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715 Seminole Road CONVENTIONAL FRAME ROOF AREAS-SHINGLE ROOFS SIMPSON MTS12 CLIP Span Tables for No.2 SYP Rafters AT EACH RAFTER SIMPSON MTS12 No Ceiling Load-20 psf LL,10psf DL SIZE 12"o.c. 16"o.c. 24"o.c. 26 17'-0" 15-1" 12'-4" 2X8 22'-0" 19'-5" 15•10" NAIL RAFTER TO CEILING 2X10 261-0" 23'-2" 18'-11" JOIST w/ 4 — 12D com. (MIN) 2 x 4 STUD ALIGN w/ RAFTER Span Tables for No.2 SYP Rafters-No Ceiling Joist- STRAP STUD TO DOUBLE with Drywall Ceiling-20 psf LL,15 psf DL PLATE w/ SIMPSON MTS12 NOTE: DOUBLE TOP PLATE BOLTS TO TOP OF BEAM w/ 1/2" A307 BOLTS ® 12" OC. SIZE 12"o.c. 16"o.c. 24"o.c. 2x10 24'-10" 21'-6" 17'-6'• W 2x12 26'-0" 25'-2" 20'-6" <50' MIN> Span Tables for No.2 SYP Ceiling Joist 3— 7/8" DIA. HOLE EACH SIDE OF WEB ( TYP. ) 9/16" DIA. HOLE AT 24" OC. o p g TOP OF BEAM STAGGERED 7 20 psf LL,10 psf DL 3— 3/4" A325 REO'D O Z SIZE 12"o.c. 16"o.c. 24"o.c. � � CUP STUDS TO DBL. PLATE w/ SEMCO TPP4 0 32" ox. 41 t 1 2X6 15'-6" 13'-6" 11'-0" BEARING WALL ■ 20'-1" 17'-5" 14'-2" 2x10 24'-0" 20'-9" 17'-0" 12" x 4" x 3/8" PLATE 2x8 2X12 26'-0" 24'-4" 19'-10" 2 x _ STUDS ® t 6' o.c. �I � 1 � Span Tables for No.2 SYP Floor Joist 12" x 4" x 3/8" PLATE �I 40 psf LL,10 psf DL N UJ SIZE 12"o.c. 16"o.c. 24"o.c. TYPICAL RAFTER FRAMING 3/8" GUSSET STRAP HEADER TO CRIPPLES w/ (2)zxb �+ — �- - 2x8 14'-2" 12'-10" 111.01• 10'-0" f 5EMCO RTPGA836 STRAPS AT EACH 0 2x10 18'-0" 16'-1" 13'-2" D. 2x12 21'-9" 181-10" 15'-4" 9'-10 1/8"± '�I Roof Framing Notes: /� /� LU 1. Clip rafters to each bearing point with Semco HCPLL clips up to 10'span. A /� 51DE5 OF PgAU (2).2.140 SIDES OF HALL For greater than I O'span use Simpson LTS12. MEMBER SIZE TABLE 2. All ridges and valleys shall be one(1)nominal size larger than adjoining rafters. O 3. Nail ratters to ceiling joists with 4.16d common nails. 4. Nail rafters to plates with 3-16d common nails. O A W1 2 X 19 HT772 UJ 5. All rafters and ceiling joist shall be No.2 or BL SYP. 5 1/2" x 16" x 1/2" PLATE B W 12 X 19 SIMPSON PA-51 EMB. STRAP U wN (OR /(4)— DIA. HOLES NAIL w/ 21- 166 COM. or "' ANCHOR w/(4)— 5/8" x 8" W Q EPDXIED BOLTS USE PA-28 ON MONOLITHIC SLABS. [� HTir12 (2J C516 0 5 TEFL FRAME DE IL W HTT22 5Eff DETAIL COW MIONAL FRAM ENTRY ROOF (2,1 G516 C.� HITH 2x6 GEILIN5 JOISTS 0 241voc-, pi 2x8 MME AND VALLEY�, AND p Gv 26 RAFTERS o 249ac. — — — P (SEE RAFTER FRANIN6 DETAIL yl ti � N C�J� p r Qj� ' N ti�Q� Q0 P to Q�Q� WCN �P�O� +�`� v �+��'�PUP `� M p 0� U) J LL � ti WW olf _j LL :,NO > _JW F- -r-- z � N 2J GSi p = Y � x U00 N Lo Q 0 0 rn --3 d0 - N 0) BALLOON FRAM hfALL H=-\ PL75T ON L_ - - � i I+ I I ST- I I I P05T BASE �T � OHTTI6 �d ' v�,•.• . 0 o H7722 4- (2) G516 O - O y ; I Oo 0 l ° I < z (2) G516h7= o o � L_ — 0 — NTr..x30 of BPAl4-1 \ T L TPP4 N w o M5TA36 at DBL. FL... 11:21 7PP4 U 11 PfTT/6 � W 2x8 0) 2XI0tb 6 HT7I6 SHEET: 2J TPP4 NOTE: ALL LOAD BEARING PEADER5 SPALL BE NOTE: ALL LOAD BEARING HEADERS SPALL BE SPEARWALL5 NAILED AT 6"oc. ON EDGES A MINIMUM OF (2) 2Xo Not or BT SYP (U.ON.) A MINIMUM OF (2) 2X10 No.2 or BT SYP (U.ON.) AND 12"oc. IN INTERMEDIATE SUPPORTS WITH Sd COMMON NAILS. 5PEARWALL5 NAILED AT 3"oc. ON EDGES Sm2 3ECO D FLOOR 5 7 /EAR 7 � /ALL F/�� T FLDOR 3�EAR 1 _ TALL AND 1 d C IN INTERMEDIATE SUPPORTS /�( �•—� �/� �/V IUITP Sd COMMON NAILS. BRICK VENEER - 471 JffT P.AL PWAS STUD TABLE 1' aR SPACE 1. WOOD FRAMING SHALL COMPLY WITH SECTION 23 OF STUD SPACING FOR EXTERIOR LOAD-BEARING WALLS MINIMUM 12- 16d or THE LATEST APPROVED ADDITION OF THE SBC CODE. CEILING No. 2 SPF No. 2 SYP No. 1 SYP 1/2" x 10'ANCHOR BOLTS 0 32' ox. $/;' T&G STURDI-FLOOR £ND 16- .131" x 3" IN THIS HEIGHT 2x4 2x6 2x4 2x6 2x4 2x6 A DECKING NAILED AT 6-oc. L£ re 2. ALL LAPS IN TOP PLATE OF BEARING WALLS SHALL BE w/ 2 x 2 x 1/8' WASHERS DOUBLE PLATE NAIL w ON EDGES AND 12"oc. IN cur CUT LENGTH SHALL BE 44" ZONE (TOTAL) A MINIMUM OF 4'-0" AND NAILED WITH 12- 16d COM N 2 x 4 PT SILL ON SILLSEAI THE FIELD, USE 6d RING �l Cry FOR 16" DEEP JOIST 131" x 3" @ 1 6'oc. NAILS OR 16- 3"x .131' GUN NAILS. * 8 ft. 16"oc. 24"oc. 16"oc. 24"oc. 16"oc. 24"oc. D' ./ SEMCO TPP4 0 32' ox. SHANK OR SCREW SHANK STAGGERED 8d COMMONS MAY ALSO BE WEEP HOLES 4' or GREATER 3. ALL CABLE ENDS SHALL BE BALLOON FRAMED OR Q o USED. MIN. SPLICE BRACED PER DETAIL. 9 ft. 16"oc. 24" 0 4$'O24'10C. 16"oc. 24"oc. 16"oc. 24"oc. GALV. FLASHING 616, 10x10 WWM OR FIBERMESH REINFORCEMENT a 4. ALL SHEARWALLS SHALL BE NAILED AT 3" oc. OR 6" oc. U CLEAR 10 ft. 16"OC. 24"oc. 16"oc. 24"oc. 16"oc. 24"oc. AS NOTED ON ALL EDGES AND 12" 0c. INTERMEDIATE 4 SPAN 2- 2x_ TOP PLATE BLOCKS jG AI SOLI (MIN. (3) 12" w/ 8d COM NAILS (U.O.N) BLOCK ALL UNSUPPORTED w 45• BLOCKS NAILED w 4- .131" x 3" EDDGES WITH 2x4 F ATWI E BLOCKING. SHEARWALLS a GRADE \2x_ STUDS NAILED TO EACH NAILS SHALL BE 15/32" CDX OR 7/16" OSB. (U.0.N.) 11 ft. N/A 24"oc. N/A 24"oc. N/A 24"oc. U 6 MIL VAPOR BARRIER OVER OTHER w/ .131" x 3" 0 6"oc. p TREATED AND COMPACTED FILL STAGGERED 2x_ STUDS W� ,' n 5. STRAP HEADER STUDS TO DOUBLE TOP PLATE w/ Q a 12 ft. N A 24"oc. N A 24"oc. 24"oc. V) END 4- .131" x 3" NAILS AT EACH TPP4/6 AT EACH END OF HEADER AND NAIL w/ 8- 10d / / N/A Z) : y� ry BLOCK COM NAILS OR 10- .131"x 2 1/2" GUN NAILS. Q r 3 #S•s CONT. Z MIN. 25- LAP 0 CORNERS Provide minimum r- EMCO TPP4/6 0 13 ft. N/A 24"oc. N/A 24"oc. N/A 24"oc. - 8" end distance TOP AND BOTTOM SEMCO TPP4/6 0 6. HEADER STUDS AND HEADER CRIPPLES SHOULD BE Q > NAIL w/ 11 - fOd COI/ T P AND BOTTOM NAILED TOGETHER AT 6"oc. w 12d GUN NAILS .131x Q _ IN EACH END LENGTH ANCHOR BOLT WITHIN 12" OF 