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O ` o Z � °4- 1f• o W V" Work Area �P- 'v N CL O O CO L,U L. -ec 0. t a 9 ix 8 9 31IIANOS;q c 9 3JLIns 3AIdQ 39( qI JOOW L966 s9mil 33WOH 31AiS3�,AII N 13H.L. nos L4 r,10) i2) I !.1 > W Q ° �D O , �L H O + • x� 10 o - 63'-0" WINDOW & DOOR SCHEDULE 34'-011 191-011 00 00 � 000 13'-2" 2'-4" 18'-6" ROOM VINYL WINDOWS "MASONITE" DOORS O 2X6 EXTERIOR WALLS b'-8" 20'-1" 7'-3" 21-8° 11'-4" 5'-0.1 2-2880 .-4 "PERMA WRAP" FOYER 8 LITE OVER L1J COLUMN 1 PANEL H "PERMA WRAP" MT.@ 8' A.F.F. MT. 8' A.F.F. HOS LCA COLUMN 0605H BI (4)3080 FD (EXTERIOR) D N 'I P.T.HANDRAI BUILT ON ITE 0605H FAMILY RM. 2 ARE FIXED -8 LITE � � d CUSTOM WINDOW SYSTEMS OVER 1 PANEL LU m DINING RM. 40605H ._._ b 1'_0.. 16 o i a 16 0 4/1 ARIA VINYL WINDOWS N ,� „� , ,� - N 00 � (2) 2680 F.D. INTERIOR !, W ' 0 LIVING RM. 40605H W J �t OPAQUE GLASS U Lo J 0 y Bed #4 MASONITE EXTERIOR DOORS. 0 �! cov. Pa� 0 _ „ _ �, KITCHEN —. 2-2080 W/ OPAQUE GL. N Z w1" cLG.@ 10 -0 SMOOTH FINISH FIBERGLASS;a F, 12'-4" x 11'-9" ., "'' m ;1 ODL 8 LITE SOL °L O O V1 ur. REAR HALL BATH 2880 - 2680 PKT- 1680 �L 3/4 LITE INSERT W O ,U U- ►� 0 U. MCC C� 0 HALL BATH 2880 H P• h 0 4'-6" 3'-2" 2'-s" 6'-0" 2' 6" TANKLESS WATER HEATER _J LO 2680 PKT. GARAGE OVERHEAD 3080 to inside � GARAGE DOOR 3080 service door Z CESSED 880 F.D. 2880 42" HG WALL OWER 2-3080 FR.DRS. �,, W/GLASS ABOVE 5 _ o GARAGE 3054SH ui _ CLG.@ 10' ' ' 00 ih _ _ _. _ _ __ _ — _ _ — 4 u N �- tib LAUNDRY 2880 - 3080 Q 4-3080 FRENCH DOORS pV L CM 2 CENTER DOORS OPERABLE -' it LINEN % 24 Above surrounding grade FOYER/COAT -- 1680 Q M I I I I CLG.@ 10'-0.. _ 2�_10�� 6" WALL-/11'_6" Q Exposed & Sculpted architectural rafter tails 2 30605H Master 1 STEP CLG. ` O . 00 MASTER SUITE �2� 30605H 2680 10 LTTE CLEAR o- - Metal roof ing where noted MULLED SuiteFami I_ 11 _ 2'-4+' 1 15'-0" x 17'-4" I I ( I Framing per engineering MASTER BATH 2680 PKT. - 2680 2080 b I dbl.STEP CLG. ( I I I Room Bed #2 First f loon - 5 1/2" base boards 2680 = I I CLG.@ 10 -4 BED.#2 (2)30605H �. ,� CLG.@ io',°�, 6468 B.F. 212'-611 X 21'41 Decorative trim as per 13 -10' x 13 -4 i 00 plan 2680 _ 1 1 I I I I ; Wood flooring, tide and car et asperplan BED.#3 (2)30605H 2�-4080 B.F.11 L14 , ,� I �.. k -�- p �O A\C U IT M ST BE ¢ N 15 -6 _ _ - -1 = fin Knock down ceiling texture 2880 00 qq< ANCH RED \ 2 RE HE DS l- — _ _ _._ _ _ r O a BED. #4 @ EAC SID OF U IT. '-4" Q) M 2'-11" I 3'-0" 5'-2" 3I'- 1 �� I t+� � - 2 _ _ _ (2)30605H L — — I STEP CLG. I 3'-6" 1'-10" 9'-Q" o t Textured interior walls 24080 B.F. SHOO INT CONCRETErn 0 C\1 CLG. 10'-0" 00 — — 000 6080 BI-FOLD 1680 2 80 PKT. DR @ 0 3��,�� N -- Natural gas provided - gas appliances LINEN _ = 6 1/2 switch outlets where noted CONC STOOP 4 w 1 00 1680 Z Cq I II M � b" WALL OD&SH. H , I , „ I I Levered interior door handles • Z CLG.@ 10-0 I M o � u� Handle set at front door ' d = n u 1 u 1 ii N O� iv M a M -0 9 -4 8 -8 M -10'� _ { _ _ _ _ _ _ _ _ _ — _ _. _ _ _ CLG.@ Foam insulation in ceiling and exterior wally ..., -. cv �� CLG.@ 10'-0" �� I _ STEP CLG. I 10' m ►c A\C ►� I I a' CLG.@ 10'-011 I I I `` I I , ? Driveway - Pavers PAD (-- — — �-- — -� � : _ ., I ,, I , � 2880 �' CUSTOM I10 CABINETS W/ .1 .N I o 42"HG.ST CCO WALL }� 42 HIS.WALL - To SCREE A/C UNIT W\ CAP 2684 BUILT IN I I _ GLASS DOORS I :u 1 MOM _ CLOSET I I N I � U_ RIDGE VENTS PLUMBING AND VENT STACKS SHOULD BLEND WITH THE ROOF Z LU.' .� „ 77 N --►� _ I Q► Z AND BE CONCEALED FROM ADJACENT--ROADWAYS. 5'-4�� 4 -2” 4'-0 6 10 I 11 v I iv I j I o o I v h0 ��■■� ► _ W I ► I � I OPERABLE SHUTTERS ON FRONT WINDOWS WHERE NOTED - (see booklet for manufacturer) (� 42" HIS. WALL I I I I °C D\W SINK W\ �? Q Co ~ �._ I DISP. 2080 2 4" 3'-6" 10'-10" EXPOSED SCULPTURED RAFTER TAILS. - (see boo�Clet for manufacturer) N o �h \ GLASS AB. 1-- I - `" 5H` I °° RIDGE VENTS, PLUMBING AND VENT STACKS SHOULD BLEND WITH THE ROOF C) CONT. _ o SZ- % 2 g0 IKits �' `� 4 AND BE CONCEALED FROM ADJACENT ROADWAYS. _.., RECESSED FLO 07 N / GLASS I - �'' - a �� \J` 2080 CLG.@ 10 -o , �... INC sH. — —� � d Glass , 0 _ � I � � I � 13'-14" x 13'-q" 6 O J H .; Bed #3 ; . Q► D 6 LL 11 II oI � _ STEPCLG. — � vzj APPROVAL L CLG.@ i . ,r/��G(� '-2" 6 -10 1 -10 12 -6 1z -8 ' " " " F.B.C. - R-309.2 GARAGE SHALL BE SEPARATED FROM RESIDE GJ '� AH LAUN „ ' Ct AND IT'S ATTIC W\ MIN. 1\2. GYP.BD. HABITABLE ROOMS SHAPp#e Cr-_), �.... WOE WH 9Q 0 ! OVEN CLG.@ 10 -0 BI-FOL BI-FOLD 1 TUB BE SEPARATED FROM ROOM ABOVE W\ IN. 5/8" TYPE "X" GYP. r4Bdt BIB u 00 ARAE DOOR _ WHERE THE SEPERATION IS A FLOOR-C LING ASSEMBLY. ANY �� "'. U") -j -Z 81 8 GARAGE _ 4' STEP- SHOE RACK _ i'-2" 4'_6., 1680 Q �r �* CLG.@ 10 -0 _ o STRUCTURE SUPPORTING THE ASSEMBLE' SHALL BE PROTECTED !' 8 -3 61-9 41-611 c� cv ROD &SH. ii _ W\ MIN. 1\ GYP. BD. r A.H.0 IN GARAGE 13/8" STEEL DR.W\ USE DUCT BOARD FROM 20 MEN. FIRE RATE CLG.@ 10 -0 il ,GARAGE INTO THE HOME SOLI CORE WOOD ( I 10' CLG. ATTIC VENTI A ON , _ — _ OR HONEYCOMB CORE MTL. I I I I b ., ui b. �• 1 o I I -- - - - - -- - -- 00 W aTTI A ss I I 12'-511I I 6 -911I I ATTIC SPACE 4140 C CCE 1 ¢ I divided by -- - 300' - _ _ _ _ � o I I binin I I I wo , I , 00 q ; I I I I I I I U_ TOTAL VENTILATION SQ. FT. 13.8 STEP CLG. divided b 2 X 112=0" x 11'-6"— J o I I' I ¢ Y SQUARE FT. TABLE 00 CLEARANCE AROUNb MEC EQUIP. I I %D 1 I 11 -10" x 13'-2" I I M SQ.FT. OF VENTILATION TO SOFFIT 6.9 SHALL BE 4" IN THE CLEAR ROUND L — -- — — — — -- — I STEP CLG. I = ._--- ---�_ '` .I SQ-FT. OF VENTILATION TO RIDGE NTS ------ 7 Conditioned space 652 c �. EQUIP. CLG.@ 10'-0" b 2 2 80 I I I I ,"_; Covered.,.patio 490 Livinq I _ (size and location of ridge vents to be v if led on site.) G _ I _- _ _ -- - - - - -- _ N I Font orch 212 .J 406 sh 0 MT.@ 8' A.F.F. in - — — -_ — — __ _ _ _ _ 15" 15" W 10' CLG. o �, `° o yawn y 40 0sh SLH oo MT.@ 8' A.F.F. ;o checked ' X - N 7 M SLH °d P.T.HANDRAIL BUIL ONSITE b P.T. HANDRAIL BUILT ONSITE _ �, ate 0 DATE `t MT.@ 8' A.F.F. MT.@ 8' A.F.F. o scale r, 1/401=1'-0" 11_011 project no. JOB 3060- H 3060 H 1+-0" 6'-10" 1' 12 .4„ _. A1_0" 11-0" 01 1 op If drawing no. 8'-0" 5'-6" 8'-8" 5'-6" 5'-5" 6'-11" 3'-3" 3"-5" 7'-1" �7'-3" do Ile -7 --- .00 7r Ir . 10'-0" 19'-8" 12'-4" 6'-8" 14'-4" ' +, MINIMUM FIXTURE CLEARANCES 2X6 EXTERIOR WALLS -. o W t H W L.LJ N '0%0� N � Q" �7 W M 0� H 0 -'O W CV CLG. FAN BRACE& CLG. FAN BRACE& Q ui &PREWIRE ONLYCLG. FAN BRACE& �e,d P E ONLY P J V) J 0 &PREWIRE ONLY kb �! 