS PARTIALLY ENCLOSED, TRUSS o 0 0 0 o o WEB w/ 12d ® 6 O.C. CHORDS AND ATTACHED TO EACH 2 I BESTCON HOMES ENGINEER TO PROVIDE SPACING REQUIREMENTS FOR BOTTOM T-BRACE TO BE THE I,I TRUS WITH 2-8d COMMON NAILS. AT I � I I ��q / TRIBUTARY INTERIOR EDGE STRIP: " EQUALLY SPACED w SPACING CHORD BRACING OF THE TRUSS WITHOUT USE OF RIGID CEILING SAME SIZE, SPECIES, i GABLE END WALLS PROVIDE DIAGONAL',S % COti OF 5'-8" MAX. AREA (sf) ZONE 'a' = 6'-6" /DRAWN/CHECKED DESIGN q� 0.131x3 TOE NAILS ® 8 O.C. ADB/ AG LAP CONTINUOUS LATERAL BRACING, SEE AND GRADE AS WEB AT END WALLS PROVIDE DIAGONALS I I FROM BOT. CHORD OF TRUSS 10 +49.3 -52.4 +49..3 -62.0 DIAPHRAGM. TRUSS SHOP DRAWING FOR QTY. AND TO BE BRACED. i i (APPROXIMATELY 45%) TO THE TO DBL. TOP PLATE WALL SHEATHING UP DATE LOCATION. IF MORE THAN (1) LATERAL-/ ADJACENT EXTERIOR PERPENDICULAR GABLE END TRUSS. 50 +45.4 -48.5 +45..4 -54.1 04.09.06 BY SIGNING AND SEALING THIS TRUSS LAYOUT, THE ENGINEER OF i WALL BETWEEN EACH LINE OF BRACING �_ISIMPSON LSTA12 ® 24" O.C. RECORD (EOR) MAKES NO CLAIMS REGARDING THE COMPONENT BRACE IS NEEDED, OVERLAP BRACE 2-0.131x3 EA. END ° TO FORM A ZIGZAG PATTERN ALL 12" LONG 2x4 BLOCKING 100 +43.7 -46.8 +43..7 -50.7 SCALE DESIGN THAT WERE PREPARED BY THE DELEGATED ENGINEER CONSTRUCTED OF THE SAME BRACING 2x4 SYP#2 BLOCKING ® 24"O.C. ATTACH \ WITH 4-10d TOE-NAILED AS NOTED (TRUSS DESIGN ENGINEER) TO ACHIEVE THE FRAMING DEPICTED MATERIAL. THIS REQUIRMENT IS NOT LATERAL BRACE w/16d ® 4"O.C. IINTO DBL. TOP PLATE, CTR'D 1. THESE PRESSURES REPRESENT THE NET PRESSURE (SUMI OF EXTERNAL do INTERNAL ON THIS SHEET. THE EOR DOES NOT CLAIM THE WORK CONTAINED NECESSARY AT HIP ROOFS. ALSO 2x4 SYP#2 BLOCKING AS CEILING (ON THREADED R00. PRESSISIZES� APPL�EO KOtZN,P.ltO`Kp.�CSvEIFpCES. JOS NO. ALONG EXTERIOR WALLS PARALLEL T0, 2x4x8' SYP#2 LATERAL BRACE EA. NAILER (NOT CONTINUOUS) ATTACH \ / 2. LINEAR INTERPOLATION BETWEEN VALUES OF TRIBUTARY' AREA IS PERMISSIBLE. 060136 ON THESE TRUSS LAYOUTS AS HIS OWN. THE EOR CERTIFIES \ / 3. PLUS ANO MINUS SIGNS SIGNIFY PRESSURE ACTING TOvwARO do AWAY FROM THE BOTTOM CHORD BRACING PROVIDE X-BRACE w/ 3-16d INTO EA. TRUSS. w/ 0.131x3 ® 8 O.C. STAG. EXTERIOR WALL SURFACE. THAT THE TRUSS AND BEAM SPAN DIRECTIONS, AND BEARING DIAGONALS IN THE END SPACE L-L THREADED ROD TO EXTEND 4. ALL COMPONENT & CLADDING WALL ELEMENTS SHALL BIE DESIGNED FOR BOTH SHEET WALL LOCATIONS ARE THOSE WHICH THE SUPPORTING STRUCTURE BETWEEN THE WALL AND THE FIRST OVER 2x4 BLOCKING AND POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. WERE DESIGNED TO CARRY. DUTIES DELEGATED TO THE TRUSS LINE OF BOTTOM CHORD BRACING AT A GABLE END BRACING GABLE TRUSS BOTTOM CHORD 5. COMPONENT & CLADDING ELEMENTS WITHIN A DISTANCE 'a' FROM OUTSIDE PERMANENT TRUSS BRACING 2 FASTEN PER SPECIFICATION. CORNERS OF THE BUILDING SHALL BE DESIGNED FOR THE EDGE STRIP PRESSURES. DESIGN ENGINEER EXPLICITLY NOT COVERED BY THIS SEAL MAXIMUM SPACING OF 20 FEET. OTHERWISE, USE INTERIOR ZONE PRESSURES. INCLUDE COMPONENTS INDIVIDUAL TRUSS DESIGN, TRUSS TO S0.0 SCALE: N.T.S. Sp p PLATFORM FRAMING DETAIL FF LLL N Nd ( ) THREADED ROD 6. DESIGN OF WINDOws/b00RS FASTENING TO THE WALL FRAMING IS THE TRUSS CONNECTIONS, AND TRUSS TO TRUSS LOADING. SEE KEYED NOTE 2, ON PLAN FOR BALLOON APPLICATION AT GABLE END RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET THE Soo FRAMED GABLE END INFORMATION ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. kS.,�SHEET 1 OF 5 781 Paradise Lane C + a 4A Lou Pontigo and S1 .0 Associates, Ince 496 Osceola Avenue 1 Jox. Beach, Florida 32250 S1.0 Ph.242-0908 Fax.241-9557 CA#8344 -- _-__ _._-_- � CONTACT US WITH YOUR COMMENTS FIIr - - y -- - - /t/!!7 I COMMENTS�LP- '[F i �-oSIM I 1 ' 11' S1.0 II I 4x4 P.T. SYP#2 OST, TYPICAL. �. I I L J - 2 PLACES I II ( ) - i SIM -- - -- - - I I I I I VALID ONLY WHEN SIGNATURE IS IN BLUE INK -- 3 E i �,_2,� r,- I ( AND RAISED SEAL - S1.o �I _LL IrREVI ISIONS BY , I I II } F Q I. S1.0 -- - i,-5-'--1.0__-_ _ - 14'-4" !I 140 i � 3 1- --; s1 .0 f ' I; I -1- �Z-�O SIM - - - --- - -- -- N I ITl :o r I 1 I o I S 1.0 I ' ---�`, I t , I I , ; I r� I FOOTING SCHEDULE AND NOTES Q I L J L_ - --� I �; S 1.0 r.� TYPE LENGTH WIDTH DEPTH BOTTOM BARS I it F2.0 2'-0 21-000 1 -0 3-#5 EA. WAY BOT. i 6B I I; I F2.5 2'-6" 2'-6" 1'-0" 3- 5 EA. WAY BOT, I I Ir , I I " " _ S1.0 ; I ; I 6 F3.0 3 0 3 0 it-091 3 #5 EA. WAY BOT. C) I I I I i F3.5 3'-6" 3'-6" 1'-0" 4-#5 EA. WAY BOT. s1.o 1 I I ► F4.0 4'-0" 4'-0" 1'-0" 4-#5 EA. WAY BOT. I 4" CONCRETE SLAB w/ I S1 .0 II IF' ( „ 1-609 L- - F4.5 4#-6p* 4 it-Opp 4-#5 EA. WAY BOT. FIBERMESH @ 1.5 LBS/CU.YD. Z CURB 1 I + a OF CONCRETE OR 6x6 W1.4xW1.4 I _ -. -}' 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. W WWF ON 6MIL VAPOR BARRIER I I ( I r I ELATED TO THE FOUNDATION. FOR GENERAL FEATURES, O S1.0 I , DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, I IN PREPARED GRADE. I ; I I F i I ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR REFERENCE ONLY. I I I 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/FBC-R CHAPTER 4. i i I I F2.0 F,2. H 3. A SOILS INVESTIGATION REPORT IS RECOMIMENDED TO VERIFY I - I SUITABLE SUBSURFACE CONDITIONS. I 4. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A W I , I F _ .. MINIMUM OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH 4x4 P.T. SYP#2 ASTM D 1557. F --J 1 OST, TYPICAL. 5. MINIMUM CONCRETE COVER FOR REINFORCIING SHALL BE 3 IN LFOOT- - - S1.0 (3 PLACES) INGS AND MESH SHALL BE CENTERED, IN SLAB ON GRADE. - - - 7 -j S1.0 CONTINUOUS 8" SEE 6/S2.1 FOR ' / 1 4B 1 U-BLOCK BON ,kl� GARAGE WING WALL BEAM w/1-#5 CONT. DETAIL (TYP.) S1.0 S1.0 S1.0 � I 8" CMU WALL w/ CURB CURB #50 48" O.C. IN GROUT FILLED CE _ SIMPSON PA51 STRAP ANCHOR SLAB ON GRAD `�;\, EMBEDDED IN WALL FTG. EA. OF SEE P�.A1V,. !`� SO.0-TRUSS PLACEMENT GARAGE OPENING SEE 6/S2.1. TYP. GRADE •��• GRADE S1.0-FOUNDATION PLAN FOUNDATIONPLAN r r, /,� g S1.1-1ST & 2ND FLOOR PLAN ,.. T SCALE: 3/16" = 1'-0" ° TYPICAL THICKENED • o.. a STEMWALL S2.0-GENERAL SPECS. r',. FOOTING. SLAB, SEE DETAIL 4B/S1.0. S2.1-STD. FRAMING DETAILS S M7X'_U VERSION MONOLITHIC VERSION • AT CONTRACTOR OPTION, EITHER VERSION MAY BE USED 8 A/C SCREEN WALL �_O SCALE: NTS • 8" x 8" BOND BEAM 1#4 CONTINUOUS, PROVIDE TYPICAL WALL FRAMING w 1- 5 CONT, PROVIDE TYPICAL WALL FRAMING AND ANCHORAGE CORNER BARS 3' EA. SIDE AND ANCHORAGE PER 1 4 EXTENDED / # �N PER CONSTRUCTION SPECS. / L CONSTRUCTION SPECS. # Do not scale dimensions from these CORNER BARS (TYPICAL) OF RECESS. (TYPICAL) TYPICAL WALL FRAMING 3' EACH SIDE drawings.s If a dimension is unclear AND ANCHORAGE PER STEP, OF RECESS. refer to the Architectural drawings or � 1#5 CONTINUOUS, PROVIDE I , 2-#5 CONT. SEE ARCH. 5/2" TYPICAL WALL FRAMING CONSTRUCTION SPECS. (T�.) ° contact the E.O.R. BRICK VENEER IS I CORNER BARS (TYPICAL) 1 SLAB ON ,� AND ANCHORAGE PER / ° / _ / / / ° GRADE, STEP SEE ° DRILL & EPDXY #4 ® 18" O.C. ACCEPTABLE WITHOUT < 1� MONO SLAB FOOTING AT PORCHES, °. ✓ CONSTRUCTION SPECS. - a° ° ' INCREASE OF FOOTING ° WH-IEN SPECIFIED ON PLAN. _,; ^ , \ 4 / SEE PLAN. 1-#5 CONT., PROVIDE , 4 „ ARCH, e a ' & BEND DOWN INTO STAIR, C n \�\ \ ° ap SEE AB/S1.0 ° 6 SIZE. �� \��� CORNER BARS (TYP.) ° ( MAX.) EQUAL TO SLAB CONIC. STAIRS SUBDIVISION SLAB ON GRADE, GARAGE $@, DETAIL � � � \ \ /, / \ �'< �' THICKNESS. � � SECONDARY POUR SEE ARCH PLAN ,; /\// PARADISE PRESERVE TOP OF FOOTING ° SEE PLAN. 7>7dSLAB ON 8"x16" 1-STORY, w/(2)#5 CONT. " ; SLAB ON 6A ® CURB 6B © SLAB RECESS \\ \\ #40 18" O.C. LOT UNIT BLOCK °° - , / GRADE " DOWELS BEND 26 �'�` GRADE ., " ► ':. 