3") STAGGERED. CLIP UNIT TO SHOE PLATE WITH 14 ft. N/A 16"oc. N/A 24"oc. N/A 24"oc. =O 2 STORY CONDITION ( TOP AND BOTTOM ) Simpson Strong-Tie CORNER 1- TPP4/6 CLIP AND NAIL WITH 8- 10d COM NAILS >_ CS16 AT 32'• OC. (U.0.N.) J TYPICAL MONOLITHIC FOOTING w/ BRICK VENEER 7. ALL WINDOW AND DOOR COMPONENTS MUST BE DESIGNED 15 ft. N/A 16"oc. N/A 16"OC. N/A 24"oc. O W n TO WITHSTAND THE DESIGN LOADS BASED ON A 100 MPH 7 u' r TYPICAL 2-STORY BETWEEN FLOOR STRAPPING WIND ZONE. 16 ft. N/A 16"oc. N/A 12"oc. N/A (J SCALE: N T S 8. ALL CONNECTORS ARE SEMCO OR EQUAL. (U.0.N.) 0 1/2- x lo•ANCHOR Bars 0 32' O.C. NOTE THIS TABLE APPLIES TO STRUCTURES YYITN MEAN ROOF HEIGHT THAN 25AND EL 2" 9. FOUNDATION DESIGN IS BASED ON MINIMUM SOIL CONSTRUCTED IN WIND ZONE OF 100 MPH OR LESS AND MIN. �'SHEATHING. w o 41 w/ 2- x z x 1/6- WASHERS BEARING CAPACITY OF 2,000 Psf. [� w 2 x 4 Pi SILL ON SILLSEAL TYPICAL FRAMING OF CORNERS AND PLATE LAPS -SPF STUD GRADE MAY BE USED ON 8'OR LESS NOMINAL PLATE HEIGHTS ON SINGLE �I a L 10. DESIGN WIND LOADS ARE BASED ON THE 1997 SBCCI Q w w SEMCO TPP4 0 32 ox. e m 6x6, 10x10 WWM OR vJ FlBERMESH REINFORCEMENT< SECTION 1606 WITH WIND SPrAT7UT 1 STORY AREAS OR THE SECOND FLOOR ON TWO STORY AREAS. 2V J4 U_ = o BOTTOM OF SLAB r^ W o TRUSS v 1 s -1 MIINTERIOR BEARING FOOTING 1uNUFAcnIRaT CONNECTOR NaUNcpAnQN HOLD DOWN ANCHOR ALTERNATIVE EPDXIED ANCHOR 6 MIL VAPOR BARRIER OVER Wiz'�� #5's CONTINOUS 3-16d COM @ EA. SIMPSON Lrr2o 10 16dCOMNAILS MTS276 s�axs•WmGErwaaR 5/8"THREADED ROD WITH MIN.5"EMBEDMENT ~ ❑ TREATED AND COMPACTED FlLL w 1' s - BLOCK (TYP.) USE EPDXY ANCHOR MTT286 5/8 THREADED ROD WITH MIN.T EMBEDMENT ❑ ' 8" PLUMBING WASTE LINE 3/axa•wmGErwcHOR 5/8' THREADED SIMPSON MTT28B 24-16d COLA NAILS W ONLY WITHIN 7 r ` -3-12d COM (TYP.) 6" OF EDGE CONCRETE. LTT20 1nxrWmGEarvcHOR „ I� 77, MIN525CLAP 0 CORNERS 1I2 THREADED ROD WITH MIN.5 EMBEDMENTSEMCO MTS27B 24-16d COM NAILS I--' �iUj " 2 STORY &CONDITION. 3 111 coNr. 2x4 BLOCKING (a? 24"oc. HDBA NIA 314"THREADED ROD WITH MIN.8"EMBEDMENT C o TYPICAL MONOLITHIC FOOTING SIMPSON HDSA 3 7/8'BOLTS SGP3 Slaxa wEDGEANCFIOR 518"THREADED ROD WITH MIN.5'EMBEDMENT cUn w -SHEARWALL SEMCO SGP3 24-16dCOMNAILS Q o W c• WEDGE ANCHORS SHALL BE'RAWL-STUD"OR"KWIK BOLT"OR APPROVED EQUAL -' 20 EPDXY SYSTEM SHALL BE SIMPSON"EPDXY-TIE"OR HILTI"HrF OR APPROVED EQUAL w � TYPICAL INTERIOR SHEARWALL TO TRUSS CONNECTION • 0 BRICK VENEER WITH 1' AIR SPACE CONNECTION TYPICAL NAILING ALTERNATE NAILING 1 ALTERNATE NAILING 2 W 0 AND WALL TIES AT 16"oc. VERT. AND AT i'-�--i V 32" oc HORIZONTAL. 4•' MIN BOTTOM OF SLAB LU WEEP HOLES ® 48'oc. INTERIOR BEARING FOOTING Lap in double plate 12-16d common 16-0.131"x 3114"gun nails 20-12d sinkers • ii GALV. FLASHING --------- ----------- } 2x4 PT SILL w/ SEMCO TPP4 AT 32- OC. .*1�' T ____j-#5's CONTINOUs 6"o.c, on edges and 12"o.c.in the field with 0.131"x 2112" 4"o.c.on edges and 8"o.c.in s SIMPSON PA 51 EMB. STRAP "o.c.on edges and 12"o.c. In the field with 8d common, 0 1/2- x 10" AB. AT 32" OC. - PLUMBING WASTE LINE SW-shearwall box,screw shank or ring gun nails the field with 0.099"x 2"gun nails W w/ 2" x 2" x 1/8' WASHER LOWER REBAR AND FOOTING GARAGE SLAB THICKENED EDGE 3"O.C.on edges and 12"O.C. in the field with 8d common, cZ7 4" CONIC. SLAB 2500psi w/ IF NECESSARY 9 3"o.c.on edges and 12"o.c. in gun nails FIBERMESH OR 6x6-10/10 WWM a STEMWALL SW 3 -shearwall box screw shank or ringthe field with 0.131"x 2112" W 4 STEMWALL FOOTING 112"or 7/16"Roof 6"o.c.on all supports with 8d common, ring shank or screw 6"o.c.on all supports with 0.131"x 2112"smooth ring or • PP 9 PP 9 6"o.c.on all supports with 0.099"x 2"ring, screw or annular .1 f U PLUMBING PENETRATING INTERIOR BEARING FOOTING Sheathing, 100 MPH shank,4"o.c.edge nailing with 4'of roof edge annular shank gun nails,4"o.c.edge nailing within 4'of roof edge shank gun nails,4" o.c.edge nailing within 4'of roof edge cfl W I 1 T I i � 11 112"or 7116"Roof 4"o.c.on edges and 6"o.c.in the field with 8d common, 4"o.c.on edges and 6"o.c. in ❑ - CLEAN, TREATED, COMPACTED FILL � 8" CMU STEMWALL w/ 14 VERTICAL Sheathing, 110 MPH ringshank or screw shank the field with 0.131"x 2112" gun nails w Semco HCPLULR 4-8d common in truss and late 4-0.131"x 1112"nails in truss and late w O O F GRAD I I AT 48' OC. AND ALL CORNERS, w/ ° Semco TPP4/6 8- 10d common 10-8d common ^ " O � ' I 12' HOOK AT SLAB AND 6" HOOK NOTE: Q 1' OPENINGS TO 5' 10-0.131 x 1 112 nails '' '•¢ 10" AT FOOTING. WIDTH USE (,) Semco RTPGA830 13-16d common in each member 13-0.162"x2 1/2"nails in each member �- CSI Of BOTTOM TOP `ND Semco MTS276 24- 16d common 24-0.162"x 2112"nails W LCJ z z 20' x 10" CONC. OPENINGS 5' TO #4 BENT INTO FOOTING AND Simpson LTA1 12-10d x 11/2" m FOOTING w/ 215's CONT. 7' WIDTH USE THICKENED EDGE ^ ^ -- FOR TWO-STORY --- (2) TPP4/6 TOP Simpson HD8A 314:Thrd. Rod Epoxied (8 Emb.), 3-718 bolts thru 3 CYD O z #4 VERT. -TYPICAL- 00 V-8' USE 22"x10' FTG. TPP4/6 AT AND °32" o.c. Simpson MTS12 7- 10d common in rafter and plates 7-0.148"x 1112"nails in rafter and plates z w/ 3 #5's CONT. NOTE: (TYPICAL) 1 #5 CONT. TYPICAL STRAPPING (UNO) Simpson MTT288 24- 16d common 24-0.162"x 2112"nails x TYPICAL STEMWALL w BRICK VENEER NOTES: Simpson HTT22 32- 16d sinkers (� r / ANCHOR BOLTS PLACEMENT OF SIMPSON PA51 EMB. STRAP Semco SGP3 24- 16d common 24-0.162"x 2112"nailsAT (� W ZLU N CJ MAY BE LOCATED DE OF KING STUTHER DS, � " EL PLATE MUST BE Simpson SPH4 12-10d x 1-112 NAILS CONT. BETWEEN c--I Z BOLT AND KING W O Q 2x4 PT SILL w/ SEMCO TPP4 AT 32" OC. STUD - --> 15/32 ' CDX MAY