01� Cov" Patio Z Z w LJJ C) to06 W LL o Ln aN LL ow 7 z C� REC EXH FAN Lu ow :1S4 E D REC Master I - REC I I I REGI � . REC 1 flit , I I . , Famll NOTE: BRACE IRE \ � �Oomd 1) ALL OUTLETS IN BEDROOM TO BE "A.F.I.". I , REC �-- #2 CLG. FAN BRACE& I I I I 2) ALL EXTERIOR OUTLETS TO BE"G.F.I.". & PHONE PREWIRE ONLY 1 i REC 3) ALL ELECTRICAL WIRING TO BE IN ACCORDANCE WITH BUILDING CODE. I I I I SD x�E �- \ #�r G BRAC I �- - - - - --- -- - -- - - � O I � I SD &PREWIRE ONLY RE / I 0 REC 1 CSJ _ N 0 TE: . w 1 SD CMDFF SDI ( I I CMD SPECIFICATIONS AND PRICE SUMMARIES TO SUPERSEDE THIS ELECTRICAL PLAN 4 0 REC - - REC RE -0- REC I I v THE PURPOSE OF THIS PLAN IS TO OBTAIN AN ELECTRICAL PERMIT. FIXTURES, 1 1 SD SWITCH LOCATIONS, AND RECEPTACLE LOCATIONS SHOWN ON THIS PLAN MAY BE INACCURATE DUE TO FRAMING OR MECHANICAL CONFLICTS, SITE CONDITIONS, AND/OR BUILDING CODE REQUIREMENTS / R�C H Y FAN PEND. LT. PREWI� ,, .r Im w I Ec WIRE I a: WIRE FO OR I I I /♦ 1 ° I G.D.O. SECURITY 1 1LLCUI E I D\W SINK W\ SD CLG. FAN BRACE& �-- T- -� I DISP. I CMD 1 &PR EwTR E ONLY Z _ R C u I WIRE FOR UNDER ' F- D.SP I CABI NET LIGHTING Kit. r R G I ---- v FT 7 - I r R9C SP I bed #3CA/. � } Ric RE W1H O K AH RE 000 01 CAR i 1 I I I I 1 1 I I I CLG. FAN BRACE& n I I I 1 1 1 ( &PREWIRE ONLY 1 I I I I I �� I I SQUARE FT. TABLE IRE FO -- I G.D. Conditioned s ace 2786 . � _ ..�.. _ _. ._ _ _._.. _ _ .J I 1 I 1 Garage 652 ` I Livin I I Covered patio 490 Gars 3 I _ _ _ _` — — I Front porch 212 drawn by SLH checked by SLH OUTLET El date DATE FOR IRRIGATION CARR. scale LIGHT LIGHT LIGHT project no. JOB '`----� rawing no. 0 6"TRIM 4 TRIM , IGRIDW NDOW ON INSIDE AND SOL GRID J o w ATTIC VENTILATION HARDI LAPUJ D LO ATTIC SPACE 4140 � divided b 300 �s'-�" 12 N TOTAL VENTILATION SQ. FT. 13.8 Q LU cis > - � HL - p divided by Z RAFTER-- TAILS OSB.SEE ENSINEERIN6 SQ-FT. OF VENTILATION TO SOFFITS 6.9 STANDING SEAM METAL ROOFING- ILL FINISH — Q w . 2X6X6 tet MILL FINISH ` SQ-FT. OF VENTILATION TO RIDGE VENTS 7 METAL ROOFING (size and location of ridge vents to be verified on site.) HARDI LAP 1X4 TO P.T. ONZ LU 6" TRIM DRIP LL STORM SHUTTERS 2411 \FASCIA BD. O LL- 0 0 PLUMBRAFTER TAILS H CUT\2" 6"TRIM _ UBS-519 LCA Ch r. f 2"TRIM 0%TRIM 4"TRIM RIM - - - - 2X6 WALLUJ wrrdowcas _ _ - PLAIN"PERMA WRAP" COLUMN'S s,�•, - - � � WOOD OPERABLE D _ C l -�- - �.�. _ V v SHUTTERS HARDI LAP C7\ o m oO - - — — — nor ,f r ShUtW d" P- beft 00 Ll ELJ LAVIL 4" TRIM _ an lag e 5 L , b S LL S LL N , WOOD OP ERABLE /�! , SHUTTER STUCCO 'EMD004' ,L -TWS �oA GARAGE DOOR OEM= "MENEM IMPRESSION COLLECTION Front E SCAM.� FIBERGLASS 983 CLAY SCALE; 1/4"=1'-0" STUCCO ENTRY DOORS CIQ 8 LITE OVER 1 PANEL MASONITE DOOR P.T.HAND RAIL 2X6 EXTERIOR WALLS BUILT ON SITE 2" TRIM 2X6 T R I RWALL4" TRIMEx E O S • SECTION @ HANDRAIL 1/4" = V-0" ALL SHUTTERS ARE WOOD METALS ACK WINDOW GRI ON INSIDE AND OUTSIDE SOL GRID WITH OPERABLE HARDWARE TO MATCH ROOFING MATERIAL sTANDING SEAM METAL ROOFING-MILL FINISH METAL STACK SILL 4"TRIM RO MATCH ROOFING PRODUCT OVERVIEW Model 8o038000 Internet;#203159889 Store 30 SRU#189463 MATERIAL Z Winworks shutters are mounted with handsome,historically-accurate hardware.The operable hardwares made-black finished stainless-steel pieces _ P deliver simple elegance,utility and contrast.Adding beautiful dimension by setft the shutters off from the horse,operable hardware allows a hint of Q exterior cladding to be visible between the shutter and window for a noticeable fine Wucn. 12 _ -_ • Q • or winworks shutters 49 in.and higher a • Each set will Dover one pair of shutters - • Set includes.3(pair)of Pintels,1(pair)of S-Holdbacks,and 3(pair)of 6 in.L-Hinges • Complements any shutter style and adds eye-catching depth to the facade 4" HARDI • Provides a historically accurate appearance and sets the shutters off from the home ` TRIM H B&G • "S"Holdback measurements-6 314 in.(h)x 21/2 in.(w)x 3116 in.(d) �® ` _ ! "PERMA WRAP REV�W �iil•� Pir"measurements:3.5 in.(h)x 1.5 in.(w)x 1 in.(d) STORM SHUTTERS _ $ 12 PLAIN BOI+ O J` pROV4 • L-hinge mer+ernents: 211 414116 in.(h)x 7 314 in.(w)x 718 in.(d) VJ asuL. ASSEMBLY TRIM Do 4" TRIM PLUMB SILL P UMR- --- LMB 4.1 TRAM UT _ _ CUT Operable Shutter Hardware Kit#Z (For Shutters Up to 49 in. -91 in. High) pe � � �� 1 PLUMB Write the First Review Questions a Answers(3) ^11/ PL.. H CUT Fa Ll 1:3 00- _ .-- 4" HARDIE TRIM COLUMN DETAIL V4" = 1'-0" SQUARE FT. TABLE = v y o �+ o �411 I n� _ MASONITE OR Conditioned space 2786 ON SMOOTH FT SH Garage 652 00 4" HARDIE 4 _- ODL 8LITE ER 1 PANEL Covered patio 490 TRIM - Front orch 212 Pn�cAWi�ar®I - sWrJs(Irr INc.MM) hum rnUMs;oia 6" 4 I. FIN. FLOOR - r -. . FINISHED FLO col Width A c G L R U s " Assembled b" 5716" 1 7'/a" I" 711:" 9" 7" 8"101 g" 6718" �- 1 SILL s" TA" 91/8" 1" 91/2" " ' SILL 9 7" 8',10%12' 10" 8518" 12" 177/" 13'/." i" 131/8" 9" T 8�,10�,12` t2" 10;18" drawn y 9 7 8,10,12 SLH L Assembly 6" 57/s" 7'/8" 1" 7'18" 9" 7" 8',10' C ec S 8" Tl." 911." 1" 9'I." 9" 7" 8`,10'.I2' ked y 4'' HARDIE STUCCO STUCCO 10" 9'16" 11'/8" 1" I1'!8" 9" 7" 8',10',12' SLH STUCCO TRIM hwJde 12" 117/.8 13'/." 1" 1311." 9" 7" 8',10',12' D6r n date MEMO Addidottat ' are available from 5"ro 24"width and 2'ro 2U' DATE Rear Elevation P.T.HANDRAIL BUILT ONSITE scale SEE DETAIL 1 4' —0" SCALE: 1/4"-1'-0" project'ect no. STEPS A J O B TO PORCH drawing no. WINDOW GRID ON INSIDE BIND OUTSIDE SOL GRID C Of ATTIC VENTILATION ATTR SPACE 4140 divided by 300 TOTAL VENTILATION SQ. FT. 13.8 W divided by 2 H WINDOW GRID CSN INSIDE AND OUTSIDE - SOL GRID SQ-FT. OF VENTILATION TO SOFFITS �---� 6.9 ui :) N SQ-FT. OF VENTILATION TO RIDGE VENTS - 7 J Q (size and location of ridge vents to be verified on site.) LL � 01% METAL STACK H ,{^ TO MATCH ROOFING MATERIAL w UJ " 28'-2"4.0 00 H Z W � Q V) O U.sTANDING SEAM METAL ROOFING-MILL FINISH UJO U. 12 STANDING SEAM METAL ROOFING-MILL FINISH U lot a 7 12 7LO ON Z WOOD STORM SHUTTER �y 030 SH WOOD SHUTTER 203 SH '� �..i. FIXED W/OPERABLE FIX:D W/OPERABLE HARDWARE HARDWARE ui im.I WHITE-CUT - WHITE-OUT i i N 4'-0" O 211 HARDIE 12im - HARDTE TRIM - 2HARDIE TRIM 4"HARDIE TRIM —411 HARDIE TRIM 4" HARDIE TRIM HARDI LAP Jill HARDIET �� RDTE TR b N 4" HARDIE R.ight Side Elevation TRIM STUCCO SCALE: 1/4"=1'-0" • - WINDOW GRID ON INSIDE AND OUTSIDE — SbL GRID METAL STACK RO MATCH ROOFING MATERIAL sTANDING SEAM METAL ROOFING J26'XEXTERIOR WAL LS t3 12 • �r� a 7 O T IWALLS2Xb E� ER SJR w 12 6" HARDIE TRIM 7 2..HARDIE TRIM-- _ HARDI LAP 2" HARDIE TRIM - 00 2.. HARDIE TRIM 4" HARDIE TRIM _ o HARDI LAP — 1E I I - L- 1 E= o � T _ , 4.. HARDIE TRIM . -. CrA SQUARE FT. TABU V 4" HARDIE TRIM Conditioned space 2786 SILL _ SILL Gaffe 652 H R PhEEHHH142 HG. STUCCO _ Covered atio 490 n:4 � I] _ _ _ WALL FOR A/C � Front orch 212 b SCREENING 4" drawn by ARDT TRIM SLH STUCCO GARAGE DOOR checked by SLH SAMPLE FOR MANUFACTURE date INFORMATION DATEscale 1,/411=1 1—0" Lef t Side Elevation project no. JOB SCALE: 1/4"=V-Ol drawing no. of , WINDOW FLA SHING INSTALL "z" FLASHING OVER METHOD "Al-1" (ASTM E 2112-01) STANDARD . ^"'"'' 1X TRIM IF DOOR IS ::•z`` r , ;• NOT COVERED WITH TERMINAL :� °.: OVERHANG OR PORCHCAP WINDOW INSTALLATION METHOD A-1 ,:. 4" LEG + +i ''�6'•;,'.n. IN = ,a.µ,a;',;4'•`,..