54- GARAGECURBDETAIL / j\ .. 8 x20 2-STORY, w/(2)#5 CONT. 5 �.. ° ° , 8 CMU STEMWALL w/ GRADE OR CONC. \� AT WALLS GREATER THEN a - \� SEE PLAN. MONO. FTG. % ° / . /�� \ SEE PLAN. BRICK VENEER IS #5 VERT. HOOKED INTO INTO STAIRS. CUSTOMER PLAN NAME SLAB, SEE PLAN. \\�\� 4'-0" H{GH, NOTIFY E.O.R, o z / ° -1�;\ / DEPTH IS a. N - / ` \\, / / \ y �;%� / \j\\ TYPICAL WALL FRAMING ACCEPTABLE WITHOUT FOOTING ® 40" O.C. 2 4" MIN. FOR TEMPORARY BRACING / N . \�' 3 BEARING AT INTERIOR FROM LOW / \/�\j� /'y! �! �j \ AND ANCHORAGE PER INCREASE OF FOOTING BEND 2'-0" INTO SLAB ~o BESTCON HOMES LAYOUT PLAN. N \\/ �, j\\/��' ALT. FOOTING AT S1.0 SL B. 8 \\%\\\/ / CONSTRUCTION SPECS.\ SIZE. (TYP) a GRADE DESIGN/DRAWN/CHECKED STEMWALL REINFORCEMENT \ � BRICK VENEER \/\/' BUILDERS DISCRETION. / \j j\\ SHOWER PAN, SEE ARCH AOB AG LAP \\ ° - / \j\\\� PLAN. MAINTAIN 4" MIN. SLAB THICKNESS. STEP, SEE ARCH. PLAN. SLAB ON \\�\\ CMU c SEE ARCH. .. \� / _. o. . DATE / \/ /+ 9 GRADE ° COURSES REINFORCING n+ \\ a °a. #4 DOWEL TO MATCH ===,.i \ 12" 1-STORY, w/(2)#4 CONT. 1#5 CONT. Z \\\�\-�, \ �%r °" ° -�- e „ • WALL REINFORCING. v�/ SLAB ON 4' V SEE PLAN, a I a a 04.09.06 1 TO 6 #4 VERT, ® 48 O.C. �/ �._••.•. 16 2-STORY, w/(3)#4 CONT. -_.., GRADE, /� a FOR MONOLITHIC OPTION, SEE 2/S1.0 / / RT 4"O.C, / CONT. CONCRETE FOOTING ° " 20" 3-STORY w 3 5 CONT. SEE PLAN. \\ ;' ° a a•. Y,� / OR \ / ° e /j\�\/ `-�-; ` - SCALE 7 TO 10 #4 VE ® 2 � , /( ># \ '• ;�' / 1/S1.0 / \\/� AS NOTED FOR STEMWALL OPTION, SEE 11 TO 12 #4 VERT. 8"O.C. 8"x16" t-STORY w/(2)#4 CONT. Al. %\/ \\ 1 aN.. T \\ "xl THICKENED \\/ \ / TYP. FTG, EXTEND TYP'. FTG ► f �� > �\ 8 6 CKENED nR) No. 00 STEMWALLS OVER 6 COURSES TO " 6"x8" EXTENSION FOR BRICK THICKENED EDGE __ »�W n W1��Y1, SSS S3 AIRS & 'PROVIDE HAVE TRUSS TYPE HORIZ. JOINT 10 x20 2-STORY, w/(3)#4 OR (2)#5 CONT, 1 LEDGE ADD 1-#5 CONT. w/ 1-#5 CONT. ��' w 2-#5 CONT. 3 DETAIL 1/S1.0 #40 18 O.C. E.W. REINF. BETWEEN EVERY OTHER „ 6 8x8 DETAIL 4A 8 x16 1-STORY, W/(2)#5 CONT, H 0136 12 x24 3-STORY, w/(3)#4 OR (2)#5 CONT, '��:;�� �� �� �� .A '� " COURSE. FILL CELLS SOLID. � SHEET + a 12 x12 DETAIL 4B 8"x20" 2-STORY, w/(2)#5 CONT. BRICK LFDGE DETAIL STEM WALL AND FOOTING 2 MONOLITHIC EDGE FOOTING 4 THICKENED SLAB 5 FOOTI N G w SHOWER RECESS 6 MON 0. FOOTING AT STEP--DOWN CONCRETE STAIRS ON GRADE S1.0 SIMILAR AT FRONT AND REAR PORCHES W/0 FRAME WALL ABOVE. � � CONTRATOR MAY OMIT CHAIR BLOCK & FORM EDGE FO 4" SLAB. S1.0 S1.0 St.O �-O S1.0 SHEET 2 OF cj 781 Paradise Lane SYMBOL LEGEND -- - --- WOOD BEAM OR TRUSS INTERIOR LOAD BEARING WALL II 2x6 STUD WALL ® 16" O.C. ROOF SHEATHING, SW# SHEARWALL SEGMENT. 2x4 BLOCKING SEE CONSTRUCTION 7� STEP, SEE ARCHITECTURAL PLANS 4-16d BETWEEN EACH SPECIFICATIONS. BRACE GABLE END PER 2/S0.0 QR SEE Lou Ponti o and TOE NAILS TRUSS FASTEN TO BLOCKING --;� KEYED NOTE 2 FOR BALLOON FRAMING. (TYP.) w 8d @ 3" O.C. CONVENTIONALLY STRAPED AREA, SEE 7/S1,0 Associates, Inc/ PROVIDE 2x4 SYP 2 UPRIGHT 496 Osceola Avenue I # BM# BEAM, PER TRUSS PACKAGE, U.O.N. Jax. Beach, Florida 32250 `�\ I FROM TOP TO BOT. CHORD OF Ph.242-0908 Fax.241-9557 SW-1 r .___ ' CA# 8344 2x4 BLOCK w/ + TRUSS © EA. X-BRACE (!F FB# FLOOR BEAM, PER TRUSS PACKAGE, U.O.N. 4-12d TOE NAILS VERTICAL IS NOT PRESENT) EACH END TYP `� `� -16d I H# HEADER, SEE SCHEDULE BELOW. CONTACTUSWFHYOURCOMMEWS (TYP) ( ( X-BRACE COMMENTSCLP-A.COM I r SEE 3A/S2.0, EA. ( DIAGONAL BUILT-UP POST WITHIN THE WALL, SEE FOR CONN. 4x4 P.T. SYP#2 VERT. 2x4 OST, TYPICAL. PLAN AND SUPPORT CALLOUT X-BRACE i PERPERDICULAR 2x4 HORIZ. - - W-1 _.__--_.___._ (2 PLACES) TYP I TRUSS BOT. - 2 x10- ( ) MEMBER CHORD. LTT208 (SIMPSON) OR PROVIDE SPH4/6 w/'/2" ANCHOR BOLT HDQ8 (SIMPSON) 4-16d + ' 16d@4" IC. FROM 4" FROM STUD. 0 `- - HORIZONA MEMBER TYP. �, - �+ X 1! I � TO BLOCH I BELOW. � \�� `� � � HTT16 (SIMPSON) , PA51 (SIMPSON) fill • ' i % O _ + + X SIMPSON LTP4 w/ 2X4 BLOCKING HTT22 (SIMPSON) X THREADED ROD rili� HEN W-1 YP HORIZ. MEMBER. 12-8dx1 '/2' @ 12IP ' O.C. SIGNATURE S IN B UE INK I � , 2x4 S #2 H1I�_ __- \ E THROUGHOUT LENGTH . HTS20 (SIMPSON) PHD2 (SIMPSON) AND RAISED SEAL _ - LENGTH SHALL BE A MIN. A OF SHEARWALL. INT. SHEARWALL �- _-__-_ __�- - - - \x , --'� SEE 3A/S2.0, ION OF 8 BUT NO LESS THAN 2x4 BLOCKING SEE CONSTRUCT ,11�Ii'll�l7III:II.7I�Il7TITlI� s. + ! F 1 FOR CONN. THE LENGTH OF THE SHEARWALL. BETWEEN EA. TRUSS SPECIFICATIONS FOR NAILING. HEADER SCHEDULE (MINIMUM SIZE - + ) REVISIONS BY W-1 - -- ---- ----t- --- + �. --- ------- I_t"_� ' I I I ._I ! DETAIL A MAXIMUM JACK KING PROVIDE LATERAL X-BRACING SYMBOL HEADER OPENING STUDS STUDS - , --� ! 1 OVER SW 1 LATERAL TRUSS X- BRACING „ , ,� ,I PER DETAIL 1/S1. 0 H6 (2)2x6 4 -4 1 1 ALL HEADERS i i PERPEN ICULAR TO RF. TRUSSES. / - 1 -Q H8 2 2x8 6'-4" 1 2 • P S1.1 SCALE: 3 4 ( ) --- i ARE H6; U.O.N. r l H10 2 2x10 8'-4" 1 3 f i ( ) H12 (2)2x12 109-409 2 3 H9.25 (2)9.25" LVL PER PLAN 2 3 - - -- ------ }'� HI 188 (2)11.88" LVL PER PLAN 2 3 -_------------------------- , H14.00 (2)14,00" LVL PER PLAN 3 3 2..x8 OVERFRAME H1 6.00 (2)16.00" LVL PER PLAN 3 3 RAFTERS @ 24" O.C. 00 w/ OVERFRAME LEDGER TYPICAL PLAN NOTES: li `., I + I 1 98 1. BEAMS & HEADERS SUPPORTING ROOF FRAMING (EITHER DIRECTLY !; H8 I �SEE 11 /S2.0 !z�zrlrczrzzrJTl�rrrrrzl .. - r I-- , _, 52,1 OR THAT SUPPORT AN UPPER LEVEL WALL THAT SUPPORTS ROOF - CN ------------ ! FRAMING) SHALL BE SUPPORTED BY (3)2x SPF#2 TO MATCH WALL --- W-}- ---- W-� DEPTH (U.O.N.). FASTEN BEAM TO POST WITH (2)HTS20. FASTEN POST IT j + i I fj Y BE OMITTED IF _4 . _____!_ TING w/ P PLATES AND TOEFBOAM PASSES BELOW ETRE CONTE NUOUS DOUBLESE SIMPS;ON FASTENERS TOP OC) i�, J A THREADED ROD IS WITHIN 6" OF THE SUPPORT POST. H 12 1�. :_ . Ld H10 OVER 2x6 OVERFRAME -_- � ( 3-SUPPORTS, SEE I i I - ?; �� W RAFTERS © 24 O.C. KEYED PLAN NOTE 1. j , i!- t�, 2. SEE 4/S2.1 FOR ATTACHMENT OF- INTERIOR SHEARWALL TO FLOOR w OVERFRAME LEDGER AND DETAIL 5/S2.1 FOR ATTACHMENdT TO THE ROOF. 71_ 1�1 9B 3, FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN SEE 11/S2.0 i .{ 52.1 TRUSSES, SEE ALT C. OF 5/S2.1 (TYPICAL) C) I ="� 4. FOR GENERAL UPLIFT REQUIREMENTS, SEE ANCHORING SYSTEM IN LOAD PATH-SUPPORT/UPUFT SUMMARY CONSTRUCTION SPECS ON S1.0. LSW�� SEE 3A/52.0, 5. CHIMNEY FRAMING IF APPLICABLE , SEE DETAILS 15 & 16 S2.1.UN BRC. MEMBER NODE SUPPORT UPLIFT ( ) / i\ \ I \\// I I X FOR CONN. 'i BM#2 A 2.2x4-SPF (2)MTS12 6. 'POST FROM ABOVE' WHEN NOT BEARING ON BEAM INDICATES THAT j X X X N 110 + . i Ij C I: I I _ BM#2 B 2.2x4-SYP (2)HTS20+(2)H8_ THE SAME SIZE AND SPECIES POST SHOWN ON THE 2ND FLOOR SHALL -�---- - t BM#3 A,B 3.2x4-SPF (2)HTS20+(2)H8 BE PLACED ON THE 1ST FLOOR ALIGNED w/ THE UPPER POST, PROVIDE I I \ 1 \ I \ ! # SOLID BLOCKING WITHIN THE FLOOR SYSTEM FASTEN UPPER LEVEL - ��-�---- - - B_ H 1 O OVER POST TO LOWER LEVEL POST OR TO LOWER LEVELBEAMWITHE(2)CS16 --- - - _ _ 3-SUPPORTS, SEE �, STRAPS AND FASTEN TO FOUNDATION w/ HTT16 U.O.N. ON PLAN X, I -(2)2x1-2 -� (2 2 x 1 - - -I--- _�=l -- - ` U) 4x4 P.T. SYP#2 KEYED PLAN NOTE 1. � - 7, FOR BEARING WALL AND HEADER NOTES. SEE CONSTRUCTION SPEC. j - --- - ---- I SEE 3A/S2.0, OST, TYPICAL. j ; T - 3 PLACES) 8. ALL EXTERIOR WALLS ARE SW 3�. INSTALL ONE ANCHOR PER Q FOR CONN. ( ; i SCHEDULE, ADJACENT TO ALL DOOR AND WINDOW OPENINGS. (UON) SEE KEYED PLAN RAFTERS @ 2.4- �0: 9. TYPICAL BUILT-UP STUD/POST AT ALL MULTI-PLY TRUSSES AND NOTE 7. f w/ OVERFRAME ���� I , BEAMS, PROVIDE A BUILT-UP POSTE COMPOSED OF MULTIPLE WALL SEE 6/S2.1 FOR I ' LEDGE-R ALL I�'IEADERS I, STUDS EQUAL TO THE NUMBER OF TRUSS OR BEAM PLIES. (U.O.N.) Q GARAGE WING WALL SEE i 1 S 2.0� ARE1�' 6; U.O.N. i f KEYED PLAN NOTES:(APPLICABLE OINLY IF REFRENCED ON PLAN.) DETAIL TYP. TYPICAL PORCH FRAMING NOTES / �' ? 