BE USED IN LIEU OF 7/16" OSB <--- ro ANCHOR BOLTS 4" CONCRETE SLAB w/ 0 1/2' x 10" A.B. AT 32" OC. 6x6, 10x10 WWM OR MAXIMUM TRUSS UPLIFT OF • �, O F MUST BE WITHIN FIBERMESH REINF. , w/ 2" x 2" x 1/8" WASHER 12- OF KING TPP4s@32"oc.TOP&BOTTOM= PRE-ENGINEERED TRUSSES AT 24" OC. 4' CONC. SLAB 2500psi w/ sTuos 820#'s ON TRUSSES SPACED 4- 24 oc. ❑0 FIBERMESH OR 6x6-10/10 WWM 1/2' x 10" ° = ANCHOR BOLTS •d ROOF SHINGLES OVER 15 FELT CCC) ~ AT 32" o_c. MAXIMUM TRUSS UPLIFT OF # Q' 3 TPP4's @ 16"oc.TOP&BOTTOM= LO (TYPICAL-) 6 MIL VAPOR BARRIER OVER 16409's ON TRUSSES SPACED � � `� w 4" TREATED & COMPACTED FILL a I�1�1�IILh L6�- (1) # s s CONT. 24"oc. 7 16" OSB SHEATHING NAILED AS PER � I I H I I-1 I f=11 IJ' / TYPICAL HEADER STRAPPING ALL TRUSSES WITH UPLIFT LOADS EXCEEDING 1600#'s W N O O I-III-III-' CLEAN, TREATED, COMPACTED FILL T NAILING SCHEDULE O 1 / TYPICAL NON-BEARING STEP FOOTING SHALL HAVE A DIRECT LOAD PATH TO THE FOUNDATION. Of 8" CMU STEMWALL w/ 1#4 VERTICAL SCALE: 3 8'= 1'-�" `` ,, j11111111., �j0ad' a O t � }° GRA AT 48" OC. AND ALL CORNERS, w/ HURRICANE ANCHOR AT EACH TRUSS ... Z • 12" HOOK AT SLAB AND 6' HOOK ? Q•' 10" AT FOOTING. w REFER TO WALL SECTION FOR TYPICAL ANCHORS ( SEE SCHEDULE ) - 0 7116"STRUCTURAL ROOF SHEATHING ?` _- 20' x 10' CONC. U 1 #5 CONT. t 0 FOOTING w/ 2#5's CONT. " (2) 2x_ SYP DOUBLE TOP PLATE w/ ❑ 4' CONC. SLAB 2500psi w/ #5 CONT or USE 1/2" '• L w 1'-s" usE ��s sTcorlr. 2x4 OUTRIGGER @ 48 oc. SEMCO TPP4/6 AT 32 OC. 1 Y,,6� ,�z FIBERMESH OR 6x6-10/10 WWM x 14ANCHOR BOLTS % '•., 5 �. �% BLOCKING REQUIRED BETWEEN OUTRIGGERS HURRICANE CLIP H-25 OR EQUAL (U.O.N.) � ��,��, U TYPICAL STEMWALL @ 48"oc. CORNICE DETAIL AS W 2x_ SPF #2 STUDS AT 16" OC. n GRADE PER BUILDERS SPECS U L SIMPSON A35 0 2x4 BARGE RAFTER CONT. (SEE STUD TABLE FOR SIZES 2x4 BLOCKING @ SHEATHING JOINT AND SPACING AT VARIOUS HEIGHTS) n. GRA CLEAN, TREATED, COMPACTED FILL •• 4'FROM GABLE END SHINGLE STRIP L o FASCIA 7/16" OSB SHEATHING NAILED 6"oc. ON EDGES o n C & 12"oc. ON INTERMEDIATE SUPPORTS w/ 8d BOX NAILS p Z 0 -"'�11= •0 1 2x4 SCAB CONT.TOP TO , ❑ �� BOTTOM TOP CHORD OF GABLE END TRUSS UNLESS OTHERWISE NOTED ON SHEARWALL LAYOUT ,� L z CLEAN COMPACTED FILL DROP 3112" 11 6 F- a CHORD @ 8'FROM GABLE 4" CONIC. SLAB 2500psi w tLJ ui 1 #5 CONT. g" CONT.2x4 SCAB FROM TOP TO / / 2x_ PT SILL w SEMCO TPP4/6 AT 32" 0 U, TYPICAL FOUNDATION IN GARAGE 3-12d NAILS TYPICAL AT BOTTOM CHORD X-BRACING U.O.N. FIBERMESH OR 6x6-10/10 WWM TYPICAL THICKENED EDGE FOOTING X-BRACING °� ( ) - (PROVIDE ADDITIONAL 2x4'S @ u; Y 2x4 SCAB IF VERT.WEB IS VERTICAL IF HIGHER THAN 48", 1/2" x 10" A.B. AT 32" OC. < Z Cr 2 x 4 STUDS @ 1 s' o.c. NOT TO FORM AN"L"SHAPE.) w/ 2" x 2" x 1/8" WASHER - n 2 LL 2 x 4 STUDS ® 16" o.c. No. 2 or Bt. SPF PRESENT TOE NAIL TRUSS TO DOUBLE LL No. 2 or Bt. SPF CLIP STUDS TOP AND BOTTOM W/ SEMCO TPP4 @ 32" o.c. „ A x A( m CLIP STUDS TOP AND BOTTOM PLATE W/16d COM @ 8 OC. 8" CMU STEMWALL w/ 1#4 VERTICAL w Hz C4 a ❑ W/ SEMCO TPP4 0 32" o.c. CONT.2x4x8'#2 SYP LATERAL z z a w o LL 1/2' x 7" WEDGE ANCHORS BRACE @ 48"oc. AT 48" OC. AND ALL CORNERS, w/ A W� E_ 1/2- x 7" WEDGE ANCHORS 0 32" ox. BOTTOM CHORD OF GABLE 4 �' w z z 5 E- a 12" HOOK AT SLAB AND 6" HOOK Q'' o ❑ ® 32" o.c. 4" CONCRETE SLAB w/ " END TRUSS ' a D E U x z ❑ 6x6. 10x10 WWM OR 2x4 BLOCKING @ 48 oc. ° 10" ,w 0 x 4' CONCRETE O sloe w BETWEEN GABLE AND FIRST F W o F z w r4 w - 6x6, 10x10 WWM OR/ FIBERMESH REINF. AT FOOTING. �• � �w�>xo�.. A ❑ FIBERMESH REINF. 6 MIL VAPOR BARRIER OVER TREATED & COMPACTED FILL TRUSS. W �'z co � 0 2-2x4 TOP PLATE {- 20 ' x 10" CONC_ o x to 4" 'I .+ U] W U w A 0 1- , 4 SIMPSON LSTA24@48"oc. FOOTING w/ 2#5's CONT. awa'.�w ' o 1. 11 3 d., • 1'-8" W wawa v'x wwa: r 8" 6 MIL VAPOR BARRIER OVER " W 1 A xri r. .;.,. . 2x4 STUDS @ 16 oc. E- o co A F.. LU r TREATED & COMPACTED FILL (2) # 5's CONT. 2x4 X-BRACE @ 8'-0"oc. ---> 2- STORY FOOTING <-- p MM-92- (2) A-9 2- a xzxwwwwwo _ (2) 1 5's CONT. 8" 1'-4" I F 8" NOTE: FOR 2-STORY CONDITION ALL MEMBERS SHALL BE SYP 20" x 10" CONIC. Z E--4 MEna:a 1�- w_j 1'-4" NOTE: FOR 2-STORY CONDITION USE 1'-8" WIDTH w/ 3 IS's CONT. USE 1.-8- WIDTH w/ 3 #5's CONT. FOOTING w/ 3#5's CONT. SI-ICCT: N TYPICAL GABLE END ( X-BRACING ) n TYPICAL EXTERIOR WALL SECTION = TYPICAL INTERIOR BEARING STEP FOOTING TYPICAL INTERIOR BEARING FOOTING �-,�/ o SCALE: 3/8"= 1'-0" z L E D G E N D PLUG ® 220 VOLT SWITCH RHEOSTAT SWITCH 3 WAY SWITCH 3 WAY REHOSTAT SWITCH LIGHT ® RECESSED LIGHT floo ` w 08 WALL MOUNT LIGHT #2 FLOUR. CLOSET UGHT -<• 4' X 2' FLOUR. UGHT F— � FLOUR. UNDER COUNTER UGHT ® GARAGE DOOR OPENER f I a ock7 #2>0 FLOOD UGHT ..fan SMOKE DETECTOR ° Site ® CARBON MONOXIDE DETECTOR w Wo WATER PROOF PLUG O EXHAUST FAN O ceil. CEILING FAN / UGHT fan L_J EF. D PHONE O CABLE fan ® EXHAUST FAN do LIGHT lite 1- UNDER COUNTER FLOUR. .fan ceil. 30 TO FLOODS L® EXHAUST FAN, LIGHT, & HEATER fan lite 1jZ 4' X 1' FLOUR. UGHT cell. fan 64" C A/G ® CHANDELIER � OMP. -" 02 64" DOUN UP TO CHAND � � w +2 A/C CON IP DOUN M TO FLOODS wo let UP - - - - - - - - - I I C pcl — J - - I ce il. r►4A fan I o0 I • E.F. I ® cei . I ® I cell. fan I 0 fan FLOOR I PLIra LOCATE Eo I C tau p I PER OUNER call- air I — 0 3 RL f4noes s �Q NLS /1'�nt M TO FLOODS TO 344 FLOODS 142 E L E C T R I C wAE•1/4" = 1'-0" U.O.N. DRAWN BY J I M G I L L I A M REV6ED OATS: 04/17/2001 PHONE NuueER 904 249 0072 FiEVISEO E L I T E H O M E S DPAMNG NUMBER OF 5 ATLANTIC BEACH, FLORIDA FIVE ANOD ALUM ROOF VENT PER CODE 12 �6 42" HI RAIL W/ MAX 5" SPAGE9 W/ BOTTOM RAIL 2" ABV. FLOOR WATER PROOF DECK PIC 12" STUCCO BANp STUCCO NORTH EAST ELEVATION SOUTH EAST ELEVATION 0 1 12" STUCCO _ BAND �r o GARAGE POOR GARAGE DOOR FRONT ENTRY STAIR 110 1 TYP. STUCCO FRONT ( SEMINOLE RD ) ELEVATION E 'L E V A T 1 0 N S X1/4' = 1'-0' U.O.N. DRWN By J I M G I L L I A M Wlmsm DATE: 04/17/2001 PHONE NUMBER 904 249 0072 REASED: E L I T E H D M E S DPAMr. NUMBER OF 5 ATLANTIC BEACH, FLORIDA FOUR ^ A ' 8'-11" 19'-5' 13'-4" 13'-4" 9'-3" 9'-3" 2'-0 1/2" 2'-0 1/2" I I I I I o I I I 7'-8" 11'-9" 8" BLOCK ABOVE SLAB I I W/ TYP BLOW I I . I lb I I I _ I M • II 12" WIDE X 20" ��`� / ENTRY °' DEiFT6. WN0)IN 5 8 / I I BEELLO m r •// 4" CURB, 0 � / / / I Lom II ❑ —"X ;L4" X 1a" prlo I I 12" WIDE X 10" DEEP I (2) !