•., ° LEG l EXTERIOR FINISH - iY INSTALLATION, ' 4" FATHER RESITIVE BARRIER (1IRB) APPLIED p. RB TO THE WINDOW INST 7/16" O.S.B. HEADER FLASHING APPLIED OVLL'R THE FACS' OF THE MOUNTING FLANGE APPROVED HOUSE WRAP HOUSE WRAP 1 1/271 v �'`� - ', "-'.f ,; ,' ,� FOAM DOWN TO DOOR FRAME ESE SEAL WITH WATERPROOF TAPE F'EPEAT TH DRIP EDGE INSULATION STEPS ON SIDE 1X WOOD TIM OF DOOR ;�, _ DOOR FRAME FIBERGLAS SHINGLES OVER 15# 1"-4" C JAMB FLASHING �._ CAULK ANUF. FELTS OVER "7/16 or 15/32" RATED STEPS PER DOOR M ` TcXxR� WEATHER STRIPPING ++ ++ APPLY CONT. SEAL TO THE MOUNTING CHIMNEY PER DOOR MANUF. '�- DOOR STOP SHEATHING ON PRE—ENGINEERED 24 x 2 CONT. f IN WATER SHEDDING FASHION STARTING PER DOOR MANUF, ROOF TRUSSED ® 24" O.C. 3 SEAL THE WINDOW FRAME FLANGES AT THE TOP (HEAD) & SIDES CARDBOARD INSUL. C� AT THE BASE OF THE WALL & WORKING - WEATHER TRIPPING TO OPENING. APPLY A 3/8" (JAMBS) OF WINDOW. EXTEND SEALANT 1/211 PER DOOR MANUF, BAFFLE NOM. DIA. TO THE BACKSIDE AT JAMBS 8 1/2" AB. THE R.O. AT HEAD, TO THE FACE OF THE SHEATHING. (INT) OF THE WINDOW FLANGE, TOWARDS THE TOP, INSTALL THE WRB 1 8 (� - BED JAMB FLASHING INTO SEALANT & � \� STANDARD DRIP EDGE APPROVED HURRICANE IN LINE WITH ANY PRE—PUNCHED FASTEN IN PLACE. (FLASHING GOES ,� APPLY SILL FLASHING A COVER OVER SEALANT) 0 26 GAUGE GALVINIZED CHASE CO E TERMINAL CLIP 0 EA. TRUSS HOLES 4R SLOTS ATTACH WITH GALVANIZED ROOFING NAILS CAP CHIMNEY SECURE WRB APPLY BEAD G SEALANT AT BACK OF CUSTOM MADE TO FIT CHIMNEY ALUM. SAVE DRIP WINDOW FLANGE & SET WINDOW USING AT HEAD PAN HEAD SCREW TO FACILITATE INSPECTIONS PAINTED AT JOB SITE APPLY BEAD OF SEALANT AT SIDE JAMBS. - P.T. 1 x 7 --�-- FLASHING AT HEAD EXTEND 8 1/2". HOLD 1/4" OFF CONCRETE _. �- P.T. 2X6 WD. FASCIA �Ib Qf Q `� JAMB FLASHING BEYOND 26 GAUGE GALVINIZED CHASE COVER a BATT. INSUL. `� 8 f © ®APPLY JAMB FLASHING - ATTACH WITH GALVANIZED ROOFING NAILS C� CEILING -- � 3/8" PLYWD. SOFFIT oo I HEAD FLASHING g APPLY BEAD OF SEALANT AT HEAD THRESHOLD AND CAULK UNDER THRESHOLDw 'f EMBED BOTT. OF THE CUSTOM MADE T(� FIT CHIMNEY WEATHER STRIPPING -' �TM NON- ARDENING SCREENED VENT � PAINTED AT JOB SITE PER DOOR MANUF. f WATERPROOF CAULK 1/2 CLC. B[7, SPEC. SEALANT HEAD FLASHING AGAINST (2)APPLY HEAD FLASHING SLAB STEP DOW TO 1x WOOD FREEZE THE PREVIOUSLY APPLIED —° � � REMOVE PREVIOUSLY APPLIED PAPE OUTSIDE SURFACE 2-2x4 TOP PLATE 3 SEALANT (FLASHING GOES ®ALLOWING WRB TO LAY FLAT OVER HEAD EXT. SIDING 4 �. OVER SEALANT). EXT. HEAD T Y-PICAL CHIMNEY CAPS' 1/2" GYP. BD, s FLASHING BEYOND EA, JAMB FLASHING, APPLY NEW SHEATHING TAPE 00 —VAPOR BARRIER FLASHING FASTEN IN PLACE OVER DIAGONAL CUT SEE DIAGRAM. 'T TYVEK OR EQ. DOOR FLASHING 2x4 wooD STUDS 0 16"o.c, (BRG. WALLS —'BRICK VENEER O f A 00 ONLY) 2 5 6" T` 2 TYPICAL DOOR FL S.HING L ) 9 / - 1 R SHEATHING S RUCT. JAMB FLASHING GRADE. THERMO—PLY OPT. `" SECTIC)N A R-13 BATT. INSUL. EXT. JAMB FLASHING •, � THRU WINDOW JAMB ARRESTER CAP � --�--GALV. METAL WALL. TIES TO OVERLAP SILL FLASHING. �� 9„ EXTEND JAMB FLASHING 8 1/2 SEALANT WOOD BASE 0 18"o.c VERT. @ 18" HORIZ. OVER ROUGH OPENING AT HEAD, ~� SEALANT BEAD —"° TUCK TOP OF JAMB FLASHING � AIR SPACE UNDER THE FLAP OF WRB AT BEHIND MOUNTING _ R F U I R M N TFOR MASONRY VENEER INSTALLATION SEE EnvG. FOR THE HEAD. SEE DIAGRAM. � � z �,�, SILL FLASHING M FLANGE ..�.,. I 4" CONC. SLAB W ANCHOR BOLT SPACING SHIM & ADJUST WINDOW TO ACHIVE SQ., CHIMNEY i ! € / PLUMB, & LEVEL CONDITION. USE 6x6 10/10 W.W.M. OR CORROSION RESISTANT FASTENERS. CRICKET 1 . Masonry veneer anchored to wood or metal framing shall be attached FIBERMESH OVER P.T. 2x4 SOLE PLATE ® FASTEN WINDOWS PER WINDOW MANE. WATERPROOF MEMBRANE SET IN CONT. BEAD -' f SPECIFICATIONS. t- a� oF3 with approved tees and with each tie n more than 2.67sq.ft. OF SEALANT 0 r o WRB q WEATHER RESISTANT BARRIER WRB (2.Osq.ft. In Wind Exp. C), and spaced not more than 18 vert. or hart. CARPET & PADDING WEEP HOLES 24" o.c. r. FLAsxrNG 1,,` AT A 45 DEGREE ANGLE, CAREFULLY CUT THE SEALANT BEAD BETWEEN I i - (note that you cannot use both the max. Vert. and max. hort. spacing, _ _ BARRIER ON A DIAGONAL. GENTLY RAISE THE ;. FLASHING & MOUNTING as this would exceed the above S ft. limitations All anchored veneer Shad `� " — FINISHED FLOOR /10 TOP EDGE OF THE BARRIER UP & TAPE THE FLANGE IC q' ) _ - — —_ woo ,j TOP CORNERS & CENTER TO THE EXT. WRB Com with FBC-8703.7. I_III �IIk III— SURFACE ABOVE ARRESTER CAP p y cn III I i�=l I I—III � z INT.. �I EW w COMPACTED -LLI. �� III— :,. 2. Flashing and weepholes shall be installed at all masonry veneer in FILL ----- VIII—III FINISHED GRADE TOP LEFT CORNER OF WINDOW accordance with FBC—R703.7.5, R703.7.6, 8703.8, and Fig. R703.7 > " 1 li%1iIlIilllll ILL111111 11- = 8 C.M.U. I o z 3. A termite barrier shall be installed to bridge from below the wall sill plate il!=T— ►11=I�. I I II III-1 a I-Ill= I z CONT. FLASHING ONE TA11lKO 3-TAB SHINGLES N to embedment into a mortar joint In the veneer, In accordance with St. Johns IIL�III ; : ' =III=11 I� COURSE AB. GRAGE CHIMNEY I 10'-a" l=Lll= ° 1= - UL CLASS A FIRE RATING: ASTM D 3018, TYPE 1 ROOF 11LASHINC County Ordinance 98- 2, Exh. A. :IIIA -III L►1=III-l11 III-III:_ 1 - " SEE STRUCTURAL k III-III-III III=ill=III-I UL WIND RESISTANCE: ASTM D 3161, TYPE I 4. The 1 clear air space shall be maintained between masonry veneer and wall ENG. FOR SIE 1i=111=111 t11-III-LII III=111. FLASHING DETAILS / FOR/SIZE 11-1�-�I 1=J I I=�-1 11 (11IDDIFIED TO 1'fOMPF�) a sheathing, at all veneer above the base flashing located at wall sill plate. The ,I 111„IIIrYIF11111111FI I�11II,I�1 and space between masonry veneer and foundation, where located below the base � 4 11 or 12 GAUGE NAILS SHINGLE INFORMATION C P y FA TENING flashing, shall be routed solid. See FBC-8703.7. .3 for alternative to fill 1 1/4" LONG 26 GA. GALVANIZED ` w 3/8" DIA. HEAD "'Z" FLASHING this space width mortar" or grout fill. 26 GA GALVANIZED WHERE EXTERIOR BUILDING TYP. ALL SECTION VALLEY FLASHING5. A water—resistant barrier shall be provided in accordance with FBC—B 1404.2 18" WIDE FLASHING PANELS JOIN HORIZONTALY) w at all wood framed exterior walls1/2"'=1!`—01' SCALE: ' TYPI AL CHIMNEY HEIGHTS 26 GA. GALVANIZED 12 5 X 5 ANGLE FLASHING SEE �- , FIBERGLASS SHINGLES (WHERE CHIMNEYS AND NON—STRUCTURAL FOOTERS DETAIL` at DOORS, SHOWERS, GARAGE CONTROL JOINT TYPICAL WALL F.LAS'HINGS ON 15# FELT ELEV. �-_ ' �'✓ OVER 7/16 O.S.B. WALLS MEET ROOF) W1 1/2r" CLIPS 249" WIDE' 26 GAUGE 2X6 FASCIA PRE-ENGINEERED ___� / " OIL VALLEY FLASHING 26 GA. GALVANIZED TRUSSES ® 24 D.C. 7 1 fri O.S.B.osB 2X STUD I HOLD 1/4' OFF CONCRETE AT ALL VALLEYS 2 1/2'" METAL DRIP EDGE INSULATION GRADE "D" 15# R-30 INSULATION /2" DRYWALL FELT & WIRE LATH ROOFING "" ; HOLD 1/2 OFF CONCRETE 3/8, SCRATCH COAT VINYL SOFFIT or 5/8" SHEETROCK 1 1 2 CEILING BOARD P.T. SOLE PLATE --- �l 3/8 BROWN COAT SILL GASKET --• 1/8" FINISH COAT DOUBLE 22 POP PLATE r I FIBERGLAS SHINGLES OVER 15# 1'-4" „ W/ APPROV, HURRICANE CONC. SLAB HEIGHT FELTS OVER 7/16 OR 15/32 RATED ANCHOR AT ENDS OF SHEATHING ON PRE—ENGINEERED 24" x 2"' CONT. EACH TRUSS ---�\ ROOF TRUSSED 0 24" o.c. CARDBOARDINSUL. DRIP SCREED BAFFLE Q CAULK AS REQ. APPROVED HURRICANE / ,-- / 2 3/4" \ CLIP 0 EA. TRUSS / FIN. GRADE / 3 8"' OT $ 8"` FIN, GRADE 8" MIN. BELOW ALUM. EAV DRIP FIN. CONCRETE ` 4" CONCRETE SLAB W/ 8X6 tOG WWM FLOOR / / '' OR FIBERMESH CONCRETE AND EMIL. VISQUEEN VAPOR BARRIER ON CLEAN, COMPACTED, TREATED SOIL (TYPICAL ALL SLAB AREAS) ---•- - MIN. CLEARANCE OF , BATT. INSUL. 