1. PROVIDE (2)FULL HT KINGS & (2)JACK STUDS EA. SIDE OF EACH (TYP.) T SCI LOADING CHART NOTES: THESE BEARING NODES CORRELATE WITH OPENING. EACH JACK STUD TO HEADER w MSTA24. AT GROUND FLOOR BEAM TO POS {{ i THE TRUSS PROFILES AND HAVE BEEN RE-LABELED AS A,B,C,D,..., / _ I � �1 / ,\ / 4 I I i� FROM LEFT TO RIGHT. THE NODE LABELS GIVEN IN THE TRUSS (!F THREADED ROD IS NOT POSSIBLE) FASTEN JACKS TO BOTTOM PLATE (2)MSTA24 w/9 10d EACH END i + \ / \ j GARAGED R CONNECTION ENGINEERING HAVE BEEN DISREGARDED. w/SPH4/6 & '/2",� ANCHOR BOLT TO BE PLACED WITHIN 4" OF JACK 00 GROUP. AT ELEVATED FLOORS, FASTEN JACKS TO WALL FRAMING FASTEN EACH JACK STUD BEAM TO WALL FRAMING I I! UPLIFT CONNECTOR SCHEDULE BELOW w/ (2)CS16. SHEET INDEX SEE DETAIL 3/S2.0 FOR CONNECTION \/ TO HEADER WITH MSTA24 �� X i\ / li -10d EACH END EACH UPPER POST TO LOWER POST (MULTI-STORY I �I / 1 ,f \/ ^9B CONNECTION UPLIFT (Les) /� } S2.1 2. PLACE GABLE END TRUSS TO THE INTERIOR FACE OF BALLOON S0.0-TRUSS PLACEMENT w 9 iI ! 1 / j\ i I (1)H8 QR (2)H3 < 745 FRAMED WALL AND FASTEN TRUSS TOP & BOTTOM CHORDS TO SIDE OF OPENING. (TYP.) (2)CS16 w/9-8d TO EACH END CONNECTION TO: BALLOON F AMED WALL STUDS w 2-12d COMMON WIRE NAILS AT EA. S1.0-FOUNDATION PLAN POST TO SLAB �`L-- -� / \ DBL. TOP PLATE 2)HS < 1490 g /� STUD. FASTEN GABLE END TRUSS w/ SIMPSON H8 AT EACH END. 51.1-1S7 & 2ND FLOOR PLAN ABU44 66 w 6--16d EA. END OR / \ AD (2)MTS12 < 2000 CONVENTIONALLY STRAP WALL U.Q.N. / / I HEADER HTT16 w/1 -3/4" ROD TO FTG. _ �-- _ ____�_; POST (2)HTS20 : 2900* 3, SHEATH WALL FULL HEIGHT DOWN TO FLOOR FRAMING BEFORE ROOF S2.0-GENERAL SPECS. c � * DECKING. (2)HTS20+(2 H8 < 4390 S2.1-STD. FRAMING DETAILS * *PROVIDE '/2"0 ROD ADJ. TO CONNECTORS 4• H10F OR H12F SYP#2 BEAM w/ '/2" CDX PLYWOOD FLITCH GLUED & NOTE: TRUSS CONNECTIONS SHOWN ON PLAN SHALL SUPERSEDE NAILED w/ 3-ROWS OF 12d COMMON WIRE NAILS ® 6" O.C. (STAGGER TABLE. AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO FROM EA. SIDE) H10 OVER AVOID NAILING CONFLICTS THROUGH TRUSS. WHEN USING TWO 3-SUPPORTS, SEE STRAPS ON SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY 5• PROVIDE SPF#2 SOLID BLOCKING AT 24" O.C. BETWEEN THE GABLE END KEYED PLAN NOTE 1. ACROSS DBL. TOP PLATE FROM EA. OTHER, TRUSS AND THE FIRST INTERIOR TRUSS (TO MATCH TOP AND BOTTOM CHORD DEPTHS). INSTALL AN INFILL 2x4 SPF#2 STUD WALL ALONG THE RAKE OF THE TOP CHORD AND FASTEN THE INFILL WALL PLATES DIRECTLY TO THE BLOCKING ALONG BOTH THE TOP AND BOTTOM CHORDS w/3-12d Do not scale dimensions from these COMMON WIRE NAILS AT EACH INTERSECTION. drawings.If a dimension is unclear 6. CURVED WALLS SHALL BE CONSTRUCTED OF STUDS AT 12" 0-C. refer to the Architectural drawings or contact the E.O.R. T FLOOR FRAMING PLASECOND SHEATHED WITH 3/g" CDX PLYWOOD INSTALLED WITH THE STRONG AXISFIRS FLOOR FRAMING PLANVERTICALLY ON BOTH THE INTERIOR A AND EXTERIOR SURFACES OF THE WALL. FASTENING SHALL BE WITH 8d COMMON WIRE NAILS ® 6" O.C. EDGE SCALE: 3/16" = 1'-0" SCALE: 3/16" = 1'-D" AND FIELD. HEADERS SHALL BE CURVED PLYWOOD BEAM MINIMUM OF 24" SUBDIVISION 1. BEAMS AND TRUSSES INDICATED ON THIS PLAN ARE 1. BEAMS AND TRUSSES INDICATED ON THIS PLAN ARE ROOF DEEP GLUED AND NAILED PER SHEATHING SPECIFICATIONS. PARADISE PRESERVE SECOND FLOOR FRAMING MEMBERS. FRAMING MEMBERS. 7. OVERFRAME GABLE PONY WALL. OVER ROOF TRUSSES. PROVIDE 2x4 LOT UNIT BLOCK 2. � INDICATES NODE OF FRAMING MEMBER, SEE LOAD BLOCKING BETWEEN TRUSSES ® 24" O.C. FASTEN BLOCKING EA. END 26 2. DA INDICATES NODE OF FRAMING MEMBER, SEE LOAD w/SIMPSON A34 CLIP. ANCHOR WALL To FRAMING PER SCHEDULE 7/S1.0. CUSTOMER PLAN NAME PATH-UPLIFT/SUPPORT SCHEDULE THIS SHEET. PATH-UPLIFT/SUPPORT SCHEDULE THIS SHEET. 8. WALL SEAT FRAMING. PROVIDE (2)2x4 BLOCKS BETWEEN TRUSSES BESTCON HOMES - 3. REFER TO PLAN NOTES AND KEYED NOTES AT RIGHT FOR 3. REFER �`0 PLAN NOTES AND KEYED NOTES AT RIGHT FOR FASTENED EA. END w/ (2)A35 CLIPS TO SUPPORT WINDOW SEAT, DESIGN/DRAWN/CHECKED 9. CONVENTIONALLY FRAMED HIPS AND RIDGES WHERE NOTED ON PLAN AOB AG LAP PLAN SPECIFICS. PLAN SPECIFICS. PROVIDE (2)2x4 SYP#2 KING POST FASTEN TOP AND BOT, w 2 HTS20. DATE 4, BUILT-UP POST SHOWN ON PLAN ARE MINIMUM AND MAY 4. BUILT-UP POST SHOWN ON PLAN ARE MINIMUM AND, MAY 04.09.06 BE INCREASED TO CORRESPOND WITH STUD WALL SIZE BE INCREA',SED TO CORRESPOND WITH STUD WALL SIZE to. FASTEN POST TO FRAMING BELOW w/ (2)CS16 OR (2)MSTA30 STRAPS. SCALE SELECTED. 11. PROVIDE INTERMEDIATE JACK STUDS BETWEEN OPENINGS. EACH AS NOTED SELECTED. JACK STUD 7O NEADER wNcNk34 AtyO `3 FRAAMQAG BELOW W/ JOB NO. 5. ALL EXTERIOR WALLS ARE SW-3. INSTALL ONE ANCHOR, 5. ALL EXTERIOR WALLS ARE SW-3. INSTALL ONE ANCHOR. (2)CS10 STRAPS. PER SCHEDULE ADJACENT TO ALL DOOR & WINDOW 136 PER SCHEDULE, ADJACENT TO ALL DOOR & WINDOW 12. BOX BEAM BETWEEN UPPER AND LOWER OPENINGS, SEE 17/s2.1. SHEET y OPENINGS. (U.O.N.) OPENINGS. (U.O.N.) 6. REFER TO SO.0 FOR MINIMUM EXTERIOR BEARING WALL 6. REFER TO S0.0 FOR MINIMUM EXTERIOR BEARING WALL SCHEDULE IN COMPLIANCE WITH FBC-R TABLE R301.7. SCHEDULE. IN COMPLIANCE WITH FBC--R TABLE R301.7. SHEET 3 OF �j 781 Paradise Lane DESIGN SPECIFICATIONS: SIMPSON APPROVAL CODES: SPECIAL REQUIREMENTS AT WINDOW/DOOR OPENINGS, DESIGN CODE: 2004 FLA. BUILDING CODE - RESIDENTIAL (FBC-R) OCCUPANCY: RESIDENTIAL GROUP R-3 (SINGLE & MULTI-FAMILY) CONNECTOR FASTENERS CODE GIRDER TRUSSES, & WDE ROD SPACING: MAX. ROD SPACING CONVENTIONALLY STRAP WHERE MAX. ROD THREADED ROD TERMINATES GIRDER TRUSS OR 10 TOP PLATE SPLICE SHALL NOT ©WHERE ROD IS SPECIFIED ON PER DESIGN SPECS. SPACING IS EXCEEDED, SEE DETAIL 7/S2.0. AT UPPERMOST TOP PLATE DESI.GN LOADS: ACTUAL AND UNIFORM A35 12-8dx1'/2" FL474.4 3 1 BEAM w/ STRAP OCCUR BETWEEN THE KING STUDS PLAN ADJACENT TO GIRDER TRUSS I w/ NUT AND WASHER. DEFLECTION CRITERIA: NUT AND WASHER AND THE FIRST THREADED ROD. - 44 ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 FLOOR FRAMING: LIVE LOAD L/360 AND TOTAL LOAD L/240 LTP4 12-8dx1'/z" FL474.258 2 1 OR BEAM, LOCATE ROD WITHIN 6" PER ROD NOTES 6 MAX OF POST. I I I ROOF LOADING (cd=1.25) FLOOR LOADING (cd=1.00) H2.5A 5-8d EA. END FL474.115 7 6" MAX 122 PROVIDE FULL SHEATHING ABOVE 1 I I I I TOP CHORD LIVE LOAD 20 psf TOP CHORD LIVE LOAD 40 psf WINDOWS, AND NAIL WITH 8d 0 3" (A)AT OPENINGS GREATER THAN I I SHEARIWALL I I TOP CHORD DEAD LOAD 10 psf H3 4-8d EA. END FL474.116 WALL STUDS & 5 O.C. EDGE AND FIELD. OMIT THIS 4'-2", ATTACH DOUBLE TOP PLATE I SEE RLAN SHEARWALL, SEE PLAN I TOP CHORD DEAD LOAD 7 psf BOTTOM CHORD LIVE LOAD 10 psf BOTTOM CHORD LIVE LOAD 0 psf BOTTOM CHORD DEAD LOAD 5 psf BOTTOM CHORD DEAD LOAD 5 psf H8 5-10dx1.5" EA. END FL1423.7 SHEATHING PER 6 REQUIREMENT OVER OPENINGS IN " I BRG WALL SCHED. POST BELOW TO HEADER WITH SPH4/6 ® 32 THREADED ROD I WIND LOADING - ASCE 7/02 - SEE SHEET S0.0 FOR LATEPf�At LOADS AND COMPONENTS & CLADDING. MTs12 7-1odx1'/z" EA. END FL474.325 & GENERAL NOTES. GIRDER, SEE BALLOON