� 5 — — I I 2icK' wi ( ) SCOW. I I I • _ _ � �� I - I F. N I I 8" BLOCK FOUNDATION I I I WALL - FILL ALL CELL I � II I r 15 VER' IN tP. I 4" CONC. SLAB wrFILLED CELWUERE 6X6 10/10 WWm �I 8H0WN P11N�9' o .) ON vl_N=MN I I 20" WIDE X 10" DEEP I • co I I I I COON3F 5'6 ) CONT. II I u n I I I I I I I I II I I I + ' I � I I JI I N N J 14'-9• 16'-3" 31' S'-10" 40-3- 55' WATER PRDOF BALCONY BELOW FOUNDATION P !_ AN fR00F Pl_ AN FOUNDATION 8c ROOF PLANS X1/4' = 1'-0' U.O.N. ORS OY JIM GILLIAM REVISM DATE: 04/17/2001 1PHONE NUMBER 904 249 0072 RE mm. E L I T E H O M E S UWA-:,NZ NUMBER OF 5 5 A T L A N T I C B E A C H, F L O RI D A THREE 8'-11" 19'-5" 13'-4" 13'-4" 8'-11" 7'-8- 11'-9" 13'-4" 13'-4" 2'-0 1/2" 9'-3" 2'-0 1/2 6'-7' ---------------I 51 x a, OH HB G14 E.}pWE j H u-) Q I to d' 21 O 0 n I 2'-8" 9'-3" 7'-3" v IIII 4--2- mc MASTER 4' x b' • 1100 BATH TUB m in 1 z i-4 z x PR Z 050 HB 9' X8' ow : 2'8 4 4'-6" 0 9 o lb GARAGE 2 j in N n �-C GARAGE " I w TYP. 2X6 lb MASTER BEDROOM l=xTEwoR 4,; �� o WALLS >r�� BEDROOM 2 8 cc �Q- 1�1, s• �� ` .n' ro 12' �1 4" CURB FOYER � 7'-7" 2'-6" 4'-3" 3'-8" 4'-1" o_ 2'8 2'8 218 42" HI GRASPABLE 2 6 3'-10' L ABOVE � RAIL W/ MAX 5" - ATTIC CLOSET P SPACES t HORIZ I — — — — 2 -6" RAIL 2" ABOVE FLOOR WALK N 21 ( 1 �A�E� m I 1 - - 64- 2'8 I CLOSET I — - - � I I I I PT bXb 8 Lo I Ii i2' s'SITTINGS I I K 2 2'4BEDROOM �' 3 LOFT L 4 I I I I ATH e WET BARLo POWDER 2._4r N til R - - - - 2�8 9'-6r I PANTRY 1 I 4' in I 2'8 _ 2' "ol HB G 3'-8r 8'-4" BATH N 2'-6' b' 3 O 1 N 9 N 0 RAW-zE , LIVING ROOM 8 ® 2'8 -�- ( MICRO linen x O 0 LAUNDRY FAMILY ROOM I 2'8 KITCHEN BAR DINING I DIRECT VENT C=AS FIREPLACE -00 BEDROOM * 4 Ca] m I OW SINK 2,8 I in I DISP HB L - - O � O f - - - 12' Xa, ono. L _ 2,8 6�_B- 403m WATER PROOF iV 8' X 8' Sr3I�. tV N BAL ONY N m 7'-6" 7'-1" 14'-1" ih 14'-9" 16'-3" 13'-11* 31 5'-10" 4'-3" 7#-6- 55' 13'-1 1" 15'-1" 21'-9" 4'-3" 55' BEARING Wat,5 • FIRST FLOOR PLAN SQUARE FOOTAGES SECOND FLOOR FIRST FLOOR ' 1285 SECOND FLOOR 1123 TOTAL HEATED 3008 GARAGES 615 ENTRY 13 BALCONY 91 F L 0 0 R P L A N S scALE'1/4' = 1'-0' U.O.N. ORNYN BY J I M G I L L I A M RCS GATE: 04/17/2001 PHONE NUMBER 904 249 0072 REV xa E L I T E H 0 M E S oRAr-43 NUMBER OF 5 • ATLANTIC BEACH, FLORIDA Two 2ujU07 pug Bulpling FIBERGLASS SHINGLES ON " ''lk ' t Ol1rU�l�b 10 Allo 15# FELT u��a8 7/16" OSB SHEATH. - . to G J►dW STAGGER JOINTS - ,• _ INSTALL PER CODE W/ := MET. SPACERS & 8d NAILS 6" O.C. (4" O.C. W/IN 4 OF GABLE ENDS) AT =' ' ALL SUPPORTS i TRUSSES ® 24" O.C. - HOPT2 TRUSS TIE DOWN STRAP O EA. TRUSS (USE HDPTD ® DOUBLE TRUSSES) I :..•..- 6" BATT. INSULATION oA< ANDD ALUM TPP6 STUD-TO-PL ANCHOR ' DRIP P.T. 1X2 ` P.T. 2X8 +� FASCIA \ .•.':. CONT. BLOCKING CUT PERF. VINYL BTWN. ® SHEATHING `, SOFFIT JOINT BATT. INSUL I LOCATE CORNER OF HOUSE HERE 2X6 STUDS ® 16" O.C. (SPIB # 2 ® SHEAR WALLS) UPPER STORY / `D STUDS TO UNE W/ WATER PROOF STUCCO SYSTEM LOWER STORY STUDS S H EAR WALLS. 3/4" PLYWOOD FLOOR ;�_.•`._: GLUE & NAIL W/ 10d / z NAIL 6" O.C. ® EDGES z o o & 12" O.C. ® FIELD U N a N Li V) \� Q X F- J r) fr (� U 0�t=il W l•,•Y.�.• ® FLOOR TRUSS ® 24" O.C. PER TRUSS ENGINEER CONT. BLOCKING CUT BTWN. ® SHEATHING , o 0 JOINT = 2X6 STUDS ® 16" O.C. 7/16 OSB SHEATH. (SPIB # 2 ® SHEAR W 8d NAIL 0 4" WALLS) UPPER STORY ❑ I O.C. 0 EDGES & STUDS TO UNE W/ I 12" O.C. ® FIELD LOWER STORY STUDS S H EAR WALLS. STUDS MIN. , / I 0 INSTALL PER CODE W/ / METAL SPACERS _ BATT. INSUL s I O J ® O TPP6 STUD-TO-PL CONNECTOR / I I MIN. 1/2- DIA. "A" BOLT ® 48" O.C. & W/IN 6" / OF CORNERS, EA. SIDE i OPENINGS & EA. SIDE 4" CONC. SLAB W OF PL SPLICES 6X6 10/10 W.W.M. / ON VISQUEEN - P.T. 2X6 PL ON INSUL (D w ..:, •• 5 FINE CITY OF ATLANTIC BEACH O1[ APPROVED VARIES � / � �II� BUILDING OFFICE GRADE CLEAN, COMP., ' �, CHEMICAL TREATED IM 31 200 FILL DIRT 100.2 Q I 8" BLOCK FOUNDATION �•. . # 4 VERT. SEE YJJ�L/ J . WALL FILL ALL CELLS FOUNDATION W/ CONC. ' /�/ APPROV90 •.; -.::-.;.�,, / �V CITY OF ATLANTIC BEACH "` *` ''j•�f 20" X 10" CONC. FTG. F PLANNING& ZONING OFFICE ::c : ,�• W/ (3) # coNT. '=� ••=�-'=•:'• `:"•��: SEE FOUNDATION S (�AY 3 2 1 BY WALL SECTION 6C-ALE: 3/4" ■ 1'-0° SITE ALAN TPP6 STUD TO MIN. 1/2" DIA. "A" BOLT PLATE STRAP I $CAL_E : 1 511 _ P - 011 ® 48 O.C. & W/IN 6' CC�J OF CORNERS, EA. SIDE 4" CONC. SLAB W/ OPENINGS & EA. SIDE 6X6 10/10 W.W.M. OF PL SPLICES ON VISQUEEN SEE OPENINGS DETAIL P.T. 2X6 PL ON INSUL ..�• • .• _. _,. (./ Jam' GRADE VARIES : ' ;rr'• I A ' •-A CLEAN, COMP., z 3 � N •% , ti CHEMICAL TREATED FILL DIRT •.. .. VISQUEEN LO- c35, 5ALTAIR SECTION NO. 3, 7 � (3) # 5'S ® TWO STORY A5 RECORDED IN PLAT 500< 10, 1 16 PACE 16 OF TIE CUf;;;�fRENT PUBLIC SITE PLAN & S ECT I O N S OPTIONAL MONOLITHIC FOOTING RECORDS ORDS OP DYU AL COU VT� I, L_OR-- �IDA NOTED DRwN ey JIM GILLIAM FLVISM DA1E: 04/17/2001 PHONE NUMBER 904 249 0072 rEvMM 6GALE: 3/4" 1'-0' E L I T E H 0 M E S DRWN3 ►+UMBER OF 5 ATLANTIC 8EACH, FLORIDA ONE 2ujU07 pug Bulpling FIBERGLASS SHINGLES ON " ''lk ' t Ol1rU�l�b 10 Allo 15# FELT u��a8 7/16" OSB SHEATH. - . to G J►dW STAGGER JOINTS - ,• _ INSTALL PER CODE W/ := MET. SPACERS & 8d NAILS 6" O.C. (4" O.C. W/IN 4 OF GABLE ENDS) AT =' ' ALL SUPPORTS i TRUSSES ® 24" O.C. - HOPT2 TRUSS TIE DOWN STRAP O EA. TRUSS (USE HDPTD ® DOUBLE TRUSSES) I :..