3/4 IN. (19 `MM) 5 STUCCO 7/16" O.S.B. C� CEILING WALLBOARD STU CCO 2x STUD i) HOLD 1/4'" OFF CONCRETE „ � P.T. 1x2 METAL TIE 26 GA. GALVANIZED 26 GA. GALVANIZED 32 GA. GALVANIZED INSULATION APPROVED 1/2 CLG. BD. SPEC. P.T. 2x6 WD. FASCIA 1 IN.-AIR SPACE OR 2 1/2" METAL DRIP EDGE 5 X 5 ANGLE FLASHING ""Z"' FLASHING HOUSE WRAP 1/2" DRYWALL 3/8" SCRATCH COAT 3/8" PL.YW . SOFFIT r / 2-2x4 TOP PLATE BUILDING PAPER OR APPROVED—�- 1 IN.—MORTARED SPACE (NOT TO SCALE) (NOT TO SCALE) HOLD 1/2" OFF CONCRETE (l 3/8" BROWN COAT SCREENED ENT P.T. SOLE PLATE 'l sroNE vENEER = ++ WATER—REPELLENT SHEATHING a 1/2" GYP. BD.-- ---- 2x2 WALLBOARD SILL GASKET 1X_ WOOD FREIZE MASONRY VENEER 2x4 WOOD STUDS C� VAPOR BARRIER INSULATION BETWEEN STUDS CONC. SLAB HEIGHT CAULK AS REQ. 16"o.c. (BRG. WALLS TYVEK OR Q. ONLY) 92 5/8" METAL TIE , - DRIP SCREED STUCCO OVER METAL LATH CAULK AS REQ. R-13 BATT. INSUL. OVER 15# ELT OVER 1/2" PLYWOOD BUILDING PAPER OR APPROVED WOOD BASE - WATER—REPELLENT SHEATHING FIN. GRADE METAL TIE FIN, GRADE 8" MIN. BELOW SEE Ef G, OR ANCHOR 4" CONCRETE SLAB W/ 6X6 10C WWM FIN. CONCRETE ' OR FIBERMESH CONCRETE FLOOR 4" CONC. SLAB W/ BOLT SIOAC NG AND 6MIL. VISQUEEN VAPOR BARRIER 6x6 10/10 W.W.M. OR FLASHING ON CLEAN, COMPACTED, TREATED SOIL FIBERMESH OVER - P.T. 2x4 SOLE PLATE Jill— (TYPICAL ALL SLAB AREAS) WATERPROOF MEMBRANE SET IN CO T. BEAD OF SEALANTSTEEL LINTEL STUD AND O.S.B. BEYOND STONE CARPET & PADDING STUD AND O.S.B. BEYOND _ FINISHED FLOOR Id- _M _ - „ WEEPHOLE HOLD O.S.B.1/4" OFF CONCRETE HOLD O.S.B. 1/4" OFF CONCRETE _..--�-- cn STUCCO STOPS 1 1/2" - LI I!I-III--RI Il W 00 BELOW INISH FLR. :.f '..' :. .. . .•,••..4 . ,d.,• . 111=1_11 I Il=1I W/ FD WEEP SCREED " 7/16" O.S.B. : . 2X STUD - HOLD 1/4" OFF CONCRETE COMPACTED 1- I I II I II I ILI I�I > SEALANT r •' . . FI - FINISHE GRADE a y:. ,y INSULATION ( APPROVED LL `= =1II=1I III I r.-ii — F�W I < y LI-1 III=1 I l l 1=1 4 11 I=1 w v , •: ' �- i SCALE 1/z DRYWALL - � .-� HOUSE WRAP 8'" C.M.U. _- III kl I MASONRY VENEER— cn _ " 4 .. W • ■ HOLD 1/2" OFF CONCRETE J LUUw t. HARIE LAP --- IL I 1 1 I- . -III 1-1 I'. 1•� ''' SEE STRUCTURAL ��v� '� ' - 111=1I I ° ' I I ISI I I 1=� ,' " . SHEET FOR STEEL Iz .I' `' ' 114 P.T. SOLE PLATE l SIDING c cn PLACEMENT SEE STRUCTURAL 00 =�-III • • �_I-1 a ,.• SHEET FOR STEEL DATA REVISION SILL GASKET -----� __ I—I((� ° -- I .��• .'• t;' ' PLACEMENT -_III III=111 I I=111 �' 6124107 6124107 CAULK As REQ. I I-�I I I 111-I!1 _1 I I I I 1---1 I I- �..1 y. . . .. CONC. SLAB HEIGHT SEE STRUCTURAL III111=11 L I=J 1' SEALANT ENG, FOR SPACING —III--III=III=111 111 III -111= BUILDING PAPER OR APPROVED I1=1II 111-111 '-'II1=1I1=SII-1 EXTEND SLAB OUT SEE DRAWN 11 II! ill III Ili iii iii N DRIP SCREED WATER—REPELLENT SHEATHING 1 1/2 AT DOORS STRUCTURAL EXTEND SLAB OUT.. SEE CAULK AS REQ. FLASHING AND WEEPHOLES EXTEND 1 1/2" SHEET STRUCTURAL SLHDT WALLBOARD To EACH SIDE OF 2' AT DOORS SHEET DOOR. FIN. GRADE p MASONRY VENEER `` FIN. GRADE 8" MIN. BELOW ] �j ►� C I Sheet FIN. CONCRETE LINE OF MAIN NA_4" CONCRETE SLAB W/ 6X6 10G WWM FLOOR W OR FIBERMESH CONCRETE SCALE: 1/2"=V-0" SLAB BEYOND LINE OF MAIN AND 6MIL. VISQUEEN VAPOR BARRIERFOUNDATION A T SLAB BEYOND ON CLEAN, COMPACTED, TREATED SOIL SEE SHEET SD- 1 F a RFOOTING D E T E A I �.S FOUNDATION AT (TYPICAL ALL SLAB AREAS) \ - SWING DOOR SILLS SLIDING GLASS DOOR Of TYPICAL WALL r LASHINGS SILLS LAP SIDING i L922C 31IIA 03 619-Y Ij N A f Ut) l '�"" I— �+—UD v auD 0 ID SDOL) 90Z6 092 t06 3691 0 1 0 X n C3 �C u C09 3 ing 3AI IQ 39NI JOOW L966 � Ste► U� .,�C C/� � � p� --D s.. (A tn o V � Oil 33WOH 31AIS3 Il N 13H=L () Og LA ID csi IM 0>1** %n 6WA- _ . . V-4 4cc V. 4) 0 c a LC) Q N �, o E .. Z , ,. Co O •-j c a E L — O VA +m v is u U ' VLU z Ll � Z t- wd- ..Via. c� - 0 cm GL. 00 w c � t3 -0 0 �o z 4 L u - > ..� & EINC 3 � .� ► � L 'o ' V /�' O �'' tea ti i .► O ir) u 0 V O cm co � �, �' s cai ei- oto _ _ � o 4� � � � ° � '� t 21.2 J .. ! cn L i. 42 3 04 E ,9'69CO . } V4, LuI ti Cn d- d 4- 'o C3 0� J in W GGcoK 8 00 p) ' 4— J M .o * M n.. -p- 2o� CS m 2 + .4 4 x IC E Z Wk) uj ° o +- 11 4t CM 4- 3t L U J M N zV-4 '� M .�,4- 061tA VFL `J C ° a -7 w- U.J 15. 0 -i 6 t %n r. U- O _ f CB'6i ' E 8 9 ,c O • z i �r u \O Un zLZ > In p v .� y �� ~' _ �"` U y°O- 43 Lij N to c r oo c O / N O _ W p f.Y _ 'o . 0 _ } O 4 h ti 0 ,Q do to 0 O a� U- p W V I— L,Lij WLIJ _ o A ._ 48 0 0.0. CL m v) :_ 0 Uj a2 V) Ci c Q V F- 1. Q ." c C -0 �. ai 4- ° .-. of z LU fj CL OC 0 i- W •L C3 .. d o O H '" o io. L _ _ p� L V CL4 j Q c 4- X ` c u Q � t Sao Q' DL � ° o o � Q 0 u c V') J I- o 2 0 r� r DESIGN SPECIFICATIONS: GENERAL NOTES: 8. All concrete slabs on grade shall be the thickness as indicated on the drawings over ULSBERG Project has been designed in accordance with the 5th Edition(2014) Florida Building 1. The scope of these plans is limited to the structural'requirements of this project. minimum 6 mil.polyethylene(visqueen)vapor barrier.Slabs shall be reinforced with Architectural,civil(site),electrical,mechanical(plumbing and HVAC waterproofing, 6x6 W1.4x1.4 WWF lapped 8"at edges and ends in conformance with ASTM-A 185, ENGINEERING, INC. Code,Residential,and the Florida Building Code,Existing Building(as applicabl ). ( ) (p g )' and flashing requirements are not addressed in these plans. or fibermesh reinforcement shall be used with a minimum fiber length of 2'to 2" 0 11481 OLD ST.AUGUSTINE RD.,SUITE#202 DESIGN CRITERIA: complying with ASTM C 1116. The dosage amount shall be 0.75 to 1.5 pounds per JACKSONVILLE,FL.32258 2. It is the intent of the Engineer of Record(Engineer)that this work be performed in cubic yard in accordance with manufacturer's recommendations. P:904.886.2401 F:904.260.4367 Wind Design Method ASCE 7-10 conformance with all requirements of the authorities having jurisdiction over this type L5 jhulseng@bellsouth.net g of construction and occupancy. 9. Slabs on grade shall bear on structural fill which shall be clean sand free of debris and FLORIDA C.A.NUMBER:25846 Basic Wind Speed: 130 mph Building Risk Category: II other deleterious material.Structural fill shall be compacted to a density of at least Wind Exposure: C(Enclosed Structure) 3. The contractor is responsible for the means and methods of construction. It is the 95%of the Modified Proctor Maximum Dry Density(ASTM D1557).Fill shall be treated y Building Classification: Residential contractor's sole responsibility to determine the procedure,sequence,and temporary with termite poison before slab is placed. Building Type: Type V Construction bracing as to insure the safety of the building and its component parts during Wind-Borne Debris: NOT located in the wind-borne debris region construction. 