FRAMED WALLS. O.C. IF CRIPPLE STUDS ARE USED TERMINATES AT I I IN GENERAL NOTES I I FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF PLAN ATTACH SPH4/6 TO CRIPPLES AND INTERMEDIATE I I i SEE SHEARWALL SPECS) I BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS OF ROOF TRUSSES SHALL BE REDUCED IN ACCORDANCE HTS20 24-10dx,'/2" EA. END FL538.9 THREADED ROD (3 FOR ROD SPECIFIED ON PLAN I w FBC SECTION 1605.3,1.1. SPECIFICALLY, ATTIC FLOOR LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED SYSTEM PER ROD lj ADJACENT TO WALL OPENINGS, ATTACH CRIPPLE TO HEADER WITH LEVEL A NUT FOR CONVENTIONAL I I MSTA24 9-10d EA. END FL1901.57 „ H3. AND WASHER. I I STRAPPING ALTERNATE I I Lou Pontigo and / I LOCATE ROD WITHIN 6 OF KING I I I CALCCULABy 0.75 TIONS ANDHEN BINED w/ DEAD LOAD.CO CONNECTIONS (UNLESS TAUSS ENGINEER SHALL BE SPEC AL CONNECTOR DESIGN IS REQUIRED AND NOTED ON TRUSS LAYOUT) MSTA36 13-10d EA. END FL1901.59 NOTES AND PLAN �, 4` STUD. I I I TO SH USED AT ENDS I ( • _ _____ _ _ Associates, Ince DETERMINE IF THE SITE IS LOCATED IN AN AREA WHERE LOCAL ORDINANCE _ l ! O5'W4'E PROVDIDEPANINADDITIONAL ED - X--4---X+-- ------ -- SHEARWALLS-W--I------ RADON COMPLIANCE. BUILDING CONTRACTOR SHALL DE 9-10d EA. END SILL ANCHOR IN FILL ROUGH OPENING REQUIRES COMPLIANCE WITH APPENDIX F, FBC-R 2004, FLORIDA STANDARD FOR PASSIVE RADON RESISTANT NEW RESIDENTIAL MSTAM24 FL1901.61 BETWEEN RODS PER t�PROVIDE AN ADDITIONAL ROW OF ROW OF 8d NAILS 0 6" O.C. INTO FLOOR TRUSS I I I I I I I I 496 Osceola Avenue BUILDING CONSTRUCTION." IN SUCH CASES, THE SLAB-ON-GRADE SHALL BE CAST WITH A MINIMUM STRENGTH OF 3000PSI AND 5-'/,"x2-V, TITENS SEE ARCH. 8D NAILS 0 6 O.C. INTO ONE OF �' -I---------I-- --I---+-4--------------------I-I--I----- _--4 SLAB CONTROL JOINTS SHALL BE SEALED AGAINST SOIL-GAS ENTRY, CONTRACTOR IS RESPONSIBLE FOR FULLY COMPLYING WITH THE CONSTRUCTION SPEC. DOUBLE TOP PLATE. STAGGER THIS OR JOIST. ® THE KING STUDS ADJACENT TO ALL NAILING TYPICAL NAILING. I I I I I I I I I I Jax. Beach, Florida 32250 MSTC28 18-16d EA. END FL1901.63 I I I 1 1 h.242-0908 Fax,241-9557 STANDARD. `• � OPENINGS (IN ADDITION TO OTHER I ( I I MSTC40 26-16d EA. END FL1901.64 ROD EMBEDMENT % NAILS SPECIFIED IN GENERAL I I I i I I ZHEADER, CA # 8344 MATERIAL SPECIFICATION : FOUNDATION, NOTES. OMIT IF WALL SEGMENT 6" I1 I LACE CONCRETE: SHALL HAVE A COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS MSTC66 38-16d EA. END FL1901.67 DEPTH PER SEE PLAN CAST IN P ROD NOTESN ADJ. TO OPENING IS LESS THAN MAX i I I I I I SEE PLAN I I I I CONTACT USWfrHYOURCOMMENTS 22-toe To rRuss t8 I I SHEA�tWALL1 I � I �HEARWALL � COMMENTSC�4LP-A.COMwool CONCRETE IN MASONRY UNITS: SHALL BE CONCRETE MASONRY UNIT IN ACCORDANCE WITH ASTM C 90 AND SHALL HAVE A MINIMUM MGT FL1423.15 L 0 I SEE PLAN I I I SEE PLAN NET AREA COMPRESSIVE STRENGTH OF 1900 PSI WHEN USING TYPE M OR S MORTAR (ASTM C 270), IN ACCORDANCE WITH ACI 530, 1-'/2"0 ROD TO FTG. i I THE 1900 PSI BLOCK IN COMBINATION WITH TYPE M OR S MORTAR PROVIDES A DESIGN COMPRESSIVE STRENGTH (f'm) OF 1500 PSI. PHD2 10-SDS'/,x3" TO TRUSS FL503.27 ° Q I SEE 18/S2.i FOR FASTEN CORNER POST I I I I 1 1 ( I I GROUT: THE GROUT SHALL BE IN ACCORDANCE WITH ASTM C 476 AND SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF � 1-'/2"e ROD TO FTG. 40 MAX SILL ATTACHMENT. TOGETHER w/12d COMMON c° I I PLACED AT AN 8" TO 11" SLUMP AND HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS WHEN TESTED MULTIPLE STUDS AT I I I ( I I I I IN ACCORDANCE WITH ASTM C 1019. 14-sOs'/.x3" TO TRUSS END OF SHEARWALL, 6" 8 ® 6" O.C. (STAGGERED). i I PHD5 FL503.26 SEE SHEAR WALL MAX I I FOUNDATION REINFORCING STEEL. SHALL BE ASTM A615, GRADE 40. 18-166 TO R FTG. ANCHORING SYSTEM SPECIFICATIONS. STRAIGHT CORNER POST FASTEN THREADED ROD NOT SHOWN ADDITIONAL ANCHOR PER DESIGN SPECS. BOLTS PER DESIGN SPECS. ,8 ,6d TO TRUSS 1 SCHEMATIC AND SPECIFICATIONS 2 ANCHORING SYSTEM SYMBOL DEFINITIONS STRUCTURAL STEEL: SHALL BE ASTM A36. HTT16 FL503.20 NO ONLY ONE , 1-'/2"0 ROD TO FTG. ROD 1S REO'D AT " WELDED WIRE FABRIC (WHIP): SHALL BE ASTM A185. S2 0 SSP MAY BE USED IN LIEU OF SPH4/6. DBL. ROD INSTALLATION TYP, CORNERS. S2.0 32-1sd To rRuss HOWEVER, SPACING SHALL BE REDUCED BY HALF. ANCHOR BOLTS AND THREADED RODS: SHALL BE IN ACCORDANCE WITH ASTM A 307 OR ASTM F 1554 GRADE 36. HTT22 FL503.21 VALID ONLY WHEN t /e"m ROD TO FTG. SIGNATURE IS IN BLUE INK WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). 20-SDS'/,x3" TO TRUSS DOUBLE TOP PLATE AND RAISED SEAL 1'/4" � 2X6 HDQs FL1463.25 PORCH HEADER, (2)SIMPSON MSTA24 NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. 1-7/8"o ROD TO FTG. SYP #2, MATCH SEE PLAN. AS A STUD-TO-PLATS 1'/2" CSD 2x8 11A STUD WIDTH. CONN. w/(12)10dx1.5" DOUBLE TOP PLATE 2 PLY 3 PLY ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS (DUAL CARTRIDGE INSTALLATION ONLY): 6-10d TO HEADER BEAM. BEAM. SIMPSON STRONG-TIE CO., PRODUCT: EPDXY-TIE SET OR APPROVED EQUAL. LUs28 FL474.284 NAILS SYP #2, MATCH x VISIONS BY -TIRODUCT: ACRYLIC-TIE SET OR APPROVED EQUAL. 4-10d TO JOIST STUD WIDTH, : 00 SIMPSON STRONG ECO CO.,, =� 126 NAILS \ ~ BOUNDARY OF RATED SHEATHING, 14-16d TO HEADER I N x • METAL CONNECTORS' ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR SHALL BE GALVANIZED. Z-MAX OR SS. HUS26 FL474.284 .� FROM OTHER N SEE DESIGN SPECS. 6-16d TO JOIST } CL SIDE OF 2nd SHEATHING C NSTRUCTION SPECIFICATIONS: • , WALL FRAMING ~ PLY. EXAMPLE OF PANEL 0 � � 36-166 TO BRG. MEMBER � 2 ROWS 166 " 3 ROWS 166 x „ ROOF ASSEMBLIES: ROOF ASSEMBLIES SHALL BE IN ACCORDANCE WITH FBC-R CHAPTER 9. HGUS282 FL474.139 PER 11/S2.1.INGN COMMON WIRE NL COMMON WIRE EDGE w/ BLOCKING 12-166 TO BRG. MEMBER SHEATHING . FOOTING AND FOUNDATIONS: SOIL BEARING (DESIGN MAXIMUM):; 2500 PSF. IF THE FOOTING ELEVATIONS SHOWN OCCUR INA OMITTED FOR 0 12" O.C. 0 12" O.C. x WHERE REQUIRED BY 14-t6d TO HEADER PORCH BEAM EA. SIDE. EA. SIDE. GENERAL NOTES. DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE HU410 FL1218.tas CLARITY. MIN , COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS 6-16d TO JOIST OPTION A (2)2x4 BELOW. (2)SIMPSON MSTA24 w/(4) '/4"x23/4 FOOTINGS PROVIDE #3 0 48" O.C. OR ROD CHAIRS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR ABU44 S/,"o ROD w/ 12-166 FL474.2t TITEN SCREWVS TO FTG. AND (9) CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. DOUBLE TOP PLATE PORCH HEADER, muLTIPLY LVL 2x6 or 2x8 � NAIL SPACING AT SYP 2 MATCH 106x1'/2" NEAILS TO STUD. NAILING PATTERN NAILING PATTERN NAILING PATTERN SUPPORTED EDGES ' ABU66 %"0 ROD w/ 12-166 FL1725.1 # ' SEE PLAN. REINFORCED CONCRETE: DESIGN PER ACI 318 LATEST EDITION, f c = 2500 PSI. ALL REQUIRES COMPRESSIVE STRENGTHS (UNLESS STUD WIDTH, vit GENERAL NOTES OTHERWISE NOTED ON PLAN) 2-s/e"0 BOLTS TO BEAM BUILT-UP POST SEE PLAN, CC44 FL1218.12 FOR NJAILING SEE DET. 5/S2.0. (2)2x ADD 3rd 2x MASONRY. ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CONCRETE MASONRY UNITS 2-'/."0 BOLTS TO POST WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE USED. GROUT ALL CELLS 3 ROWS 5/."0 HEX EXAMPLE E UNSUPPORTED . CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINFORCING, WHERE PERMITTED, 4-s/e"0 BOLTS TO BEAM -.