•..- 6" BATT. INSULATION oA< ANDD ALUM TPP6 STUD-TO-PL ANCHOR ' DRIP P.T. 1X2 ` P.T. 2X8 +� FASCIA \ .•.':. CONT. BLOCKING CUT PERF. VINYL BTWN. ® SHEATHING `, SOFFIT JOINT BATT. INSUL I LOCATE CORNER OF HOUSE HERE 2X6 STUDS ® 16" O.C. (SPIB # 2 ® SHEAR WALLS) UPPER STORY / `D STUDS TO UNE W/ WATER PROOF STUCCO SYSTEM LOWER STORY STUDS S H EAR WALLS. 3/4" PLYWOOD FLOOR ;�_.•`._: GLUE & NAIL W/ 10d / z NAIL 6" O.C. ® EDGES z o o & 12" O.C. ® FIELD U N a N Li V) \� Q X F- J r) fr (� U 0�t=il W l•,•Y.�.• ® FLOOR TRUSS ® 24" O.C. PER TRUSS ENGINEER CONT. BLOCKING CUT BTWN. ® SHEATHING , o 0 JOINT = 2X6 STUDS ® 16" O.C. 7/16 OSB SHEATH. (SPIB # 2 ® SHEAR W 8d NAIL 0 4" WALLS) UPPER STORY ❑ I O.C. 0 EDGES & STUDS TO UNE W/ I 12" O.C. ® FIELD LOWER STORY STUDS S H EAR WALLS. STUDS MIN. , / I 0 INSTALL PER CODE W/ / METAL SPACERS _ BATT. INSUL s I O J ® O TPP6 STUD-TO-PL CONNECTOR / I I MIN. 1/2- DIA. "A" BOLT ® 48" O.C. & W/IN 6" / OF CORNERS, EA. SIDE i OPENINGS & EA. SIDE 4" CONC. SLAB W OF PL SPLICES 6X6 10/10 W.W.M. / ON VISQUEEN - P.T. 2X6 PL ON INSUL (D w ..:, •• 5 FINE CITY OF ATLANTIC BEACH O1[ APPROVED VARIES � / � �II� BUILDING OFFICE GRADE CLEAN, COMP., ' �, CHEMICAL TREATED IM 31 200 FILL DIRT 100.2 Q I 8" BLOCK FOUNDATION �•. . # 4 VERT. SEE YJJ�L/ J . WALL FILL ALL CELLS FOUNDATION W/ CONC. ' /�/ APPROV90 •.; -.::-.;.�,, / �V CITY OF ATLANTIC BEACH "` *` ''j•�f 20" X 10" CONC. FTG. F PLANNING& ZONING OFFICE ::c : ,�• W/ (3) # coNT. '=� ••=�-'=•:'• `:"•��: SEE FOUNDATION S (�AY 3 2 1 BY WALL SECTION 6C-ALE: 3/4" ■ 1'-0° SITE ALAN TPP6 STUD TO MIN. 1/2" DIA. "A" BOLT PLATE STRAP I $CAL_E : 1 511 _ P - 011 ® 48 O.C. & W/IN 6' CC�J OF CORNERS, EA. SIDE 4" CONC. SLAB W/ OPENINGS & EA. SIDE 6X6 10/10 W.W.M. OF PL SPLICES ON VISQUEEN SEE OPENINGS DETAIL P.T. 2X6 PL ON INSUL ..�• • .• _. _,. (./ Jam' GRADE VARIES : ' ;rr'• I A ' •-A CLEAN, COMP., z 3 � N •% , ti CHEMICAL TREATED FILL DIRT •.. .. VISQUEEN LO- c35, 5ALTAIR SECTION NO. 3, 7 � (3) # 5'S ® TWO STORY A5 RECORDED IN PLAT 500< 10, 1 16 PACE 16 OF TIE CUf;;;�fRENT PUBLIC SITE PLAN & S ECT I O N S OPTIONAL MONOLITHIC FOOTING RECORDS ORDS OP DYU AL COU VT� I, L_OR-- �IDA NOTED DRwN ey JIM GILLIAM FLVISM DA1E: 04/17/2001 PHONE NUMBER 904 249 0072 rEvMM 6GALE: 3/4" 1'-0' E L I T E H 0 M E S DRWN3 ►+UMBER OF 5 ATLANTIC 8EACH, FLORIDA ONE 8'-11" 19'-5" 13'-4" 13'-4" 8'-11" 7'-8- 11'-9" 13'-4" 13'-4" 2'-0 1/2" 9'-3" 2'-0 1/2 6'-7' ---------------I 51 x a, OH HB G14 E.}pWE j H u-) Q I to d' 21 O 0 n I 2'-8" 9'-3" 7'-3" v IIII 4--2- mc MASTER 4' x b' • 1100 BATH TUB m in 1 z i-4 z x PR Z 050 HB 9' X8' ow : 2'8 4 4'-6" 0 9 o lb GARAGE 2 j in N n �-C GARAGE " I w TYP. 2X6 lb MASTER BEDROOM l=xTEwoR 4,; �� o WALLS >r�� BEDROOM 2 8 cc �Q- 1�1, s• �� ` .n' ro 12' �1 4" CURB FOYER � 7'-7" 2'-6" 4'-3" 3'-8" 4'-1" o_ 2'8 2'8 218 42" HI GRASPABLE 2 6 3'-10' L ABOVE � RAIL W/ MAX 5" - ATTIC CLOSET P SPACES t HORIZ I — — — — 2 -6" RAIL 2" ABOVE FLOOR WALK N 21 ( 1 �A�E� m I 1 - - 64- 2'8 I CLOSET I — - - � I I I I PT bXb 8 Lo I Ii i2' s'SITTINGS I I K 2 2'4BEDROOM �' 3 LOFT L 4 I I I I ATH e WET BARLo POWDER 2._4r N til R - - - - 2�8 9'-6r I PANTRY 1 I 4' in I 2'8 _ 2' "ol HB G 3'-8r 8'-4" BATH N 2'-6' b' 3 O 1 N 9 N 0 RAW-zE , LIVING ROOM 8 ® 2'8 -�- ( MICRO linen x O 0 LAUNDRY FAMILY ROOM I 2'8 KITCHEN BAR DINING I DIRECT VENT C=AS FIREPLACE -00 BEDROOM * 4 Ca] m I OW SINK 2,8 I in I DISP HB L - - O � O f - - - 12' Xa, ono. L _ 2,8 6�_B- 403m WATER PROOF iV 8' X 8' Sr3I�. tV N BAL ONY N m 7'-6" 7'-1" 14'-1" ih 14'-9" 16'-3" 13'-11* 31 5'-10" 4'-3" 7#-6- 55' 13'-1 1" 15'-1" 21'-9" 4'-3" 55' BEARING Wat,5 • FIRST FLOOR PLAN SQUARE FOOTAGES SECOND FLOOR FIRST FLOOR ' 1285 SECOND FLOOR 1123 TOTAL HEATED 3008 GARAGES 615 ENTRY 13 BALCONY 91 F L 0 0 R P L A N S scALE'1/4' = 1'-0' U.O.N. ORNYN BY J I M G I L L I A M RCS GATE: 04/17/2001 PHONE NUMBER 904 249 0072 REV xa E L I T E H 0 M E S oRAr-43 NUMBER OF 5 • ATLANTIC BEACH, FLORIDA Two ' 8'-11" 19'-5' 13'-4" 13'-4" 9'-3" 9'-3" 2'-0 1/2" 2'-0 1/2" I I I I I o I I I 7'-8" 11'-9" 8" BLOCK ABOVE SLAB I I W/ TYP BLOW I I . I lb I I I _ I M • II 12" WIDE X 20" ��`� / ENTRY °' DEiFT6. WN0)IN 5 8 / I I BEELLO m r •// 4" CURB, 0 � / / / I Lom II ❑ —"X ;L4" X 1a" prlo I I 12" WIDE X 10" DEEP I (2) !� 5 — — I I 2icK' wi ( ) SCOW. I I I • _ _ � �� I - I F. N I I 8" BLOCK FOUNDATION I I I WALL - FILL ALL CELL I � II I r 15 VER' IN tP. I 4" CONC. SLAB wrFILLED CELWUERE 6X6 10/10 WWm �I 8H0WN P11N�9' o .) ON vl_N=MN I I 20" WIDE X 10" DEEP I • co I I I I COON3F 5'6 ) CONT. II I u n I I I I I I I I II I I I + ' I � I I JI I N N J 14'-9• 16'-3" 31' S'-10" 40-3- 55' WATER PRDOF BALCONY BELOW FOUNDATION P !