10. Footings may bear upon undisturbed soil or upon structural fill. Structural fill shall be compacted to a density of at least 95%of the Modified Proctor Maximum Dry Density R..Y k Unless otherwise noted project site considerations shall be the responsibility of t e 4. The contractor shall verify all conditions and dimensions at the job site prior to (ASTM D1557)for a depth of at least two feet(2'-0")below the bottom of the footing. `J��•• +~ �'' U •,' j� , j P owner and/or contractor. Examples of such items include,but shall not be limitec to, commencing work. determination of grade elevations,drainage features,and special requirements 11. The following minimum concrete cover shall be provided for reinforcement: associated with FEMA flood hazard and/or DEP zones. 5. The contractor shall supply,locate,and build into the work all inserts,anchors,angles, 3" Concrete cast against and permanently exposed to earth m plates,openings,sleeves,hangers,slab depressions,or other components as may be 2" Concrete exposed to earth or weather n y 2 + � DEAD LOADS: required to attach and accommodate other work. 1 '/2'Concrete not exposed to earth or weather *,,��qT % 07-30-15 : DESIGN J FMHULSSIRG, Floors: 6. All details and sections shown on the structural drawings are intended to be typical 12. All continuous reinforcing steel in concrete shall be lap-spliced with the following FL'PE No.-Al The design floor dead load of 12 psf assumes a floor system utilizing wood decki g or and shall be construed to apply to any similar situation elsewhere in the work except minimum lengths: � wood subflooring over wood truss,wood I-joist,or solid sawn lumber framing. Tt e floor where indicated otherwise. #4 bars: 21"minimum ENG� ��.�'°i covering is assumed to be carpet,vinyl,wood or ceramic tile. The Engineer shal be #5 bars: 26"minimum notified if the floor coverings differ from the noted assumptions 7. Refer to the structural drawings for all structural details and sections. The contractor #6 bars: 32"minimum • shall contact the Engineer for clarification in cases of conflict between the structural m m Roofs: drawings and any drawings prepared by others prior to commencing work. 13. Reinforcement in footings shall be bent around corners or corner bars shall be used. Metal or Shingle: 10 psf(Rafters)7 psf(Wood Truss) 0 Concrete or Clay Tile: 15 psf 8. It is the owner's and/or contractor's responsibility to obtain a soils exploration report. 14. The contractor shall provide spacers,chairs,bolsters,etc.,necessary to support The design of the project structure assumes an allowable soil bearing capacity of reinforcing steel.Support items which bear on exposed concrete surfaces shall have Refer to Architectural Plans for Roof Covering System g pp p E 2000 psf. The Engineer shall be notified if soil conditions encountered differ from the ends which are plastic tipped or stainless steel. noted assumptions. All requirements for site preparation and soil compaction DESIGN LIVE LOADS: specified in the soils report shall be followed unless more stringent requirements are MASONRY: Floors: specified in these plans. Exterior Balconies: 40 psf General: Exterior Decks: 40 psf CONCRETE: s Stairs: 40 psf(or 300 Ib point load) 1. All masonry work shall be in accordance with"Building Code Requirements for Garages: 50 psf(or 2000 Ib point load) 1. All concrete work shall be in accordance with"Building Code Requirements for Masonry Structures,"ACI 530-11,and Specifications for Masonry Structures,"ACI All Other Areas: 40 psf Structural Concrete,"ACI 318-11,and"Specification for Structural Concrete,"ACI 301. 530.1-11 9 W Attics: 2. All concrete shall have the following minimum compressive strength at 28 days: 2. Grout shall conform to ASTM C476 with minimum 28 day compressive strength of Without Storage: 10 psf Slabs on grade,footings,and misc.concrete: fc=2500psi 2000 psi per ASTM C1019.Grout shall be mixed to provide a slump between 8"to 11". With Limited Storage: 20 psf Structural slabs,walls,beams and columns: fc=3000psi With Storage: 30 psf(fixed stair access) Designated radon zones only-all concrete: fc=3000psi 3. Mortar shall conform to ASTM C270 and be Type M or S. Type N mortar may be used in brick veneer. Roofs: 3. Cement shall conform to"Specification for Portland Cement"(ASTM C150) 2 Less than 4:12 slope: 20 psf4. The contractor shall,be responsible for the design and installation of all flashing. 4:12 slope or greater: 16 psf 4. Aggregate shall conform to"Specification for Concrete Aggregates"(ASTM C33) CLIENT: Concrete Masonry(CMU): R SOUTHERN LIFESTYLE HOMES DEFLECTION CRITERIA: 5. Water shall be clean and free of injurious amounts of oil,acids,alkalis,salts,organic material or other substances that are_deleterious to concrete or steel reinforcement. 1. Concrete masonry units(CMU)shall be ASTM C90-11 B,Hollow Load-Bearing t PROJECT: Walls: Concrete Masonry Units,normal weight,with a minimum compressive strength of 6. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the 88 ATLANTIC BEACH Wind loads with plaster or stucco finish: U360 g 1900 psi(fm=1500 psi). Wind loads with other brittle finishes: U240 structural drawings.All reinforcing details shall conform to"Details and Detailing of o COUNTRY CLUB(2786) Concrete Reinforcement,"ACI 315 unless detailed otherwise on the structural 2. All continuous reinforcing steel in mason shall be la sliced with the following m JOB NUMBER: COUNTY: Wind loads with flexible finishes: U120 or L/180* 9 masonry lap-spliced g15- DUVAL *USCALE: 180 for exterior walls with interior gypsum board finish. drawings. minimum lengths: ` Floors: #4 bars: 20"minimum � " 1'-0"(U.O.N. ) Live Load: U480* 7. Tolerances for foundation and slab alignment as well as placement of reinforcement #5 bars: 25 minimum E 1 = * shall be in with"Standard Tolerances for Concrete Construction and DO NOT SCALE THIS DRAWING n accordance Total Load: U240 #6 bars: 30"minimum RELEASE DATE. * M Increased floor stiffness may be required by floor covering manufacturer Materials,"ACI 117Footing oong or slab edges may be up to 1/2 inside of the sill plate. z 07-30-15 3. Grout all cells containing vertical reinforcement in 5'-0"maximum lifts. m REVISIONS` Roofs: Live Load: U240 4. Provide cleanouts per ACI 530.1-11 in the bottom course of masonry when the wall height exceeds 5'-0". DRAWN BY: Total Load: U180 REVIEWED ORIL"Q ,Aj W CMF 5. Beam reinforc �nLro ORAW .1 ECCE N i 1C BEACH CHECKED BY: JKH SEE PERMITS FOR ADDITIONAL w� s TITLE: REQUIREMENTS AND CONDITIONS a` SHEERA o NOTES R EWER DATE f 2 20SHEET: S_1 W12L r Clay Masonry(Brick): 13. Fasten plies of 1 %"wide engineered lumber as follows: WINDOW,DOOR AND SOFFIT PRESSURES: ULSBERG 2-ply beams with(3)rows of 0.131"x3'/4'nails @ 12"o.c. 1. Brick shall conform to ASTM C62,C216,or C652 for Building Brick,Facing Brick,and 3-ply beams with(3)rows of 0.131"x3'/4'nails @ 8"o.c.