� HEAD THRU BOLTS w/ 2 PLY BEAM (UNBLOCKED) PANEL EDGE. CONT G CC66 FL1218,18 ALTERNATE (TYPICAL) SHALL BE 48 BAR DIAMETERS ALL CELLS BELOW FINISHED SHALL BE GROUTED SOLID. ALL EXTERIOR WALLS SHALL BE REINFORCED 2-5/s-0 BOLTS TO POST COME�0N HEX NUTS & WASHERS 2x10 OR 2x12. FULL HEIGHT WITH - #4 0 4'-0" O.C. MAX. 4 AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. AT STEMWALL CONSTRUCTED SIMPSON HUSC28-2 „ SILL PLATE AND 0 24" O.C. a OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE), AND PA51 9-166 (EMBED ANCHOR) FL474.335 HANGER w/ 6-166 4 ANCHOR. N � 2 ROWS 166 NAILING TO INTERMEDIATE VERTICAL REINF. SHALL BE INCREASED AS NOTED ON 1/S1.0. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A 7/8"o ROD TO FTG. TO HEADER AND MINIMUM OF 6". IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHOULD BE HD10A FL503.6 6-166 TO WALL PARALLAM PSL COMMON WIRE SUPPORT IS 6" O.C. MAX. ® 12" O C STUDS, ROOF NOTIFIED. 4-S/S"0 BOLTS TO TRUSS PORCH BEAM FRAMING. c a BEAM. (SEE EA. SIDE. (LION) TRUSSES, T WOOD: ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CON1fACT WITH MASONRY, CONCRETE OR SOIL SHALL BE SET SIMPSON EPDXY-TIE FL402.3 OPTION B ° PLAN FOR # '/2" CDX PLYWOOD FLITCH. FLOOR JOISTS. OF PLIES) PRESSURE-TREATED. WOOD FRAMING SHALL BE IN ACCORDANCE WITH FBC-R, UNLESS OTHERWISE NOTED HEREIN. PT LUMBER FASTEN w/ CONSTRUCTION INDICATED IN SECTIONS PRESERVED WITH SODIUM BORATE (DOT-DISODIUM OCTABORATE TETRA HYDRATE). IF HOWEVER, ACQ OR AT SIMPSON ACRYLIC TIE FL2304.1 OPTION A MAY BE USED IN LIEU OF ADHESIVE AND NAILED. NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL AT1rACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA CS20 9-8d TO MEMBER EA. END FL1901.6 OPTION B AT CONTRACTORS DISCRETION (2)SIMPSON SPH4/6, PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE STAINLESS STEEL. PARALLAM BEAM FLITCH BEAM 6-10d TO STUD PORCH BEAM SPLICE DENOTED AS H10F OR H12F. BEARING WALL NOTES: HEADER NOTES: SP1 FL474.384 ti. DOUBLE TOP PLATES AND SILL PLATES SHALL BE SYP #2 TYP. HEADER SYP #2 U.G.N. ON PLAN. 4-106 TO TO TOP PLATE 3 CONNECTION 4 ROD ALTERNATE. 5 ATTACHMENT OF BUILT-UP MEM 6 ER 6 SHEATHING NAILING DETAIL- 3. L 2. PLATES IN CONTACT w/ CONCRETE OR CMU SHALL BE P.T. 2. JACK AND KING STUDS SPF#2. WHEN 6-10d TO STUD 3. SILL PLATE ANCHORS PER GENERAL NOTES. 3. SEE DETAIL 7/S2.0 FOR TYP. FRAMING. SP2 FL474.385 OTED S2.0 S2.0 S2.0 �-o 4. STUD SIZE & GRADE ON STRUCTURAL PLANS SUPERSEDE; THIS TABLE, 4. HEADERS ON PLAN SUPERCEDE THIS TABLE. 6-1Od TO TO TOP PLATE 5. MIN. OF SPF UTILITY GRADE FOR INTERIOR NON-BRG. TOP PLATES. 5, PROVIDE (2)2x12 SYP#2 HEADER 0 GARAGE U.O.N. Q 6. USE SPF#2 OR BETTER FOR ALL WALLS IN THESE PLANS. SP4 6-10dx1.5" TO STUD FL474.386 7. SPACE STUDS AT 24" O.C. IN NON-LOAD BEARING WALLS. 8. ALL WALLS SHALL BE BALLOON FRAMED FULL HEIGHT TO ROOF OR SPH4 10-tOdxt.S" TO STUD FL538.34 PART. ENC. EXP. 'B' f 3 E>)(P. 'C' ENGLOBED EXP. 'B' FLOOR BEARING ELEVATION, UNLESS NOTED OTHERWISE ON PLAN. CONNECTOR F SPH6 10-tOdx1.5" TO STUD FL538.35 2nd LVL KING STUDS TO ---»-"`-""• TYPICAL CONNECTION DETAIL SCHEDULE t # A SPH4/6 ®16 O.C. SPH4/6 ®32" O.C. GENERAL EPDXY EMBEDMENT: (SEE ANCHORING SYSTEM BELOW FOR ADDITIONAL INFORMATION) EMBEDMENT OF RODS OR REBAR 4-1od TO STUD 1st LVL FRAMING. SIMPSON FASTENERS TO CONN. UPLIFT DOWELS SHALL BE 12 BAR DIAMETER MINIMUM (LION), HOLES SHALL BE '/4" LARGER THAN REBAR SIX AND '/a" LARGER THAN SSP FLt423.21 B CS16 ®32" O.C. CS16 ®32" O.C. DETAIL CONNECTOR TRUSS/LVL HEIGHT CAPACITY SIMPSON PHD5 HOILDDOWN w/ C SPH4/6 032" O.C. SPH4/6 032" O.C. 8A PHD5 14-SDS '/4x3" 11'/2" 4685 14-SDSV4"x3". WHIEN DOUBLE IS 1-10d TO TO TOP PLATE MINIMUM 2-PLY SPECIFIED ON PLAIW USE 1'/2"SDS MSTA24 TO 4 WIDE MSTA24 TO 6' WIDE Q THREADED ROD SI 0 88 HTT16 18-t6d 16" 3480 SHEATHING SPECIFICATIONS: 4-tOd TO STUD SHINGLE ROOF - 14 32" APA RATED SHEATHING, NAILED w/SCI COMMON NAILS 0 6" O.C. EDGE & 6" O.C. FIELD ® GABLE ENDS DSP FL1423.21 Z (2) MSTA24 TO 9' WIDE (2) MSTA24 TO 12' WIDE SC HTT22 32=166 SINKERS 22" 5250 SCREWS INSTEAD. PROVIDE Z LVL OR TRUSS / ( 1-10d TO TO TOP PLATE 0 E LTT20B TO 4 WIDE LTT20B TO 6' WIDE DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). � SOLID 80 HDQB 20 SDS '/4x3 14" 8325 z 4-1Od TO STUD BLOCKING HTT16 TO 9' WIDE HTT16 TO 12' WIDE 8E HHDQ11 24-SDS ' 4x2' 2" 183 4" 11445 FOR HTT22 CONNECTION, NOTCH TILE ROOF - 19 32" APA RATED SHEATHING NAILED w 8d COMMON NAILS 0 6" O.C. EDGE & 6" O.C. FIELD (0 GABLE ENDS LTT20B FL1423.21 BETWEEN DBL. TOP PLATE A5 REQ'D FOR / / 1-10d TO TO TOP PLATE F CS16 TO 4' WIDE CS16 TO 6' WIDE DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). FLOORS. 8F HHDQ14 30-SDS '/4x2'/2" 21'/2" 14700 ALL NAILING TO ENIGAGE HEADER. (2) CS16 TO 9' WIDE (2) CS16 TO 12' WIDE FASTEN PER SCHEDULE ON SO.1. WALL - 14/32" APA RATED SHEATHING, NAILED w/ 8d COMMON WIRE 0 6" O.C. EDGE AND 6" O.C. FIELD. PROVIDE 2x4 BLOCKING BRICK LINTEL SCHEDULE AND - AT ALL JOINTS. AT WALLS WITH STUCCO FINISH, PANELS SHALL BE ORIENTED LOG DIRECTION PERPENDICULAR TO WALL STUDS. MISC. BRICK SPECIFICATIONS SIMPSON MSTCSS �CNVNECTOR A CONNECTOR, PER ON TOP OF TRUSS " MINIMUM 2-PLY TABLE ABOVE, AND DOWN OUTSIDE FLOOR - 23/32" APA RATED STURD-I-FLOOR SHEATHING, GLUIE AND NAIL WITH 10d COMMON 0 6" O.C. EDGE & FIELD LINTEL MIN. MAX, DOUBLE TOP PLATE TO WALL STUD. LVL OR TRUSS FACE OF POST. 5/."0 Q DIMENSION BRG. SPAN SYP#2 DOUBLE ROD, EA. END PORCH - '/2" GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER 0 6" O.C. EDGE AND FIELD L3'/2 x3'/2 x'/4 4 IN. 6 FT. __4TL__ _L HEADER, SEE SCHEDULE. TOP PLATE OF HEADER, PROVIDE -'/4" (OR GREATER) CDX PLYWOOD, w/ 6d COMMON NAILS 0 6 O.C. EDGE AND FIELD CONNECTOR B 2nd LVL WALL STUDS TO (2) RODS IF DOUBLE -7/16" GSB w 8d COMMON WIRE NAILS 0 6 O.C. EDGE AND FIELD. ATTACH (1)HTS20 (AVOID SON HTS20 / L4x3/2%1/4 6 IN. 8 FT, 1st LVL WALL STUDS OR ZSIMPSON H3 AT SAME CONNECTOR D TRIM OVERHANG (AVOID NAILING IS SPECIIFIED ON PLAN. HARDIPANEL SHEATHING: WHERE HARDIPANEL SHOWN USE 5/16" HARDIPANEL SHEATHING FASTENED WITH 6d NAILS ® 6" O.C. EDGES FRAMING CONNECTOR SPACING AS CONNECTOR A HEADER TO JACK STUD FROM TRUSS/LVL TO FOR PLACEMENT A307 THREADED DRILL FROM DPP. SIDE) PROVIDE 11-MSTA24 & FIELD. WHEN SW-3 IS NOTED FASTEN WITH 8dx2'/2 GALV. COMMON WIRE. IF SW-1 IS SHOWN. PROVIDE WOOD PANEL SHEATHING L5x3'/2"x'/4 6 IN. 10 FT. POST/BEAM TO POST. OF STRAPS FASTENED EA, JACK N ATH HARDIPANEL APPLICATION AND PROVIDE HORIZONTAL BLOCKING AT 48 MAX AND EPDXY, L EMBED �� � " INTO MONO. SLAB FTG. 5/8"O ROD EA. STUD TO HEADER. C� AS INDICATED ABOVE BEE ROUGH OPENING SEE ARCH. L6x3'/2"x'/4 6 IN. 12 FT. KING STUDS AT OPENINGS LESS THAN 4 1/2- ROD / V(23/4" MIN. EDGE DISTANCE) SIDE OF TRUSS EXTERIOR AND INTERIOR SHEARWALL SPECIFICATIONS: SHEATH PER WOOD PANEL SHEATHING SCHEDULE BELOW, WITH 2x BLOCKING AT JACK STUDS BOLTPRO\ E SPH4/6 AND ANCHOR CONNECTOR E BUILT-UP POST, S/8"0 ROD ® 8A, 8B AND 8C ALL PANEL JOINTS. EXAMINE ALL SECTIONS AND DETAILS FOR SPECIAL NAILING AND BLOCKING CONDITIONS. L7x3'/2"x'/4 6 IN. 16 FT. BOLT OR ROD ANCHOR WITHIN 7 �� WHEN QQ��J„� IS SPECIFIED ON PLAN, KING STUD TO FOUNDATION. 