_ AN fR00F Pl_ AN FOUNDATION 8c ROOF PLANS X1/4' = 1'-0' U.O.N. ORS OY JIM GILLIAM REVISM DATE: 04/17/2001 1PHONE NUMBER 904 249 0072 RE mm. E L I T E H O M E S UWA-:,NZ NUMBER OF 5 5 A T L A N T I C B E A C H, F L O RI D A THREE ANOD ALUM ROOF VENT PER CODE 12 �6 42" HI RAIL W/ MAX 5" SPAGE9 W/ BOTTOM RAIL 2" ABV. FLOOR WATER PROOF DECK PIC 12" STUCCO BANp STUCCO NORTH EAST ELEVATION SOUTH EAST ELEVATION 0 1 12" STUCCO _ BAND �r o GARAGE POOR GARAGE DOOR FRONT ENTRY STAIR 110 1 TYP. STUCCO FRONT ( SEMINOLE RD ) ELEVATION E 'L E V A T 1 0 N S X1/4' = 1'-0' U.O.N. DRWN By J I M G I L L I A M Wlmsm DATE: 04/17/2001 PHONE NUMBER 904 249 0072 REASED: E L I T E H D M E S DPAMr. NUMBER OF 5 ATLANTIC BEACH, FLORIDA FOUR ^ A L E D G E N D PLUG ® 220 VOLT SWITCH RHEOSTAT SWITCH 3 WAY SWITCH 3 WAY REHOSTAT SWITCH LIGHT ® RECESSED LIGHT floo ` w 08 WALL MOUNT LIGHT #2 FLOUR. CLOSET UGHT -<• 4' X 2' FLOUR. UGHT F— � FLOUR. UNDER COUNTER UGHT ® GARAGE DOOR OPENER f I a ock7 #2>0 FLOOD UGHT ..fan SMOKE DETECTOR ° Site ® CARBON MONOXIDE DETECTOR w Wo WATER PROOF PLUG O EXHAUST FAN O ceil. CEILING FAN / UGHT fan L_J EF. D PHONE O CABLE fan ® EXHAUST FAN do LIGHT lite 1- UNDER COUNTER FLOUR. .fan ceil. 30 TO FLOODS L® EXHAUST FAN, LIGHT, & HEATER fan lite 1jZ 4' X 1' FLOUR. UGHT cell. fan 64" C A/G ® CHANDELIER � OMP. -" 02 64" DOUN UP TO CHAND � � w +2 A/C CON IP DOUN M TO FLOODS wo let UP - - - - - - - - - I I C pcl — J - - I ce il. r►4A fan I o0 I • E.F. I ® cei . I ® I cell. fan I 0 fan FLOOR I PLIra LOCATE Eo I C tau p I PER OUNER call- air I — 0 3 RL f4noes s �Q NLS /1'�nt M TO FLOODS TO 344 FLOODS 142 E L E C T R I C wAE•1/4" = 1'-0" U.O.N. DRAWN BY J I M G I L L I A M REV6ED OATS: 04/17/2001 PHONE NuueER 904 249 0072 FiEVISEO E L I T E H O M E S DPAMNG NUMBER OF 5 ATLANTIC BEACH, FLORIDA FIVE BRICK VENEER - 471 JffT P.AL PWAS STUD TABLE 1' aR SPACE 1. WOOD FRAMING SHALL COMPLY WITH SECTION 23 OF STUD SPACING FOR EXTERIOR LOAD-BEARING WALLS MINIMUM 12- 16d or THE LATEST APPROVED ADDITION OF THE SBC CODE. CEILING No. 2 SPF No. 2 SYP No. 1 SYP 1/2" x 10'ANCHOR BOLTS 0 32' ox. $/;' T&G STURDI-FLOOR £ND 16- .131" x 3" IN THIS HEIGHT 2x4 2x6 2x4 2x6 2x4 2x6 A DECKING NAILED AT 6-oc. L£ re 2. ALL LAPS IN TOP PLATE OF BEARING WALLS SHALL BE w/ 2 x 2 x 1/8' WASHERS DOUBLE PLATE NAIL w ON EDGES AND 12"oc. IN cur CUT LENGTH SHALL BE 44" ZONE (TOTAL) A MINIMUM OF 4'-0" AND NAILED WITH 12- 16d COM N 2 x 4 PT SILL ON SILLSEAI THE FIELD, USE 6d RING �l Cry FOR 16" DEEP JOIST 131" x 3" @ 1 6'oc. NAILS OR 16- 3"x .131' GUN NAILS. * 8 ft. 16"oc. 24"oc. 16"oc. 24"oc. 16"oc. 24"oc. D' ./ SEMCO TPP4 0 32' ox. SHANK OR SCREW SHANK STAGGERED 8d COMMONS MAY ALSO BE WEEP HOLES 4' or GREATER 3. ALL CABLE ENDS SHALL BE BALLOON FRAMED OR Q o USED. MIN. SPLICE BRACED PER DETAIL. 9 ft. 16"oc. 24" 0 4$'O24'10C. 16"oc. 24"oc. 16"oc. 24"oc. GALV. FLASHING 616, 10x10 WWM OR FIBERMESH REINFORCEMENT a 4. ALL SHEARWALLS SHALL BE NAILED AT 3" oc. OR 6" oc. U CLEAR 10 ft. 16"OC. 24"oc. 16"oc. 24"oc. 16"oc. 24"oc. AS NOTED ON ALL EDGES AND 12" 0c. INTERMEDIATE 4 SPAN 2- 2x_ TOP PLATE BLOCKS jG AI SOLI (MIN. (3) 12" w/ 8d COM NAILS (U.O.N) BLOCK ALL UNSUPPORTED w 45• BLOCKS NAILED w 4- .131" x 3" EDDGES WITH 2x4 F ATWI E BLOCKING. SHEARWALLS a GRADE \2x_ STUDS NAILED TO EACH NAILS SHALL BE 15/32" CDX OR 7/16" OSB. (U.0.N.) 11 ft. N/A 24"oc. N/A 24"oc. N/A 24"oc. U 6 MIL VAPOR BARRIER OVER OTHER w/ .131" x 3" 0 6"oc. p TREATED AND COMPACTED FILL STAGGERED 2x_ STUDS W� ,' n 5. STRAP HEADER STUDS TO DOUBLE TOP PLATE w/ Q a 12 ft. N A 24"oc. N A 24"oc. 24"oc. V) END 4- .131" x 3" NAILS AT EACH TPP4/6 AT EACH END OF HEADER AND NAIL w/ 8- 10d / / N/A Z) : y� ry BLOCK COM NAILS OR 10- .131"x 2 1/2" GUN NAILS. Q r 3 #S•s CONT. Z MIN. 25- LAP 0 CORNERS Provide minimum r- EMCO TPP4/6 0 13 ft. N/A 24"oc. N/A 24"oc. N/A 24"oc. - 8" end distance TOP AND BOTTOM SEMCO TPP4/6 0 6. HEADER STUDS AND HEADER CRIPPLES SHOULD BE Q > NAIL w/ 11 - fOd COI/ T P AND BOTTOM NAILED TOGETHER AT 6"oc. w 12d GUN NAILS .131x Q _ IN EACH END LENGTH ANCHOR BOLT WITHIN 12" OF 3") STAGGERED. CLIP UNIT TO SHOE PLATE WITH 14 ft. N/A 16"oc. N/A 24"oc. N/A 24"oc. =O 2 STORY CONDITION ( TOP AND BOTTOM ) Simpson Strong-Tie CORNER 1- TPP4/6 CLIP AND NAIL WITH 8- 10d COM NAILS >_ CS16 AT 32'• OC. (U.0.N.) J TYPICAL MONOLITHIC FOOTING w/ BRICK VENEER 7. ALL WINDOW AND DOOR COMPONENTS MUST BE DESIGNED 15 ft. N/A 16"oc. N/A 16"OC. N/A 24"oc. O W n TO WITHSTAND THE DESIGN LOADS BASED ON A 100 MPH 7 u' r TYPICAL 2-STORY BETWEEN FLOOR STRAPPING WIND ZONE. 16 ft. N/A 16"oc. N/A 12"oc. N/A (J SCALE: N T S 8. ALL CONNECTORS ARE SEMCO OR EQUAL. (U.0.N.) 0 1/2- x lo•ANCHOR Bars 0 32' O.C. NOTE THIS TABLE APPLIES TO STRUCTURES YYITN MEAN ROOF HEIGHT THAN 25AND EL 2" 9. FOUNDATION DESIGN IS BASED ON MINIMUM SOIL CONSTRUCTED IN WIND ZONE OF 100 MPH OR LESS AND MIN. �'SHEATHING. w o 41 w/ 2- x z x 1/6- WASHERS BEARING CAPACITY OF 2,000 Psf. [� w 2 x 4 Pi SILL ON SILLSEAL TYPICAL FRAMING OF CORNERS AND PLATE LAPS -SPF STUD GRADE MAY BE USED ON 8'OR LESS NOMINAL PLATE HEIGHTS ON SINGLE �I a L 10. DESIGN WIND LOADS ARE BASED ON THE 1997 SBCCI Q w w SEMCO TPP4 0 32 ox. e m 6x6, 10x10 WWM OR vJ FlBERMESH REINFORCEMENT< SECTION 1606 WITH WIND SPrAT7UT 1 STORY AREAS OR THE SECOND FLOOR ON TWO STORY AREAS. 2V J4 U_ = o BOTTOM OF SLAB r^ W o TRUSS v 1 s -1 MIINTERIOR BEARING FOOTING 1uNUFAcnIRaT CONNECTOR NaUNcpAnQN HOLD DOWN ANCHOR ALTERNATIVE EPDXIED ANCHOR 6 MIL VAPOR BARRIER OVER Wiz'�� #5's CONTINOUS 3-16d COM @ EA. SIMPSON Lrr2o 10 16dCOMNAILS MTS276 s�axs•WmGErwaaR 5/8"THREADED ROD WITH MIN.5"EMBEDMENT ~ ❑ TREATED AND COMPACTED FlLL w 1' s - BLOCK (TYP.) USE EPDXY ANCHOR MTT286 5/8 THREADED ROD WITH MIN.T EMBEDMENT ❑ ' 8" PLUMBING WASTE LINE 3/axa•wmGErwcHOR 5/8' THREADED SIMPSON MTT28B 24-16d COLA NAILS W ONLY WITHIN 7 r ` -3-12d COM (TYP.) 6" OF EDGE CONCRETE. LTT20 1nxrWmGEarvcHOR „ I� 77, MIN525CLAP 0 CORNERS 1I2 THREADED ROD WITH MIN.5 EMBEDMENTSEMCO MTS27B 24-16d COM NAILS I--' �iUj " 2 STORY &CONDITION. 