(each side) 1. All window,door and soffit assemblies shall be designed to withstand the design ENGINEERING INC. Hollow Brick,respectively. Grade SW shall be used. 4-ply beams with(2)rows of Simpson 6%"long SDW screws @ 12"o.c. pressures indicated below and shall be installed in accordance with the manufacturer's ' requirements. 9 11481 OLD ST.AUGUSTINE RD.,SUITE#202 - JACKSONVILLE,FL.32258 2. Brick veneer shall be anchored with approved ties spaced no more than 16"o.c. STRUCTURAL STEEL: P:904.886.2401 F:904.260.4367 vertical and 16"o.c.horizontal. Additional ties shall be provided around all wall w ]nuisen9@bellsoutn.net openings greater than 16"in either direction,and shall be spaced no more than 36' 1. Structural steel shall conform to AISC Specifications for Design and Fabrication and m FLORIDA C.A.NUMBER:25846 o.c.and placed within 12"of the openings. Erection of Structural Steel for Buildings(latest editions). o a.Welded connections: AWS D1.1 0 3. Strand wire veneer ties shall not be less in thickness than No.9 gage wire and she II b.Structural steel shapes,plates: ASTM A36 N have a hook embedded in the mortar joint. Sheet metal ties shall not be less than o. WIND PRESSURES ON WINDOWS, DOORS & c.Structural steel pipe: ASTM A53 or A501 n 22 gage by 7/8"corrugated and fastened with 1 %"galvanized roofing nails. d.Structural steel tubing: ASTM A500 / 3 °o�`` `�i, Adjustable or strand wire veneer ties shall be used at CMU walls. SOFFITS 1pSf� N (,RE� '' 2. All structural steel connections and fabrications shall comply with AISC specifications. `°,/.•'' OC•''•. (� `s 4. Unless otherwise noted on the plans,a steel angle L4x4xl/4 shall be used for AREA OF OPENING EDGE STRIP(5) INTERIOR ZONE (4) �/S•;t'�''; supporting brick veneer over openings. This angle will not be required for arched 3. Steel shop drawings shall be provided to the Engineer for approval prior to fabrication. Pos Neg Pos Neg "` � :03 windows where brick is self-supporting. If the length of the opening exceeds 6-0"then d p3��2 ,gym= the steel angle shall be attached to the wood framing with %8'x 3"lag screws @ 12" 4. Holes required for bolted connections may be drilled or punched. Flame-cut holes 0 to 20 sf 22.1 -29.5 22.1 -23.9 o.c.or Simpson%4"x 3"SDS screws @ 12"o.c. shall not be used. 20.1 to 50 sf 21.1 -27.5 21.1 -23.0 30 15 ' G ., .. 50.1 to 100 sf 19.8 -24.9 19.8 -21.7 FRE ^LSBF*R* E� WOOD FRAMING: 5. Bolts shall be installed to the snug-tight condition-u.o.n. ', •., E No.3�?52 100.1 to 200 sf 18.7 -23.0 18.7 -20.6 ,eE•.y•• C 1. All wood framing has been designed in accordance with"National Design Specifi 3tion 6. All structural steel shall be shop-painted with SSPC Paint 15(red oxide)primer. Prior 200.1 to 500 sf 17.8 -20.9 17.8 -19.6 a G (NDS)for Wood Construction, 2012 edition. to painting,steelwork shall be cleaned per SSPC SP-6 Commercial Blast Cleaning". Soffit Design Pressure 22.1 -29.5122.1 -23.9 1 Base Design Pressure 18.70 GCpi=t0.18 0 2. Southern Yellow Pine member design incorporates design values for all sizes and 7. SSPC Paint 36(polyurethane)shall be applied as the final coat to all structural steel grades of visually graded Southern Yellow Pine dimension lumber per"Supplement surfaces exposed and visible to the exterior of the structure. No. 13 to the 2002 Standard Grading Rules for Southern Pine Lumber,"published by the Southern Pine Inspection Bureau(SPIB). 8. Field touch-up after installation where required to restore final finish. 0 m 3. All wood members exposed to weather or in contact with masonry,concrete or soil HARDWARE AND ANCHORS: - E shall be treated with an appropriate preservative suitable for the exposure conditions. TYPICAL EDGE STRIP(5 1. All framing anchors and connectors shall be manufactured by Simpson Strong-Tie, a=6.3' 4. If ACQ treatment is used on any wood member,then all nailing shall require United Steel Products(USP), or Engineer approved equal. hot-dipped galvanized nails meeting ASTM Al 53,Class C,or ASTM B695,Class 50. TYPICAL INTERIOR ZONE(4) If borate treatment is used then galvanizing is not required. 2. All anchor bolts and threaded rods shall be in accordance with ASTM A307 or ASTM 0 F1554,Grade 36. I 5. Prefabricated wood trusses shall comply with NDS and"National Design Standard for Metal Plate Connected Wood Truss Construction(TPI 1-07)." 3. All metal connectors and hardware which are exposed to the exterior or in contact with ACQ pressure treated lumber shall be Type 316 stainless steel or galvanized per 9 6. All trusses shall be designed by the Truss Manufacturer's registered Engineer. ASTM Al 53,Class C,or ASTM 8695,Class 50. m 7. The Truss Manufacturer shall submit shop drawings and design notes with a 4. Anchor adhesives shall be either SET-XP or AT-XP by Simpson Strong-Tie(with h rated load II according to the manufacturer's instructions. '''''''''.' . "• r registered Engineers seal for approval. Design notes shall Include the Florida Product Approval)and installed acro g •••••••• •• • capacity of the truss to truss connectors,and the manufacturer's license to fabricate Holes shall be cleaned of all debris and brushed out prior to installation of anchor trusses utilizing the connector system proposed.The contractor shall approve adhesive. :: g fabrication and installation drawings showing size,shape and layout. ROOF COVERING: m CLIENT: 8. Jobsite handling and erection,including temporary bracing,during installation of SOUTHERN LIFESTYLE ME ................. SO YL HOMES trusses shall comply with TPI/WTCA BCSI 1. 1. The contractor shall be responsible for the design and installation of the roof covering : : m system. - •....... ..• PR E 9. All prefabricated wood trusses subjected to uplift conditions shall be securely fastened of CT: ._... t to their supporting walls or beams with metal connectors as noted in the Truss 2. Asphalt shingles shall comply with ASTM D3161 and be installed according to the s 88 ATLANTIC BEACH Connection Schedule. manufacturer's requirements. o COUNTRY CLUB(2786) JOB NUMBER: COUNTY: 10. All gable ends shall be balloon framed or braced in accordance with the applicable3. Clay and tile roofs shall be installed per the"Concrete and Clay Roof Tile Installation :••••• .. DUVAL detail as shown in the structural drawings. Manual,"and the manufacturer's requirements. GALE. )/811 =1'-011(U.O.N.) 11. Guardrails,handrails,and guard in-fill components(Balusters and Panel Fillers)s all 4. Standing seam metal roofs shall comply with ASTM E1514 and be installed according :: s Do NOT SCALE THIS DRAWING be provided by others. to the manufacturer's requirements. _ ;'•'.'.'• RELEASE DATE: ............ 