16 UNLESS SHEARWALL ANCHOR SEE PLAN FOR ATTACHMENT /a 0 ROD 8D PROVIDE THIS CONNECTOR ASSEMBLY WOOD PANEL SHEATHING: SW-# INDICATES WOOD PANEL SHEARWALL. PROVIDE NAILING AND ANCHORING AT EACH END OF SHEARWALL PER SCHEDULE BELOW Qg. AS INDICATED ON PLAN. PROVIDE DOUBLE STUDS AT ENDS OF SHEARWALLS. (KING STUDS AT 1. STEEL LINTELS TO BE MIN. 36" LINTEL MUST HAVE 6" IS PRESENT. AFOUNDATION 1 0 R00 ® 8E & 8F ON BOTH SIDES OF LVL/TRUSS. HEADER MAY SERVE AS DOUBLE STUD). IF CONVENTIONALLY STRAPPED, ANCHOR SECOND STORY END STUDS TO FIRST FLOOR WALL CORROSION RESISTANT COATING OF EPDXY BASED PAINT. FRAMING w/ (3) CS16 OR AS INDICATED ON PLAN. -_ � TYPICAL LOW HEEL TRUSS HEADER 2. LINTEL MORE THAN 8. SHOULD BE LATERALLY CONNECTION 00NNECTION CONNECTION LABEL NAILING & ENO ANCHORAGE OF SHEARWALLS SUPPORTED NOT TO EXCEED 6 FT. O.C. w/1-'/4x3" WD. SEE 18/S2.1 FOR Wt: NAILING- 8d COMMON WIRE NAILS 0 3" O.C. EDGE & 6" O.C. FIELD ANCHOR- s/a"0 ROD QR (2)'/2"0 RODS SCREWS INTO HEADER PROVIDE A '/2" VERT. SLOTTED CONNECTOR C SILL ATTACHMENT. DETAILS 8A.SB.SC.BD.SE.SF DETAIL 0f1% DETAIL 8H �..., S 1 st LVL WALL STUD SW2: USE SW1 NAILING, EXCEPT SHEATH BOTH SIDES OF STUDS ANCHOR- w/ (2) 5/8"0 RODS HOLE FOR SCREW. TYPICAL OPENING DETAIL AND SW3: NAILING- 8d COMMON WIRE NAILS ® 6 O.C. EDGE & 6 O.C. FIELD ANCHOR- w �� TO SILL PLATE " " / '/2"0 ROD 3. BRICK VENEER SIDING: HORIZONTAL TIES 0 24 O.C., 7 CONVENTIONAL STRAPPING SCHEDULE MEN 8 HIGH UPLIFT TRUSS OR BEAM CONNECTIONS ANCHORING SYSTEM: THE THREADED ROD ANCHORING SYSTEM SHALL CONSIST OF 1/2"0 A307 THREADED RODS ORIENTED VERTICALLY VERT. TIES 0 16 O.C.. PROVIDE 346"0 WEEP HOLES AND ATTACHED TO THE FOUNDATION AND TO THE UPPERMOST PLATE AT THE LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE 0 33" O.C. IMMEDIATELY ABOVE FLASHING. S2.0 SSP MAY BE USED IN LIEU OF SPH4/6 HOWEVER SPACING SHALL BE REDUCED BY HALF. OTED S2.0 W TOP PLATE, PROVIDE A 3"x 3"x'/4" THICK STEEL WASHER. FASTEN WITH A NUT AND ALLOW AT LEAST 3 THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.)THIS SYSTEM ELIMINATES THE CONVENTIONAL STRAPPING REQUIREMENTS OF WOOD FRAMED CONSTRUCTION (I.E. FASTENING SCHEDULE STUD-TO-PLATE TIES, BOTTOM PLATE TO FOUNDATION TIES, FLOOR-TO-FLOOR STRAPS, AND HEADER TO JACK STUD STRAPS) UNLESS OTHERWISE NOTED IN THESE DOCUMENTS. FOR WOOD MEMBERS TRUSSES PARALLEL A WALL: (U.o.N. ON PLAN) 2x6 SYP#2 NAILER FASTENED TO ROD INSTALLATION: AT ALL PLATE PENETRATIONS, PROVIDE A HIOLE IN THE PLATE 34" LARGER THAN THE DIAMETER OF THE DBL. TOP PLATE w/10d 0 3" Q.C. THREADED ROD USED. WHILE SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLERS (SIMPSON CNW OR EQUAL) MAY BE USED IN CONN. 8d COMMON CASES WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE ROD SHALL BE INSTALLED APPROXIMATELY CENTERED IN HOLE. RODS MAY MEMBERS TYPE CONN. TRUSSES PERPENDICULAR TO WALL: CONVENTIONAL ROOF FRAMING SCHEDULE NAILS 0 3" O.C.(TYP) 2x12 SYP BE SLANTED FROM TRUE VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. 2x6 SYP#2 BLOCKING BETWEEN EA. THE NUT ABOVE THE UPPERMOST PLATE SHALL BE SECURED OVER THE WASHER TO A SNUG-TIGHT CONDITION PLUS ONE-HALF TURN JOIST TO SILL QR GIRDER TOE NAIL 2-16d TRUSS. FASTEN TO DBL. TOP PLAT` ASPHALT SHINGLE CONCRETE TILE # LEDGER, FASTEN TO ROOF FRAMING OF A STANDARD WRENCH (APPROXIMATELY 25 FT.-LBS, OF TORtQUE). BELOW w/ 4-126 NAILS AT EACH ROOF SHEATHING, SEE RAFTER INTERSECTION. w 146 ® 4" O.C. ROOF RAFTER UPLIFT CONNECTOR ® DESIGN SPECS. / (SYP. 2 MAXIMUM SPAN MAXIMUM SPAN EPDXY ANCHORING: ALL THREADED RODS SHALL BE DRILLED & EPDXY ANCHORED. PROVIDE A MINIMUM EDGE DISTANCE (MEASURED BRIDGING TO JOIST TOE NAIL 2-8d E.E. ( # ) FROM CENTERLINE OF ROD TO EDGE OF SLAB) OF 2" FOR 2x4 FRAMING AND 3" IN 2x6 FRAMING. PROVIDE 6" EMBEDMENT FOR ®24" O.C. ®16" O.C. ®24" O.C. ®16" O.C. DBL. TOP PLATE Pf��-ENG TRUSS OVERFRAME RAFTERS, SOLE PLATE TO JOIST/BLOCKING FACE NAIL 16dO 16" O.C. 2 x 6 9'-6" 11'-6" 8'-6" 9'-9" MONOLITHIC CONCRETE AND 12" EMBEDMENT FOR STEMWALL AND CMU AND ICF INSTALLATIONS. (1) H3 4-126 TOE NAIL (1) A35 4B 4-12Q TOE NAIL © EE PLAN. PITREQUIREMENTS: AT WALLS INSTALL 1/2PO A307 THREADED ROD ANCHORS PER DETAILS 1 & 2/S2.0 WITH A MAX TOP OR SOLE PLATE TO STUD FACE NAIL 2-16d 2 x 8 13'-0" 15'-0" 11'-6" 13'-0" (2) H3 O 8-12d TOE NAIL (2) A35 QR 8-12d TOE NAIL - GENERAL UPLIFT SPACING OF 6'-8" O.C., AT EXTERIOR WALLS & 4'-0" O.C. AT INTERIOR BEARING WALLS, AND AT ALL CORNERS AND WALL 2 x 10 16'-6" 19'-0" 13'-9" 17'-0" (1) MTS12 (2) A35 I. SIMPSON H2.5 w/10 8d CO>MMON INTERSECTIONS. ALSO, LOCATE AT SPECIAL ANCHOR LOCATIONS INDICATED ON PLAN. INTERIOR PARTITION WALLS AND INTERIOR STUD TO SOLE PLATE TOE NAIL 3-166 2 x 12 19'-0" 23'-0" 16'-3" 19'-9" NAILS FROM RAFTER TO LEDGER VARY, SHEARWALL (2) MTS12 (2) A35 PROVIDE 2x4 SPF#2 BLOCKING OTED SPECIFIED ON PLAN BEARING WALLS WITH NO ROOF UPLIFT DO NOT REQUIRE ANCHORS. ANCHORS AT ENDS OF SHEARWALLS MAY A , SEE S SPECIFICATIONS ABOVE AND PLAN FOR LOCATION. AS AN ALTERNATE THE CONTRACTOR MAY INSTALL CONVENTIONAL STRAPPING DOUBLE STUDS FACE NAIL 16dO 12" O.C. SIMPSON H2.5 w/ 10-8d NAILS PER 7/S2.0 FOR INTERIOR/EXTERIOR ROOF BEARING WALLS IN LIEU OF THE ANCHORING SYSTEM. NOTE: FROM LEDGER TO ROOF MEMBER. TOP PLATE, LAPS/INTERSECTION FACE NAIL 2-16d x/16" OSB OR 3/8" CDX USE THIS SCHEDULE FOR ALL ROOFS NOT FRAMED BY PRE-ENGINEERED WOOD ROOF TRUSSES. AT USE THIS DETAIL TO SILL PLATE CONNECTORS: ALL EXTERIOR WALLS & INTERIOR SHEARWALLS, PROVIDE '/2"x6" Ig THREADED ROD ANCHORS w/ 2x2x'/4"0 PLYWOOD FASTENED TO CONVENTIONAL FRAMING LOCATED OVER OTHER ROOF FRAMING, SEE LEDGER BOARD DETAIL BELOW FOR „ FASTEN OVERFRAMED ROOF MEMBER, ALT. TO BOTH H2.5 A634VE „ 16d016" O.C. TRUSS OR CEILING JOIST ATTACHMENT OF OVERFRAMED RAFTERS TO MAIN RAFTERS. WHEN USING TWO H3 CLIPS ON 11/2" WIDE DATE OR 1'/2"x1'/2%1/8"o PLATE WASHER DRILLED & EPDXIED 0 40 OC BETWEEN ANCHOR RODS INCLUDING BENEATH WINDOW SILLS. CONT. HEADER, TWO PIECES FACE NAIL eo. EDGE HEADER PER PLAN. LUMBER, PLACE CLIPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. WHEN USING TWO A35 CLIPS ROOFS, VALLEYS, ETC. SEE PLAN. DIRECT E MTS12 OR CS116 w/8d 0 3 O.C. EDGE , DIRECTLY BETWEEN OVEERFRAMING 11.03.05 ROOF AND COLING FRAMING: REFER TO TRUSS SHOP DRAWINGS FOR TRUSS PROFILES. PROVIDE SOLID BLOCKING AT SHEATHING CEILING J01ST TO PLATE TOE NAIL 2-166 WALL FRAMING " ON 1'/2" WIDE LUMBER, STAGGER CLIPS VERTICALLY TO AVOID NAILING INTERFERENCE. RAFTERS SHALL BE PROVIDE SOLID SPF#2 BLOCKING AND 12 O.C. FIELD STRAPPED TO NEAREST MAIN ROOF RAFTER. # RAFTER & ROOF MEMBEER. JOINTS IN THE FIRST TWO RAFTER OR TRUSS SPACES FROM GABLE END. ROOF SHEATHING SHALL BE ATTACHED TO BLOCKING WITH PER 11/52.1. AT PANEL JOINTS ADJACENT TO DESIGN/DRAWN PANEL-END NAILING REQUIREMENTS. ALL CONVENTIONAL FRAMING SHALL BE SYP#2. IE IN OF OVERFRAME RAFTERS LAP'/MRG CONT. HEADER TO STUD TOE NAIL 3-166 P.T. POST OR BOX TO TRUSS FRAMING. Eo MEANS AND METHODS: THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL QR BE RESPONSIBLE FOR CONSTRUCTION MEANS, FRAMED COLUMN, METHODS, TECHNIQUES, PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY OTHER PERSONS CEILING JOIST TO ROOF RAFTER FACE NAIL 8-12d PORCH ROOF SEE PLAN. PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT LAP DOCUMENTS. RAFTER PLATE TOE NAIL 4-,6d 9 TRUSS CONNECTION WHEN 10 CONVENTIONAL ROOF SCHEDULE �� LEDGER OVERFRAME RAFTERS SHEET LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER BUILT-UP CORNER STUDS FACE NAIL 16dO 12" O.C. 52.0 OTED S2.0 S2.0 ARE LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WINO UPLIFT, WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT SPECIFICALLY ADDRESSES, TRUSS-TO-TRUSS CONNECTION, AND ANY ARCHITECTURAL, S23 MECHANICAL OR ELECTRICAL SYSTEM. { '7Q 1 pn,•..A.-7 UPLIFT CONNECTION PER SCHEDULE. 