3 111 coNr. 2x4 BLOCKING (a? 24"oc. HDBA NIA 314"THREADED ROD WITH MIN.8"EMBEDMENT C o TYPICAL MONOLITHIC FOOTING SIMPSON HDSA 3 7/8'BOLTS SGP3 Slaxa wEDGEANCFIOR 518"THREADED ROD WITH MIN.5'EMBEDMENT cUn w -SHEARWALL SEMCO SGP3 24-16dCOMNAILS Q o W c• WEDGE ANCHORS SHALL BE'RAWL-STUD"OR"KWIK BOLT"OR APPROVED EQUAL -' 20 EPDXY SYSTEM SHALL BE SIMPSON"EPDXY-TIE"OR HILTI"HrF OR APPROVED EQUAL w � TYPICAL INTERIOR SHEARWALL TO TRUSS CONNECTION • 0 BRICK VENEER WITH 1' AIR SPACE CONNECTION TYPICAL NAILING ALTERNATE NAILING 1 ALTERNATE NAILING 2 W 0 AND WALL TIES AT 16"oc. VERT. AND AT i'-�--i V 32" oc HORIZONTAL. 4•' MIN BOTTOM OF SLAB LU WEEP HOLES ® 48'oc. INTERIOR BEARING FOOTING Lap in double plate 12-16d common 16-0.131"x 3114"gun nails 20-12d sinkers • ii GALV. FLASHING --------- ----------- } 2x4 PT SILL w/ SEMCO TPP4 AT 32- OC. .*1�' T ____j-#5's CONTINOUs 6"o.c, on edges and 12"o.c.in the field with 0.131"x 2112" 4"o.c.on edges and 8"o.c.in s SIMPSON PA 51 EMB. STRAP "o.c.on edges and 12"o.c. In the field with 8d common, 0 1/2- x 10" AB. AT 32" OC. - PLUMBING WASTE LINE SW-shearwall box,screw shank or ring gun nails the field with 0.099"x 2"gun nails W w/ 2" x 2" x 1/8' WASHER LOWER REBAR AND FOOTING GARAGE SLAB THICKENED EDGE 3"O.C.on edges and 12"O.C. in the field with 8d common, cZ7 4" CONIC. SLAB 2500psi w/ IF NECESSARY 9 3"o.c.on edges and 12"o.c. in gun nails FIBERMESH OR 6x6-10/10 WWM a STEMWALL SW 3 -shearwall box screw shank or ringthe field with 0.131"x 2112" W 4 STEMWALL FOOTING 112"or 7/16"Roof 6"o.c.on all supports with 8d common, ring shank or screw 6"o.c.on all supports with 0.131"x 2112"smooth ring or • PP 9 PP 9 6"o.c.on all supports with 0.099"x 2"ring, screw or annular .1 f U PLUMBING PENETRATING INTERIOR BEARING FOOTING Sheathing, 100 MPH shank,4"o.c.edge nailing with 4'of roof edge annular shank gun nails,4"o.c.edge nailing within 4'of roof edge shank gun nails,4" o.c.edge nailing within 4'of roof edge cfl W I 1 T I i � 11 112"or 7116"Roof 4"o.c.on edges and 6"o.c.in the field with 8d common, 4"o.c.on edges and 6"o.c. in ❑ - CLEAN, TREATED, COMPACTED FILL � 8" CMU STEMWALL w/ 14 VERTICAL Sheathing, 110 MPH ringshank or screw shank the field with 0.131"x 2112" gun nails w Semco HCPLULR 4-8d common in truss and late 4-0.131"x 1112"nails in truss and late w O O F GRAD I I AT 48' OC. AND ALL CORNERS, w/ ° Semco TPP4/6 8- 10d common 10-8d common ^ " O � ' I 12' HOOK AT SLAB AND 6" HOOK NOTE: Q 1' OPENINGS TO 5' 10-0.131 x 1 112 nails '' '•¢ 10" AT FOOTING. WIDTH USE (,) Semco RTPGA830 13-16d common in each member 13-0.162"x2 1/2"nails in each member �- CSI Of BOTTOM TOP `ND Semco MTS276 24- 16d common 24-0.162"x 2112"nails W LCJ z z 20' x 10" CONC. OPENINGS 5' TO #4 BENT INTO FOOTING AND Simpson LTA1 12-10d x 11/2" m FOOTING w/ 215's CONT. 7' WIDTH USE THICKENED EDGE ^ ^ -- FOR TWO-STORY --- (2) TPP4/6 TOP Simpson HD8A 314:Thrd. Rod Epoxied (8 Emb.), 3-718 bolts thru 3 CYD O z #4 VERT. -TYPICAL- 00 V-8' USE 22"x10' FTG. TPP4/6 AT AND °32" o.c. Simpson MTS12 7- 10d common in rafter and plates 7-0.148"x 1112"nails in rafter and plates z w/ 3 #5's CONT. NOTE: (TYPICAL) 1 #5 CONT. TYPICAL STRAPPING (UNO) Simpson MTT288 24- 16d common 24-0.162"x 2112"nails x TYPICAL STEMWALL w BRICK VENEER NOTES: Simpson HTT22 32- 16d sinkers (� r / ANCHOR BOLTS PLACEMENT OF SIMPSON PA51 EMB. STRAP Semco SGP3 24- 16d common 24-0.162"x 2112"nailsAT (� W ZLU N CJ MAY BE LOCATED DE OF KING STUTHER DS, � " EL PLATE MUST BE Simpson SPH4 12-10d x 1-112 NAILS CONT. BETWEEN c--I Z BOLT AND KING W O Q 2x4 PT SILL w/ SEMCO TPP4 AT 32" OC. STUD - --> 15/32 ' CDX MAY BE USED IN LIEU OF 7/16" OSB <--- ro ANCHOR BOLTS 4" CONCRETE SLAB w/ 0 1/2' x 10" A.B. AT 32" OC. 6x6, 10x10 WWM OR MAXIMUM TRUSS UPLIFT OF • �, O F MUST BE WITHIN FIBERMESH REINF. , w/ 2" x 2" x 1/8" WASHER 12- OF KING TPP4s@32"oc.TOP&BOTTOM= PRE-ENGINEERED TRUSSES AT 24" OC. 4' CONC. SLAB 2500psi w/ sTuos 820#'s ON TRUSSES SPACED 4- 24 oc. ❑0 FIBERMESH OR 6x6-10/10 WWM 1/2' x 10" ° = ANCHOR BOLTS •d ROOF SHINGLES OVER 15 FELT CCC) ~ AT 32" o_c. MAXIMUM TRUSS UPLIFT OF # Q' 3 TPP4's @ 16"oc.TOP&BOTTOM= LO (TYPICAL-) 6 MIL VAPOR BARRIER OVER 16409's ON TRUSSES SPACED � � `� w 4" TREATED & COMPACTED FILL a I�1�1�IILh L6�- (1) # s s CONT. 24"oc. 7 16" OSB SHEATHING NAILED AS PER � I I H I I-1 I f=11 IJ' / TYPICAL HEADER STRAPPING ALL TRUSSES WITH UPLIFT LOADS EXCEEDING 1600#'s W N O O I-III-III-' CLEAN, TREATED, COMPACTED FILL T NAILING SCHEDULE O 1 / TYPICAL NON-BEARING STEP FOOTING SHALL HAVE A DIRECT LOAD PATH TO THE FOUNDATION. Of 8" CMU STEMWALL w/ 1#4 VERTICAL SCALE: 3 8'= 1'-�" `` ,, j11111111., �j0ad' a O t � }° GRA AT 48" OC. AND ALL CORNERS, w/ HURRICANE ANCHOR AT EACH TRUSS ... Z • 12" HOOK AT SLAB AND 6' HOOK ? Q•' 10" AT FOOTING. w REFER TO WALL SECTION FOR TYPICAL ANCHORS ( SEE SCHEDULE ) - 0 7116"STRUCTURAL ROOF SHEATHING ?` _- 20' x 10' CONC. U 1 #5 CONT. t 0 FOOTING w/ 2#5's CONT. " (2) 2x_ SYP DOUBLE TOP PLATE w/ ❑ 4' CONC. SLAB 2500psi w/ #5 CONT or USE 1/2" '• L w 1'-s" usE ��s sTcorlr. 