07-30-15 12. Engineered lumber(LVL,Parallam or LSL)shall meet the following minimum material 5. The contractor shall be responsible for the design and installation of all metal flashing REVISIONS: specifications: and valley material. LVL or Parallam LSL c E=2;000,000 psi E=1,550,000 psi DRAWN BY: CMF Fb=2,600 psi Fb=2,325 psi Fc=750 psi Fc=900 psi N CHECKED BY: JKH Fv=285 psi Fv=310 psi I TITLE: GENERAL NOTES W SHEET 2 of 2 SHEET: o S_2 L 63-0" T T 10'-0" 17'-6" 16'-6" 19'-0 V" L S B ERG - - - - - - - - - - - - - - - - - - - -- - - - - - STEMWALL — — — — — — ENGINEERING, INC. — — — — — — — — — — — — — — — — — — I 11481 OLD ST.AUGUSTINE RD.,SUITE#202 m JACKSONVILLE,FL.32258 P:904.886.2401 F:904.260.4367 I 24"x 24"x 12"PAD FOOTING I Ijhulseng@bellsouth.net = -� WITH(2)#5 EACH WAY(TYP.) ca ( I o I I I I ( I rn w FLORIDA C.A.NUMBER:25846 „ SEE DETAIL E"ON SD-1 o .� N 1 E 13'-11 „ 2 ,-4" " 18-62 4,_8„ 10'-6" 3'-10 PROVIDE G �``�``!® ' $1 op _ I I RECESS FOR E- 1 Vf� ' �— — — — � — - - - - - - - - SHOWER I aoNSD-2,F = Ni- j rn o 1 I R HUL G,P�� m I " 3152 r.•- SD-1 Y^BI � I o COMMEN � rrrerrrr ` `� I I ql EN Gt; ��"I-, �, I I I I I I <<rrrgrrrttuuturEt��, I I m o 4"CONCRETE SLAB WITH 6x6 W1.4x1.4 WWF m I I I OR FIBERMESH OVER 6 MIL VAPOR BARRIER II COVERING CLEAN,COMPACT,TREATED FILL coCC, C> H I I I B E I M a. SD-2 I D-1 OF 11 I o I CD SD-2 I I 16l, I I W 10'-0"—i rt7'-6" 30'-8" I I = 14'-4"co I 3 C? l l I I I I I I N N Lo _.,–PROVIDE D ( I I I RE ESS FOR SD-1I ( " SH WER - I I I I CLIENT: I I Y o I I = I I I I SOUTHERN LIFESTYLE HOMES L— - - - - - - m M I CJ-SUGGESTED CONTROL JOINT PROJECT: LOCATIONS(SEE DETAIL"T"ON SD-2) 88 ATLANTIC BEACH COUNTRY CLUB(2786) N I I m o I I I I CONTRACTOR SHALL VERIFY ALL DIMENSIONS „ I C N JOB NUMBER: COUNTY: 81-3T." J I I I I I I USING FINAL APPROVED FLOOR PLAN PRIOR 15-1036 OLIVAE �n2�, I I TO CONSTRUCTION. 2 SD-2 I I o O I , SCALE: „ cl? " I I I E 811 =1-0 (U.O.N.) K I I p I I $ DO NOT SCALE THIS DRAWING SD-2 EMBEDDED STRAP ATE EACH I I U' _ _ _ J GARAGE DOOR OPENING �I I RELEASE DATE: 07-30-15 C? SEE DETAIL"F"ON SD-1 REVISIONS: N I I t S I I - - - - - - J I DRAWN BY: CMF M I I 2 K ao 0 0 12'4" 6'-6" — — — —1 "— — — I CHECKED BY: JKH —1- - - - - - - I I" — o c TITLE: N - - - - - - - - - - - - - - - - - - - - - - FOUNDATION PLAN — — — — — — — — — " �, 24"x 24"x 12"PAD FOOTING 101-0" 19-8a 11-8 7'-1 0" 13-10" WITH(2)#5 EACH WAY(TYP.) N SHEET: 63'-0" SEE DETAIL"E"ON SD-1 FOUNDATION PLAN o S_3 J r NOTES: ULSBERG EACH REAR POST SHALL BE TREATED = = = = _ — — — 1) ALL FIRST FLOOR EXTERIOR WALLS SHALL BE ENGINEERING, INC. 6x6 POST ON ABU66-Z POST BASE (3)2x12 PORCH BEA — (3)2x12 PORCH BEAM III CONSTRUCTED WITH 2X6 SPF No.2 STUDS 16"O.C. - 11481 OLD ST.AUGUSTINE RD.,SUITE#202 STRAP POST TO EACH BEAM ABOVE WITH E @ JACKSONVILLE,FL.32258 SD-7 FOR PLATE HEIGHTS UP TO 10'-1 Ya"-U.O.N. P:904.886.2401 F:904.260.4367 (1)H6-Z CLIP OR(1)MSTA24-Z III jhulseng@bellsouth.net TYPICAL ALL POSTS-(U.O.N.) m III=�¢ 2) ALL FIRST FLOOR INTERIOR BEARING WALLS SHALL BE FLORIDA C.A.NUMBER:25846 SEE DETAIL"F"ON SHEET SD-7 \w NOTE: m —A18 CONSTRUCTED WITH 2X4 SPF No.2 STUDS @ 16-O.C. o THIS OPEN PORCH CEILING REQUIRES A IIIA CFOR PLATE HEIGHTS UP TO 10'-1 Ya"-U.O.N. 0 (2)2x6 BUILT-UP/ € MINIMUM a"SHEATHING.FASTEN WITH 6d a COM OR BOX NAILS AT 6"O.C.ON EDGES III N POST(MIN.) 3) THE FIRST FLOOR EXTERIOR WALL FINISH IS :t AND 12"O.C.IN THE FIELD FLEXIBLE (SIDING)-U.O.N.NOTIFY ENGINEER OF SD-7 SW-3_: :: SW-3 : m ��•``` , y ' — ANY VARIATIONS. �j { ' (2)2x6 HEADER — SW-3 / / Em Is ..... ....... SW-3 c ? «IO-15 P .. !�� REY U AERG, E, ' E No. 52 M .. Mmm; .0A/��,I cn m ��u�rrruutunai\\ GARAGE DOOR NOTES 1. INSTALL U MSTA30 STRAP AT EACH END . . :: OF GARAGE DOOR HEADER.NAIL STRAP o INTO HEADER AND JACKS BELOW. cn E 2. EMBEDDED STRAP AT EACH END OF GARAGE DOOR OPENING SEE DETAIL"F"ON SD-1 III . ... .'.'.'.'.'.'.'.'.'.'.'.'. :.:::. MI . ' ) :: ' : ............ SHEARWALL LEGEND: U)� :: m II .......... = NON-BEARING WALL BEARING WALL SW-6 .......•.. ....... o = SHEARWALLS FASTENED WITH 8d COM(0.131"x 2 Y")NAILS @ 6"O.C.ON EDGES AND 12"O.C. ON INTERMEDIATE SUPPORTS. r, GARAGE DOOR IHALL — — — �� BE RATED FO A ••''•''•'••• :: = SHEARWALLS FASTENED WITH CLIENT: m' ................. _ 3 SOUTHERN LIFESTYLE HOMES MINIMUM DES N :: 8d COM(0.131"x 2.Y2')NAILS @ PRESSURE III 3"O.C.ON EDGES AND 12"O.C. ` I 23.6 psf± " .•..................• ON INTERMEDIATE SUPPORTS. r PROJECT: ..................... :: 88 ATLANTIC BEACH ......••••......... " SBS = SHEATH BOTH SIDES OF WALL0 "= COUNTRY CLUB(2786) (2)2x12 HEADER AT INDICATED SHEARWALL w y JOB NUMBER: COUNTY: U o -0 2J 2K Y �, . . .................. . 15-1036 DUVAL w `V 0 "- o :CL (2)2x6 HE�4DER III NOTE:ALL EXTERIOR WALLS SHALL BE "SW-6"U.O.N. SCALE: N o L U) 1J :2K :: III (2)2x8 HEADER o �" =1'-0"(U.O.N.) N N w � NI : :: :: 1J 1K WOOD FRAMED HEADER LEGEND: 8 DO NOT SCALE THIS DRAWING ¢ w ? a ........ : . SIZE RELEASE DATE: m :................... __. OF HEADER 07-30-15 REVISIONS: NOTE: 2 2x HEADER ¢ ¢ zE. : EACH FRONT POST SHALL BE TREATED wo Y U) � - wo 2)2x6 BUILT-UP SD_7 4x4 POST ON ABU44-Z POST BASE J K ¢ N W o w w +' _ POST MIN. DRAWN BY: Lu 0 0 of (MIN.) STRAP POST TO EACH BEAM ABOVE WITH QUANTITY UANTITY W CMF = 0 Z) a _ _ — ( ( ) OF JACKS OF KING STUDS 2 CHECKED BY: 0, o m 1)H6-Z CLIP OR 1 MSTA24-Z X w ¢ w NI E SW-3 SW-3 TYPICAL ALL POSTS-(U.O.N.) _' JKH `4 0 w — m SD-7 (#)2x##PORCH III ¢ w z a n 8 TITLE: m BEAM�YPICAL� _ _ — SEE DETAIL F ON SHEET SD-7 NOTE: —® — NOTE: WALL LAYOUT THIS OPEN PORCH CEILING REQUIRES A ALL WOOD FRAMED LOAD BEARING HEADERS SHALL BE MINIMUM(2)2X6 No.2 OR BETTER W SW-3 SW-3 MINIMUM%"SHEATHING.FASTEN WITH 6d A SHEET: WALL LAYOUT COM OR BOX NAILS AT 6"O.C.ON EDGES SYP.INSTALL MINIMUM(1)JACK AND sS-4 AND 12"O.C.IN THE FIELD (1)KING STUD AT EACH HEADER(U.O.N.) J L r C) ULSBERG o _ o ,G° ENGINEERING, INC. J 0 00 11481 OLD ST.AUGUSTINE RD.,SUITE#202 III JACKSONVILLE,FL.32258 P:904.886.2401 F:904.260.4367 CDw jhuIseng@bellsouth.net J04 21 FLORIDA C.A.NUMBER:25846 l _A18 = 0 III HTS24 AT7 A16 TRUSSA14- a �te�t�uuusiuyr�tl tint ��f •♦¢sssra�•••• I 07 �, ''�1' 07 30-15 TRUSS CONNECTOR SCHEDULE �•�'� JFF N U I ERG, E PB15A. A06 TRUSS ID LEFT INTERMEDIATE RIGHT F I� s :: . • H2.5T OR H2.5T OR m, ••••••"'••- A A03-A09 (2)H2.5T ' � �#G1d SDWC 15600 SDWC 15600 �y''�nrrrl►ite�a�un�+�'��t�4�'' Ang H2.5T OR H2.5T OR A18 SDWC 15600 HTS24 SDWC 15600 s PB1 5A A06 H2.5T OR H2.5T OR .. A19 HTS24;(2)H2.5T :: 2)H2.5T A05 SDWC 15600 SDWC 15600 € .......••.,,.,. . AT TRUSSES CO2 (2)H2.5T (2)H2.5T (2)H2.5T AT TRUSS PB15A A03 C'p o """"""""' H2.5T OR H2.5TOR H2.5TOR J0 .. ........... . : ........ . : ................. ..... ALL OTHER TRUSSES SDWC 15600 SDWC 15600 SDWC 15600 c� . .................. 