2x_ SYP#2 CONT. ATTACH TO DBL. WALL STU 1 S MFF ON A34 /,a OSB DIAPHRAGM # ( ) TOP PLATE AND TRUSS w/ 10d # AFTER. FASTEN TO NAILER w/ CROD, NUT AND �, 2x8 SYP#2 CLI ; A:�F� " SYP#2 2x4 NAILER WASHER PER RIDGE BEAM FLOOR DECK. FLOOR DECK. (1) ROW 10d Ca➢ 4"O.C. ATTACH SW SHEATHING TO 3 O.C. EDGE OF 2x_ MAY FASTENED TO TRUSS NOTES HEADER, PER �,... ° 10d® 4" O.C. FASTEN TO TOP PLATE w/ ADJACENT TRUSS. BLOCK ALL OVERHANG DBL. TOP PLATE. WOOD ROOF TRUSS. BOT. CHORD w/(2) HEADER SCHED. OPE ING ,�,. 7/,s" OSB DIA. FASTEN TO (2)ROWS OF 10d ® 4"o.C. PANEL EDGES. NAILING TO WOOD ROOF ROWS 10d ® 3" O.C. MATCH SHEARWALL. TRUSS. FASTENED TO SHEATHING /,, TOP PLATE w/ (2)ROWS 10d ATO ADJACENT TRUSS. " ?� %� WITH 10d ® 3 O.C. 4-16d TOE NAILS 6-12d 0 AT EA. ��; ,`�: '��%� ' j; . 4" O.C. & 2x4 NAILER w/ 2x4 SYP#2 CATS AT 12" ! EACH RAFTER TO END (JF CEkJNG JOIST �%/ /ji,/,f WOOD ROOF O.C. FASTENED TO TOP BLOCK ALL PANEL ��` /�%/�� ! 1 ROW 10d ® 4 O.C. " SHEATHING FASTENED GIRT & FASTEN RS f T0� PLATE TO OFR,A TER (TYP) \�„\ ;,i�j/,/�/% j O TRUSS. 11 /4 EDGES. NAILING TO 16 MAX. PLATE w 4 12d COMMON. _: i%' i�;. (TYPICAL) MAX. /( } MATCH SHEARWALL. 1TO 0d PLATE O.C. w/ ROOF TRUSS .' �. I I I ]LIN KING AND JACK PER 18/S2.1. YP#2_; EDGER ATTACH TO STUDS PER ° ° HEADER - --- - S�'t�DS ® 16" O.C. w/12d ° o� , ;� °�o , FLOOR FRAMING r. SYP#2 2x4 NAILER SYP#2 2x4 NAILER FASTENED FASTEN TOP PLATES Lou Pon igo and SCHEDULE CO MON WIRE NAILS PER � FASTEN TOP PLATES FASTENED TO TRUSS FASTEN CATS EDULE BELOW. 2x6 SYP` ��C,EING JOIST w/ INTERIOR SHEARWALL. TOGETHER w/ 2 ROWS TO TRUSS BOT. CHORD �w/(2) EACH END w TOGETHER w/2 ROWS Associates, Ince BOT. CHORD w 2 VERTICAL `" 8-12d NAIL" EACH END, ,. /( ) OF (4)10d BETWEEN ROWS 1Od 0 4 O.C. 3)10d COMMON OF (4)10d BETWEEN REACTION LEDGER SIZE & NAILING ROWS 10d 4 O.C. EACH STUD. ( ) 0 EACH STUD. 2x SPF DIAGONAL 0-775 2x6 w/(5) NAILS ® EACH STUD (1) SIMPSON H3 /16 OSB (ON ONE SIDE) BLOCKING IF SHEARWALL IS ALIGNED DIRECTLY SHEARWALL OR TOE NAILS 496 Osceola Avenue BLOCKING FASTENED CLIP El�JOIST. WALL STUDS AND PANEL BETWEEN FLOOR TRUSSES BENEATH FLOOR TRUSS. OMIT HORIZ. SHEARWALL SHEARWALL EXTERIOR WALL Jax. Beach, Florida 32250 776-1250 w/(8) NAILS C� EACH STUDSHEATHING CONY. (2x4 SPF ALL AROUND). ATTACH OSB & EXTEND WALL SHEATHING TO TOPSHEARWALL Ph.242-0908 Fax.241-9557 w/(2) 12d E.E. 1251-1540 _ x,10 w/(10) NAILS ® EACH STUDSTRAP PER 7/S2.0 TO DOUBLE TOP PLATE w/5-16d FLANGE OF FLOOR TRUSS. CA # 8344 1540-185 2 w/(12) NAILS ® EACH STUD NAILS BETWEEN EA. FLOOR TRUSS. ALTERNATE A ALTERNATE B ALTERNATE C ALTERNATE D ANCHOR WALLS FRAMING w/SIMPSON MTS30 ® 32" USE THIS DETAIL AT EXTERIOR USE THIS DETAIL WHERE CONTACT US AT: ROUGH OPN G, SEE ARCH. LEDGE S: O.C. WHEN RF�'AMING FALSE DORMER OVER ROOF WALLS THAT TERMINATE SHEARWALL RUNS PARALLEL COMMENTS&P-A.COM WH A L GER IS INDICATED ON PLAN AND NO TRUSSES PR IDE 4 BLOCKING BETWEEN TRUSSES ® PERPENDICULAR PARALLEL BETWEEN ROOF TRUSSES. TO THE TRUSSES. TRUS^„S B 'AR AT THAT LOCATION, THE LEDGER ANY ALTERNATE MAY BE NOTE: TRIM WALL SHEATHING TO MATCH 16 O.C. FASTEX.,6 CKING EACH END w/ SIMPSON A34. TO FLOOR FRAMING TO FLOOR FRAMING USED AT ANY SW, IS Eley SED TO ATTACH THE ADJACENT ROOF EXCEPT RADIUS WINDOW FRAME BY t 1/2" D USE A 2x6 LEDGER PER SCHEDULE ABOVE. , AT ` ROOF DECK PER GENERAL NOTES. AT SW-2. AT SW-2, USE ALTERNATE A AND " REDUCE TYPICAL 4" NAIL 1 RADIUS WINDOW FRAMING WHEN LEDGER CONNECTION WHEN DORMER ROOF FRAMING 4 SHEARWALL FRAMING AT FLOOR SPACING TO 2" o.C. 5 SHEARWALL FRAMING AT ROOF' s2.1 OTE o s2.1 OTEo S21 s2.1 s2.1 GREATER THAN 3'-6" SHEATHING WALL SPH4 6 ® 32" O.C. NO PA51 REQUIRED. NOTE: IF SHEARWALL IS SPECIFIED / ON PLAN AT THIS CONDITION, ABOVE ADJ. ROOF OR UP TO HIGH DBL. VALID ONLY WHEN DBL. TOP PLATE. SIMPSON MSTA24 FLAT EXTEND SHEATHING FULL HEIGHT TOP PLATE. SIGNATURE IS IN BLUE INK (2)SIMPSON MSTA24 SSP ® 24" O.C. - ; STRAP AT EA. SUPPORT SPH4/6 ® 32 O.C. s� DOWN TO FLOOR FRAMING & FASTEN AND RAISED SEAL STRAPS FROM GARAGE JACKS STUD. (TYP) DBL. TOP PLATE. OR DECK LEDGER OVER WALL SHEATHING 8d COMMON DOOR HEADER TO JACK STUDS. '/ "0 ROD UNLESS SSP ® 24" O.C. , WIRE NAILS TO BLOCKING / SHEARWALL SPEC. -"` , 3" O.C. 1 "`' REVISIONS BY '/2"0 ROD, UNLESS REQUIRES GREATER. I �`! • SHEARWALL SPEC. TYPICAL GARAGE HEADER/JACK CONNECTION; 2x6,SYP#2 RIP,...E T REQUIRES GREATER. THICKENED SLAB GARAGE HEADER. AR ,` HEADER. 4G'/4 DEEP CW;' E EDGE ® GARAGE r 1 OPENING. _ ADD SIMPSON PA51 STRAP WHEN 1 4" - SHEATHING WALL DOWN P, ON PA51 STRAP ANCHOR 7/ PORC F AAIING, SEE PLAN. GARAGE WING WALL < 3'-6" E6/S2.1 FOR VARIOUS _ TO INTERSECTION OF 2x4 BLOCKING EMBEDDED IIN CONC. FILLED STUD WALL FRAMING BETWEEN EA. TRUSS. FLOOR DECK. " INSTALLATION OPTIONS. FLOOR FRAMING. WATrE ^P&�SOFING, SEE ARCH. (1)g/ " ROD AT �" 2x8 SYP#2 _ w/2x SOLID BLOCKING ATTACH AT EACH WALL w v 9 5 STEM WALL. FASTEN TO KINGS e ,. ALTERNATE RETROFIT FOR PA51 STRAPS EACH SIDE 8d COMMON WIRE AT SHEATHING EDGE STUD w 3-16 NAILS cn SLOPE, (3)2x STUD CORNER w/ 18-16dr'NAILS. CENTER OF WALL ' SEGMENT 2-MSTAM24 FLAT STRAPS EACH SIDE � TO LEDGER ® 3 O.C. / � AT EACH FRAMING SEE A ,LH. - FLOOR DECK. OF STEMWALL TO JACK STUDS. FASTEN i• INTERSECTION. FLOOR TRUSS 33/4" TO 5'/4" TYPICAL GARAGE WING-WALL > 3'-6" �j TO STEMWALL W/ (5) 3/16" TITAN I' / (MIN. 6-16d BETWEEN OR JOIST. CONT. 2x RIM BOARD P.T. SILL PLATE MASONRY SCREWS AND TO STUDS w ROOF 1� // EACH TRUSS) (TYPICAL) ALTERNATE RETROFIT FOR PA51 STRAPS / �" 12d ® 4 O.C. VERT TRUSS OR 2-MSTAM24 FLAT STRAPS EACH SIDE 9-10d COMMON WIRE NAILS. .E' r;; JOIST ROOF TRUSSES PERPENDICULAR OF STEMWALL TO JACK STUDS. FASTEN SIMPSON PA51 STRAP (STAG. w/ NAILING SIMPSON H3 CLIP � EA. (RAFTER. EMBEDDED IN GARAGE • o FROM DPP. SIDE) DETAIL B 2x12 SYP#2 LEDGER <'_,�_ TO STEMWALL w/ (5) 3/16 TITAN � THICKENED SLABEDGE. MASONRY SCREWS AND TO STUDS w/ r; CONTINUOUS 2x6 SYP#2 CONT, w/10-12d COMMON 9-lOd COMMON WIRE NAILS. FASTEN TO KINGS W/ ;; �, i_ LEDGER, SEE LEDGER WIRE NAILS ® 16" O.C. ,HEADER, SEE PLAN. SHEATHING. 16" MIN. EMBED. 18-16d NAILS. THICKENED SLAB �. THICKENED SLAB 'PRO)VIDE ABU88 HOLD NOTES 2/S2.1 & (3)SDS V'x3" WOOD SIMPSON LUS28 JOIST HANGER OF PA51 IN CONC. THICKENED SLAB FILLED STEMWALL. EDGE CD GARAGE THICKENED SLAB EDGE ® GARAGE EDGE CSD GARAGE ::��` DOWfN AT BASE, U.O.N. SCREWS ROWS ® 32 O.C. EDGE 0 GARAGE OPENING y OPENING. mar .,. i, w/ 6-10d TO HEADER AND 4-10d OPENING. '/Z"0 ROD, UNLESS OPENING. ' ROOF TRUSSES PARALLEL y , TO JOIST. GARAGE WING-WALL < 3'-6" ALT, A SHEARWALL SPEC. DETAIL A REQUIRES GREATER. IBUILT—UP AR AGE CENTER WALL ELEVATION <� WA WHEN 6 GARAGE WING WALL ELEVATION WHEN 7 k ._ THEN COLUMN POST WHEN 9 LL ADJ. TO ROOF FRAMING WHEN 10- TYPICAL PORCH FRAMING, OTED S2 1 STEMWALL SHOWN, MONOLITHIC SLAB FOOTING SIMILAR. OTED S2.1 EMWALL SHOWN, MONOLITHIC SLAB FOOTING SIMILAR. OTEO S2 1 TWO STORY OTEO S2.1 SEE CONSTRUCTION SPECIFICA IONS FOR ROOF AND NOTED S2.1 WALL SHEATHING AND STUD FRAMING. GARAGE WING-WALL < 3'-6" ALT. B 2x SPF BLOCKING - rL 4-16d EA. SIDE IF UPPER PLATE BRED OPTION (J IS USED, AT BREAKS IN UPPER PLATE OF DOUBLE TOP RIPPED TO FIT M TRUSSES ON BOTH SIDES OF BREAK SHALL PLATE THE FOLLOWING OPTIONS ARE ACCEPTABLE: WITH GAP SHOWN I . . . . BE STRAPPED WITH A MINIMUM OF ONE H8. A INSTALL SIMPSON LPT4 CENTERED ON BREAK CENTER ROD ON JOINT IN UPPER PLATE CONVENTIONAL ROOF FRAMING, UPPER PLATE BREAKS THREADED ROD PER SPACING. C PROVIDE ROD WITHIN 12" OF JOINT EA. SIDE. SEE ROOF FRAMING PLAN OR -� 6" MAX. 4 SPLIV"E, MIN. (TYP) D OMIT ABOVE REQUIREMENTS, IF NO ROOF TRUSS ROOF SHEATHING PER SHEATHING MAY SCHEDULE 10/S2.0. fS LOCATED WITHIN 12 OF BREAK ON EITHER SIDE. CONSTRUCTION SPECS. STRAP FROM 2ND FASTEN ROOF TRUSS AT EDGE -A A I TERMINATE AT TOP 2x4 SYP#2 DIA. & HORIZ. STRAP FROM 2ND FLOC; FLOOR STUDS TO OF DBL. TOP PLATE. I I OF HIGH SIDE OF WALL WITH Q PRE-ENGINEERED WOOD CEILING JOISTS PER TABLE BRACING ® 24 O.C. I STUDS TO 1ST FLOOR I 1 1ST FLOOR STUDS DBL. TOP PLATE NAIL UPLIFT CONN. LONG ENOUGH ROOF TRUSSES. BETWEEN OUTER WALL & STUDS SEE UPLIFT CONN, SEE UPLIFT CONN. DBL. TOP PLATE NAIL TRUSSES WITH BELOW w/ 8-12d COMMON UPLIFT CONNECTOR, PER FIRST INTERIOR TRUSS. SCHED. OMIT ® THREADED SCHED. OMIT ® w/1Od x 3" ® 8" O.C. TO ENGAGE STUDS. ALIGN STUD UNDER „ PER UPLIFT WIRE NAILS EA. END INTO SCHEDULE 10/S2.0 AND STAGGARD. (TYP) 6" MAX. LOWER TOP PLATE. w/lOd x 3 ® 8 O.C. CLIP, HEEL 1 —O RAFTERS. (TYPICAL) 2-12d TOENAILS EACH TOE NAIL EACH END 1 ROD ANCHOR SYSTEM 1 THREADED ROD ----- --------- ! STAGGARD. (TYP) CONNECTOR SCHED. w/4-12d NAILS TYP ANCHOR SYSTEM ----- --PINDICATED SEE LEFT SIDE OF RAFTER. ( )FOR INFO. :: F HIGH SIDE OF WALL IS NOT SHOWN I IDRYWALL CEILING AND I AS A SHEARWALL, AT PART. ENCLOSED I INSTALL DBL. 2x BLOCKING STUDS FASTENED w DBL. TOP 1 I CONT. RIBBON IN FIRST TWO STUDS SPACES 10d x 3" 0 16" O.C. BUILDINGS, BOTTOM PLATE SYP#2, CEILING JOIST CHORD BRACING PER BOARD (TYP) STAGGARD. ('TYP ENGINEERING. MATCH STUD WIDTH. FRAMING SCHEDULE TRUSSES- 1 I FASTEN (2)MSTA36 AT INSIDE INSTALL AN ADDITIONAL "A"O ROD, UNLESS SHEARWALL 6" ) TRUSS _ FACE OF SHEARWALL OR BEND THREADED ROD ASS 0 SPEC. REQUIRES GREATER. JOIST MAXIMUM SPAN WALL FRAMING I THREADED ROD NON-STRUCTURAL, SYP 2 " OR JOIST. I FLOOR TRUSSES I AROUND ENDS AT NON-SHEARWALL. MAX CLIP FROM DBL. TOP OMIT WHEN USING SOFFIT SEE ARCH. ( # ) ®24 O.C. ®16, O.C. PER 7/S2.0. CEILING LINE I OR JOIST. ! PLATE HEIGHT CHANGE TOP PLATE BREAKS LL PLATE TO STUD, SEE UPLIFT CONNECTOR CONVENTIONAL 2 x 6 11'-9 12'-9" ! I QR ANCHOR IF NO THREADED ROD Q EXTEND SHEATHING I I � SCHEDULE, 2 x 8 15—0 17—0 2x STUD WALL FASTEN STRAPPING. VERTICALLY TO TOP � �� � " WALL FRAMING I WALL FRAMING I BOLT LOCATED A., SHOWN VI 1 2�� Qg. / � ROD UNLESS OMIT AT THREADED OF TRUSS AS SHOWN. 2 x 10 19'-0" 21'-6" PER 7/S2.0. I PER 7/52.0. I BUTT J01 A i/2 0 THREADED ROD ANCHOR BOLT TO BLOCKING w/ SHEARWALL SPEC. ROD SYSTEM. DBL. TOP PLATE PROVIDE 2x4 BLOCKING w/ 11/2" PLATE WASHER. 4-10dx3" NAILS. REQUIRES GREATER. SYP #2, MATCH AT HORIZONTAL JOINTS. 2 x 12 23'-3" 26'-3" STUD WIDTH. ATTIC DESIGN CRITERIA: j I.. BLOCKING OR SOLID, w/ PT. SYP#2 PROVIDE AT A DISTANCE OF NO LESS MIN. OF 3-12" BLOCKS. Q SILL PLATE '-p,. 6„ THAN 6" AND NO MORE 'IiAN 12" FROM TRUSSES 1 _WI H 10 PSF DL, 15 PSF LL NOTE: ONLY ONE R I HEEL >. 1 —0 0o s ��;. AX. MIN. ALL BUTT JOINTS IN THE SILL PLATE. , REQ D AT TYP. CORNERS. Z FLOOR TRUSS & WALL FRAMING l` ,Kr _rY L PLATE BREAKS rl4N WROOF AND WALL FRAMING VMEN 12 CONVENTIONAL RAFTER 13 �� `� 0STA D AR D ALL FRAMING DETAIL CORNERS Q OTED S2.1 FOR INFORMATION NOT S2.1 S2.1 S2.1 SHOWN, SEE 11/S2.1. 2x4 SYP#2 DBL. TOP PLATE FASTEN (2)2x4 EXT. STUDS TO ROD, NUT HEADER BELOW w/ SIMPSON DET 2x SPF RIPPED TO FIT & WASHER HEADER, PER OPE ING • (2)CS20 STRAPS (9)8d NAILS A ARCH. DEPTH REQ'D. SHEATHING PER NOTES HEADER SCHED. SHEATHING, PER SW-1 ' EACH END. (TYP A. END) T_ CONT. AT 3x3 PLATE 2x4 SPF#2 STUDS LTP4 MAY BE SPECIFICATIONS. * = GIRT/VERT END ;fr`PF20VIDE NOTCHED AND FITTED (2)2x8 w/ WASHER. AT 16" O.C. (TYP) ! ; • . • 1 1 OMITTED IF JACK I �� JOINT. FASTENER 1 '/2"� RODS ® 48" O.C. SYS?#2 w/ PLYWOOD OR OSB SPACER TO -_T INSTALLED UNDER a MIN. OF TWO ON EA. FACE 2 2x8 SYP#2 l— I , SUPPORT HANGING WALL ® 48 O.C. MAX. ) # 2x4 SYP#2 SCAB FASTEN 2 2x4 EXT. STUDS TO I - w SPACER. BELOW BOTTOM ( ) _ 1 BOX BEAM, ( ) 2 � THREADED PROD w/ 3x3 • � .IGN WITH HANGING WALL WHEN TRUSS / OF GLASS AND MIN. 1 � HEADER BELOW w SIMPSON ' !/ * >: " WASHER TOP & 1 /2 O WASHER PERPENDICULAR TO WALL. > >� PLATE FACE-NAIL TO RATED SHEATHING TO RUN / �. LTP4 ON INSIDE FACE w/6-12d _ KING & JACK _--_ WITHIN 8 OF MITER. BOT. RECESSED IN LOWER PLATE. /2 ROD TRUSS TOP CHORD r/ CONTINUOUSLY TO INSIDE (2)CS20 STRAPS (9)8d NAILS �'� TOE NAILS TOP & BOT, STUDS PER , " FACE OF CHIMNEY FRAMING. EACH END. (TYP. EA. END Q � MULTI-PLY HEADER SCHED. DROPPED HEAD 'J DET DETAIL A—A w12 NAILS @ 3 j I OPTION A BOX BEAM BETWE �: , O.C. (TYP EA. SIDE) (TYP) �' ' 'T ,VPER 5/S2.0. i I X6 OR 2x8 T& (2)12d TOE WINDOWS IN TWO STORY FR NG.�" O MATCH WALL AND/OR SILL NAILS E.E. A-A 1100" ,r STH ENDS)TYP. i PLATES SEE ' '�`a\'~� '� ► (MIN) STANDARD ROOF TRU 4 2-A35 AND ;XK THICKNESS w/ SCHEDULE 90' 45' 2 ' -, : 12d ® 8 O.C. STUD CORNER OR J61ST, 2'S 2-SIMPSON MSTA24 '" -, ROUGH OPN G, SEE ARCH. POST. (2)H3 EA END`" CORNER OF GLASS STRAP TIE BENT AT � MAIN 6-12d TOE TYP E AND WALL. ,, ! ; HOUSE NAILS TOP DET ( ) CORNERS w 22-10d ROOF TRUSS, ♦ o ,�„ _ BY OTHER, 'E- �vzEXTERIOR AND BOT B41;4 / E 2 2x6 HDR. AT 1 WALL. "`' 12d COMMON f�'AILS E ( ) I 2x SPF , Ipl .. HEAD & SILL FRAMING IN 1St 1-SIMPSON # 8" MAX. 8 ® 11'/4" FRAMING, WALL SHEATHING . ELEVA SHEATHING, I I ELEV. OF TOP I TO F �ARCH. A35 TOP AND TO 1st PER SW-1 I ! PLATE. FASTEN TO j I OR 2nd FLOOR OF SINGLE STORY WALL A ROD. 6 ® 7/4 FRAMING, (3}2x SYP#2 FLAT WISE DEFiTH R D. BOTTOM w/ „ t „ HEADER PLATES. LAP �= �. 16 4 ® 5/ AND SPECS. i I STUDS w/SIMPSON I � 12-8dx1'/2" 1 " s INTERSECTING PLATES. WHEN USE DETAIL ONLY IF MAX NOTED SPECIFIED ON PLAN U ! `, HUC26-2 HANGER I v SHEATHING 3 z FRAMING. —— ———— (TYP. EACH END) ! TO 1 t MITERED 90' QR 45' SEE 5/S2.0 FOR NAILING NAIL CORNER w/ GYI OF BUILT UP MEMBERS. 12d IN EACH PLY ———— I a CONT. AT HEAD AND SILL FRAME & FASTENING SCHEDULE ROD. GLASS 40 CORNER•OF ' w GIRT/VERTA 1 2x4 SYP 2 ' I USE 9 ® 11 / # i N JOINT. ROUGH MIN. HEAD OR MINIMUM GLASS & WALK�"`�',� MITERED GLASS, SEE SECTION B FOR 4 2x4 SYP#2 SCAB I L `` _• ;_ STUDS AT I OPENING SILL PLATES FASTENER E.E. /" .)ESIGN & ATTACHMENT FRAMING, 7 ® 7'/4' :a� (2)2x4 SYP#2 BLOCKING BELOW .� i 16" O.C. I I ( ) # To NAILS ELEVATION _ BY OTHER. STRAPPING REQUIRED FRAMING 5 ® 5'/ ' DATE BELOW BOTTOMOVERLAPy,,.;, '.' s < 4'-4" 1 2x4 SPF 2 a-12d OFOWALOUTSIDE CORNER AND PLATE TOE-NAIL TO TRUSS TOP (TYP) SDE HEADER, 2_124 ' ' " # (1)A34+ TOE NAILS ELEMENTS. 3'/2" FRAMING 11.03.05 PLATE FACE-NAIL TO I I WALL TOP PLATE � ! SEE PLAN. < 6-4 (2)2x4 SPF 2 TRUSS TOP CHORD CHORD w/(4) 12d NAILS EACH - ! I AS SHOWN TYP. I `= 3 2x SYP#2 COLUMN SEE 5/S2.0 Fok"NAILING END TYP EA. SIDE ( ) < 8'-4" (3)2x4 SYP #2 (1)A34+ TOE NAILS OF BUILT UP MEMBERS. AT BASE PRO ' LTT20B DESIGN/DRAWN w11 2d NAILS ® 3" •, ( ) I , I F 12'-0" (3)2x6 SYP #2 (2)A35+T 6-NAI CONNECTOR OR ALTERNATE PER LE( `�1D ON THIS A SECTION AT HEAD SECTION AT CORNER LAP/MRG TYP EA. SIDE i I _ ! KI & JACKS PER SCHED. of Ls B O.C. ( �„` ! ! y:r SEE 17/S2.1 FOR BOX GIRTS REQUIRED BETWEEN SHEET ALSO PROVI(E THIS CONNECTOR AT CORNER — PTI SPECIAL BOX BEAM BETWEEN WINDOWS IN TWO STORY CLEAR HEIGHT WALLS. POST OF <<NEE WALL AT MITER. LAP ` PLAN ELEVATION PLAN i 'i DO 7/WINDOWS IN TWO STORY FRAMING SHEET SILL & DROPPED 15 CHIMNEY FRAMING DETAILrl CHIMNEY FRAMING DETAIL 17 BOX BEAM DETAIL 18 HEAD FRAMING 1_�A WHEN 19 MITERED GLASS OPENING FRAMING S2.1 (ON TOP OF ROOF) S2.1 (ON SIDE OF BUILDING) S2.1 S2.1 OTD S2.1 I 781 Paradise Lane