2x4 OUTRIGGER @ 48 oc. SEMCO TPP4/6 AT 32 OC. 1 Y,,6� ,�z FIBERMESH OR 6x6-10/10 WWM x 14ANCHOR BOLTS % '•., 5 �. �% BLOCKING REQUIRED BETWEEN OUTRIGGERS HURRICANE CLIP H-25 OR EQUAL (U.O.N.) � ��,��, U TYPICAL STEMWALL @ 48"oc. CORNICE DETAIL AS W 2x_ SPF #2 STUDS AT 16" OC. n GRADE PER BUILDERS SPECS U L SIMPSON A35 0 2x4 BARGE RAFTER CONT. (SEE STUD TABLE FOR SIZES 2x4 BLOCKING @ SHEATHING JOINT AND SPACING AT VARIOUS HEIGHTS) n. GRA CLEAN, TREATED, COMPACTED FILL •• 4'FROM GABLE END SHINGLE STRIP L o FASCIA 7/16" OSB SHEATHING NAILED 6"oc. ON EDGES o n C & 12"oc. ON INTERMEDIATE SUPPORTS w/ 8d BOX NAILS p Z 0 -"'�11= •0 1 2x4 SCAB CONT.TOP TO , ❑ �� BOTTOM TOP CHORD OF GABLE END TRUSS UNLESS OTHERWISE NOTED ON SHEARWALL LAYOUT ,� L z CLEAN COMPACTED FILL DROP 3112" 11 6 F- a CHORD @ 8'FROM GABLE 4" CONIC. SLAB 2500psi w tLJ ui 1 #5 CONT. g" CONT.2x4 SCAB FROM TOP TO / / 2x_ PT SILL w SEMCO TPP4/6 AT 32" 0 U, TYPICAL FOUNDATION IN GARAGE 3-12d NAILS TYPICAL AT BOTTOM CHORD X-BRACING U.O.N. FIBERMESH OR 6x6-10/10 WWM TYPICAL THICKENED EDGE FOOTING X-BRACING °� ( ) - (PROVIDE ADDITIONAL 2x4'S @ u; Y 2x4 SCAB IF VERT.WEB IS VERTICAL IF HIGHER THAN 48", 1/2" x 10" A.B. AT 32" OC. < Z Cr 2 x 4 STUDS @ 1 s' o.c. NOT TO FORM AN"L"SHAPE.) w/ 2" x 2" x 1/8" WASHER - n 2 LL 2 x 4 STUDS ® 16" o.c. No. 2 or Bt. SPF PRESENT TOE NAIL TRUSS TO DOUBLE LL No. 2 or Bt. SPF CLIP STUDS TOP AND BOTTOM W/ SEMCO TPP4 @ 32" o.c. „ A x A( m CLIP STUDS TOP AND BOTTOM PLATE W/16d COM @ 8 OC. 8" CMU STEMWALL w/ 1#4 VERTICAL w Hz C4 a ❑ W/ SEMCO TPP4 0 32" o.c. CONT.2x4x8'#2 SYP LATERAL z z a w o LL 1/2' x 7" WEDGE ANCHORS BRACE @ 48"oc. AT 48" OC. AND ALL CORNERS, w/ A W� E_ 1/2- x 7" WEDGE ANCHORS 0 32" ox. BOTTOM CHORD OF GABLE 4 �' w z z 5 E- a 12" HOOK AT SLAB AND 6" HOOK Q'' o ❑ ® 32" o.c. 4" CONCRETE SLAB w/ " END TRUSS ' a D E U x z ❑ 6x6. 10x10 WWM OR 2x4 BLOCKING @ 48 oc. ° 10" ,w 0 x 4' CONCRETE O sloe w BETWEEN GABLE AND FIRST F W o F z w r4 w - 6x6, 10x10 WWM OR/ FIBERMESH REINF. AT FOOTING. �• � �w�>xo�.. A ❑ FIBERMESH REINF. 6 MIL VAPOR BARRIER OVER TREATED & COMPACTED FILL TRUSS. W �'z co � 0 2-2x4 TOP PLATE {- 20 ' x 10" CONC_ o x to 4" 'I .+ U] W U w A 0 1- , 4 SIMPSON LSTA24@48"oc. FOOTING w/ 2#5's CONT. awa'.�w ' o 1. 11 3 d., • 1'-8" W wawa v'x wwa: r 8" 6 MIL VAPOR BARRIER OVER " W 1 A xri r. .;.,. . 2x4 STUDS @ 16 oc. E- o co A F.. LU r TREATED & COMPACTED FILL (2) # 5's CONT. 2x4 X-BRACE @ 8'-0"oc. ---> 2- STORY FOOTING <-- p MM-92- (2) A-9 2- a xzxwwwwwo _ (2) 1 5's CONT. 8" 1'-4" I F 8" NOTE: FOR 2-STORY CONDITION ALL MEMBERS SHALL BE SYP 20" x 10" CONIC. Z E--4 MEna:a 1�- w_j 1'-4" NOTE: FOR 2-STORY CONDITION USE 1'-8" WIDTH w/ 3 IS's CONT. USE 1.-8- WIDTH w/ 3 #5's CONT. FOOTING w/ 3#5's CONT. SI-ICCT: N TYPICAL GABLE END ( X-BRACING ) n TYPICAL EXTERIOR WALL SECTION = TYPICAL INTERIOR BEARING STEP FOOTING TYPICAL INTERIOR BEARING FOOTING �-,�/ o SCALE: 3/8"= 1'-0" z CONVENTIONAL FRAME ROOF AREAS-SHINGLE ROOFS SIMPSON MTS12 CLIP Span Tables for No.2 SYP Rafters AT EACH RAFTER SIMPSON MTS12 No Ceiling Load-20 psf LL,10psf DL SIZE 12"o.c. 16"o.c. 24"o.c. 26 17'-0" 15-1" 12'-4" 2X8 22'-0" 19'-5" 15•10" NAIL RAFTER TO CEILING 2X10 261-0" 23'-2" 18'-11" JOIST w/ 4 — 12D com. (MIN) 2 x 4 STUD ALIGN w/ RAFTER Span Tables for No.2 SYP Rafters-No Ceiling Joist- STRAP STUD TO DOUBLE with Drywall Ceiling-20 psf LL,15 psf DL PLATE w/ SIMPSON MTS12 NOTE: DOUBLE TOP PLATE BOLTS TO TOP OF BEAM w/ 1/2" A307 BOLTS ® 12" OC. SIZE 12"o.c. 16"o.c. 24"o.c. 2x10 24'-10" 21'-6" 17'-6'• W 2x12 26'-0" 25'-2" 20'-6" <50' MIN> Span Tables for No.2 SYP Ceiling Joist 3— 7/8" DIA. HOLE EACH SIDE OF WEB ( TYP. ) 9/16" DIA. HOLE AT 24" OC. o p g TOP OF BEAM STAGGERED 7 20 psf LL,10 psf DL 3— 3/4" A325 REO'D O Z SIZE 12"o.c. 16"o.c. 24"o.c. � � CUP STUDS TO DBL. PLATE w/ SEMCO TPP4 0 32" ox. 41 t 1 2X6 15'-6" 13'-6" 11'-0" BEARING WALL ■ 20'-1" 17'-5" 14'-2" 2x10 24'-0" 20'-9" 17'-0" 12" x 4" x 3/8" PLATE 2x8 2X12 26'-0" 24'-4" 19'-10" 2 x _ STUDS ® t 6' o.c. �I � 1 � Span Tables for No.2 SYP Floor Joist 12" x 4" x 3/8" PLATE �I 40 psf LL,10 psf DL N UJ SIZE 12"o.c. 16"o.c. 24"o.c. TYPICAL RAFTER FRAMING 3/8" GUSSET STRAP HEADER TO CRIPPLES w/ (2)zxb �+ — �- - 2x8 14'-2" 12'-10" 111.01• 10'-0" f 5EMCO RTPGA836 STRAPS AT EACH 0 2x10 18'-0" 16'-1" 13'-2" D. 2x12 21'-9" 181-10" 15'-4" 9'-10 1/8"± '�I Roof Framing Notes: /� /� LU 1. Clip rafters to each bearing point with Semco HCPLL clips up to 10'span. A /� 51DE5 OF PgAU (2).2.140 SIDES OF HALL For greater than I O'span use Simpson LTS12. MEMBER SIZE TABLE 2. All ridges and valleys shall be one(1)nominal size larger than adjoining rafters. O 3. Nail ratters to ceiling joists with 4.16d common nails. 4. Nail rafters to plates with 3-16d common nails. O A W1 2 X 19 HT772 UJ 5. All rafters and ceiling joist shall be No.2 or BL SYP. 5 1/2" x 16" x 1/2" PLATE B W 12 X 19 SIMPSON PA-51 EMB. STRAP U wN (OR /(4)— DIA. HOLES NAIL w/ 21- 166 COM. or "' ANCHOR w/(4)— 5/8" x 8" W Q EPDXIED BOLTS USE PA-28 ON MONOLITHIC SLABS. [� HTir12 (2J C516 0 5 TEFL FRAME DE IL W HTT22 5Eff DETAIL COW MIONAL FRAM ENTRY ROOF (2,1 G516 C.� HITH 2x6 GEILIN5 JOISTS 0 241voc-, pi 2x8 MME AND VALLEY�, AND p Gv 26 RAFTERS o 249ac. — — — P (SEE RAFTER FRANIN6 DETAIL yl ti � N C�J� p r Qj� ' N ti�Q� Q0 P to Q�Q� WCN �P�O� +�`� v �+��'�PUP `� M p 0� U) J LL � ti WW olf _j LL :,NO > _JW F- -r-- z � N 2J GSi p = Y � x U00 N Lo Q 0 0 rn --3 d0 - N 0) BALLOON FRAM hfALL H=-\ PL75T ON L_ - - � i I+ I I ST- I I I P05T BASE �T � OHTTI6 �d ' v�,•.• . 0 o H7722 4- (2) G516 O - O y ; I Oo 0 l ° I < z (2) G516h7= o o � L_ — 0 — NTr..x30 of BPAl4-1 \ T L TPP4 N w o M5TA36 at DBL. FL... 11:21 7PP4 U 11 PfTT/6 � W 2x8 0) 2XI0tb 6 HT7I6 SHEET: 2J TPP4 NOTE: ALL LOAD BEARING PEADER5 SPALL BE NOTE: ALL LOAD BEARING HEADERS SPALL BE SPEARWALL5 NAILED AT 6"oc. ON EDGES A MINIMUM OF (2) 2Xo Not or BT SYP (U.ON.) A MINIMUM OF (2) 2X10 No.2 or BT SYP (U.ON.) AND 12"oc. IN INTERMEDIATE SUPPORTS WITH Sd COMMON NAILS. 5PEARWALL5 NAILED AT 3"oc. ON EDGES Sm2 3ECO D FLOOR 5 7 /EAR 7 � /ALL F/�� T FLDOR 3�EAR 1 _ TALL AND 1 d C IN INTERMEDIATE SUPPORTS /�( �•—� �/� �/V IUITP Sd COMMON NAILS.