'PB'15A A04 II NOTE: 1)ALL TRUSS CONNECTORS ARE BASED ON 4 UPLIFTS COMPUTED BY ENGINEER OF RECORD. UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS PB15A A04 SHALL BE DISREGARDED. IPB1 5A 4 2)THE TRUSS LAYOUT AND NUMBERING SYSTEM • SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER. J07DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR17 PB1 5A A04 APPROVAL BY THE ENGINEER OF RECORD AND THE m CONTRACTOR. PB15A A04 J04 "''''''''' ''''' "''''''' ' Ti A03 3)TRUSS CONNECTORS NOTED SHALL BE INSTALLED CLIENT: AS LISTED.DO NOT SUBSTITUTE WITHOUT PRIOR SOUTHERN LIFESTYLE HOMES II PB15A A03 APPROVAL OF THE ENGINEER OF RECORD. J00 ... ... 1 ) SEE SHEET SD-8 FOR INSTALLATION DETAILS PROJECT: s 88 ATLANTIC BEACH CD (2)H2.5T :"""""' ""': """""""""'•A ""' WHEN USING SDWC 15600 SCREW o COUNTRY CLUB(2786) AT TRUSS All JOB NUMBER: COUNTY: Q. 15-1036 DUVAL SCALE: Y8" =1'-0"(U.O.N.) g DO NOT SCALE THIS DRAWING RELEASE DATE: .................... ._ 07-30-15 REVISIONS: X19 =77 -* I HTS24 AT (2)H .5T ....•801 •••• ••• ••••••• TRUSS AT TRUSS DRAWN BY: 1 CMF W B01 T CHECKED BY: JKH III -0 TITLE: 11 AL ROOF TRUSS LAYOUT J00DO w Off` o o �Cp ; SHEET: ROOF TRUSS LAYOUT _ S-5L ULSBERG NOT _ _ _ _ _ _ _ _ ENGINEERING, INC. EACH REAR POST SHALL BE TREATED 6x6 POST ON ABU66-Z POST BASE - E - STRAP POST TO EACH BEAM ABOVE WITH III � 11481 OLD ST.AUGUSTINE RD.,SUITE#202 SD-7 � JACKSONVILLE,FL.32258 P:904.886.2401 F:904.260.4367 (1)H6-Z CLIP OR(1)MSTA24-Z III W jhulseng@beilsouth.net TYPICAL ALL POSTS-(U.O.N.) III FLORIDA C.A.NUMBER:25846 D72-Z HOEDOWN SEE DETAIL"F"ON SHEET SD-7 H AT SILL X18 = 0 III 5 1)SDWC SCREWS III HOLD WN TOP AND BOTTOM a E NO SDWC SCREWS REQUIRED @ 16"O.C.(TYPICAL-U.O.N.) ``,``��z►►nu►rJrrrr�r�� 141 .. .. .. _- • � y�v�• . .... ....... : : NOTE: H TT5 �rs . F- -- SD 5 0 , m o :: HOLDOWN N K z TT5 SDS TT5 1) ATTACH STUDS IN WALLS BEARING ROOF © . Sr 07-30-15 ; a :HOLDOWN :: HOLDOWN o -0;� EFfif i' ULSBERG"P LOADS TO PLATES TOP & BOTTOM WITH 78 ��, FLP 33152' 00 ; ;; ; ANCHOR BOLTS @ 24 O.C. SIMPSON SDWC SCREWS @ 32" O.C. (U.O.N.)00 '•��.,, � U :: m 'I0�!!J/llllpgftlfl�'lfEt�►��,� to TT5 2) SEE DETAILS ON SD-8, SD-9, AND SD-10 FOR HOLDOWN TYPICAL SCREW INSTALLATION . ..................... . - 3 . ........ .............. . .. w `o 3 SCREWS MAY BE INSTALLED ON LONG (2)SDWC SCREWS .. ) E TOP&BOTTOM TT5 OR NARROW FACE OF STUDS HTTS HOEDOWN III HOEDOWN s o . ........................................ :. po O z m d ..•....•...... •. •.•.•.•.•. - 3 Q J U IIF- � ~ a LU d w 72 IIU O ............. N t a iu v_ CLIENT: N2 SOUTHERN LIFESTYLE HOMES III SD-5 THREADED ROD LEGEND: HTT5 .......... r PROJECT: HOLDOWN c� :: • = e"THREADED ROD FROM g 88 ATLANTIC BEACH SDWC SCREW o""'"' "' " ': """"""""" FOUNDATION TO DOUBLE PLATE. T COUNTRY CLUB(2786) .......... (4"MINIMUM EMBEDMENT REQUIRED) TOP&BOTTOM 3 z d ; JOB NUMBER:15-1036 Ic"":DUVAL U ; ; O = %"THREADED ROD FROM ` Z o N III FOUNDATION TO UPPER SCALE: �� -1'-0"(U.O.N.) co o v FLOOR DOUBLE PLATE. m n. $ DO NOT SCALE THIS DRAWING sD-5' II GARAGE DOOR NOTES ; ; (4 MINIMUM EMBEDMENT REQUIRED) RELEASE DATE: v� � ............. 07-30-15 1. INSTALL 1 MSTA30 STRAP AT EACH END a = = 2)SDWC SCREWS ❑ w (� O = HOLDOWN(AS NOTED) m REVISIONS: OF GARAGE DOOR HEADER.NAIL STRAP ~ TOP:&BOTTOM INSTALLED AT SILL PLATE INTO HEADER AND JACKS BELOW. ••—�1g TT5 " """""""" E = HOLDOWN(AS NOTED)INSTALLED 2. EMBEDDED STRAP AT EACH END OF GARAGE HOLDOWN SD-7 AT SILL PLATE.COUPLE MINIMUM%"0 DRAWN BY: DOOR OPENING SEE DETAIL"F"ON SD-1 z o ROD TO HOEDOWN ANCHOR AND W CMF E TT5 NOTE: CONTINUE TO DOUBLE PLATE ABOVE. y CHECKED BY: JKH SD-7 HOLDOWN III EACH FRONT POST SHALL BE TREATED TITLE: ® = = = = = = 44 POST ON ABU44-Z POST BASE O = HOLDOWN(AS NOTED)INSTALLED _ TIE-DOWN LAYOUT STRAP POST TO EACH BEAM ABOVE WITH AT SILL PLATE.COUPLE MINIMUM%"0 (1)H6-Z CLIP OR(1)MSTA24-Z ROD TO HOLDOWN ANCHOR AND TYPICAL ALL POSTS-(U.O.N.) CONTINUE TO UPPER FLOOR H SHEET: TT5 TT5 TIE-DOWN LAYOUT o S-6 HOEDOWN HOEDOWN SEE DETAIL"F"ON SHEET SD-7 DOUBLE PLATE ABOVE. r ULSBERG BRICK VENEER WITH 1"AIR SPACE AND WALL TIES BRICK VENEER WITH 1"AIR O 1 #5 CONT. '� SPACE AND WALL TIES Q ENGINEERING, INC. CONT.FLASHING;PROVIDE WEEP HOLES FILL JOINT WITH ELASTOMERIC SILL PLATE 11481 OLD ST.AUGUSTINE RD.,SUITE#202 @ 33-O.C. CONT.FLASHING;PROVIDE SILL PLATE JOINT FILLER "! n m JACKSONVILLE,FL.32258 GROUT AIR SPACE BELOW FLASHING X WEEP HOLES @ 33"O.C. CONCRETE SLAB z HEIGHT OF CURB VARIES(8 SILL PLATE a 6"MIN. MAX.) P.904.886.2401 jhuIeng@bell 00 th.60.4367 CONCRETE SLAB Lu GROUT AIR SPACE BELOW _ 00 - N ILL FLASHING ✓-a-- GRADE CONCRETE SLAB FLORIDA C.A.NUMBER:25846 P TE CONCRETE SLAB GRAD /O - /\\/\\ /\ \ \ \ \ E 1 #5 CONT. / / /\//\/ /\/� GRAD8"CMU STEMWALL WITH(1)#4 @ 48-O.C. AND IN EACH CORNER. 8"CMU STEMWALL WITH 1 #4 48"O.C. " /_ o 0 00 \ O °e ° FILL CELL SOLID AT EACH#4 REBAR. AND IN EACH CORNER. o z %\`/�/ / \ \//�\ HOOK REBAR 12"INTO UPPER COURSE _ //\/ \//\//\ \ \\ \\\\\\\� \/ • \\/�� FILL CELL SOLID AT EACH#4 REBAR. \\/ . �e . y\\j\\j //\ \//\//�/ OF BLOCKS AND 6"INTO FOOTING. HOOK REBAR 12"INTO SLAB AND 6"INTO V-0" ONE STORY- 2( )#5 CONT. .� • . /5/(/-� / 6" n FOOTING. \�/\\\\\j j�\\�� 1-4 TWO STORY-(2)#5 CONT. o 11-8" ONE STORY-(2)#5 CONT. = :` A(,j V-8" ONE STORY-015 CONT. 1'-5" ONE STORY- 3 #5 CONT. V-8" TWO STORY-(3)#5 CONT. 1'-8" TWO STORY-(3)#5 CONT. 1'-9" TWO STORY-(3)#5 CONT. = �, (1715 WITH BRICK D SECTION-STEMWALL AT GARAGE SECTION-MONOLITHIC AT GARAGE _ EY K.HULSBEi2 A SECTION-STEMWALL WITH BRICK SE N-MONOLITHICS TSF E No.331 y2��+++++✓✓✓✓ SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD 1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT �i ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. 51'�♦+tB' r jDA *`0. -44 ENG VIII/►i�iiiiMiiell �� x ; CONCRETE SLAB o SILL PLATE _ ► F CONCRETE SLAB "- SIL ; PLATE CONCRETE SLAB w jj//// \ \ \ \ \ \ \ CONCRETE SLAB \\ /X,\/� \\\//\/\\�\\//\\!/\\!/\\!��\ GRADE GRAD \\ \\/ - 'a-- GRADE ,.• \\\/\\/\ \\\\/\\j � (1)#5 CONT. ! /\\// /�(1)#5 CONT. \'8 CMU STEMWALL WITH(1)#4 @ 48 O.C. ADD 8"x 16"CMU TO INSIDE OF N AND IN EACH CORNER. �/\/\/ \\/\ \\/\\/ STEMWALL AT POST LOCATION �\�\ \ \ \ FILL CELL SOLID AT EACH#4 REBAR. �i \\/\\/i \/\ ' `' \/\ //\/\/\ HOOK REBAR 12"INTO SLAB AND 6"INTO WITH(1)#4 VERTICAL IN EACH \� X/ WITH 6 FOOTING. 1'-0" ONE STORY-(2)#5 CONT. (AS NOTED) REINFORCEMENT(AS NOTED) 1'-8" ONE STORY- 2 #5 CONT. 1'-4" TWO STORY-(2)#5 CONT. AS NOTED REINFORCEMENT(AS NOTED) a 1'-8" TWO STORY-(3)#5 CONT. B SECTION-STEMWALL SECTION-MONOLITHIC E SECTION-PAD FOOTING AT PORCH STEMWALL SECTION-PAD FOOTING AT THICKENED EDGE SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. W BRICK VENEER WITH 1"AIR SPACE **ALTERNATE:MSTAM36 STRAPS IN LIEU OF EMBEDDED STRAPS(SEE DETAIL R ON SHEET SD-2)' CLIENT: AND WALL TIES SOUTHERN LIFESTYLE HOMES CONT.FLASHING;PROVIDE WEEP HOLES STHD14 STRAP NAILED TO N @ 33-O.C. BRICK VENEER WITH 1"AIR SPACE Q _ GARAGE DOOR POST. GROUT AIRSPACE BELOW FLASHING AND WALL TIES CO PA51 STRAP NAILED TO GARAGE EMBED STRAP INTO FOOTING PROJECT: a w DOOR POST.BEND STRAP INTO AS SHOWN. $ 88 ATLANTIC BEACH a CONT.FLASHING;PROVIDE WEEP Z LL FOOTING AS SHOWN. COUNTRY CLUB(2786) (1)#5 CONT. 2 o _ SILL PLATE HOLES @ 33-O.C. O Q JOB NUMBER: COUNTY: FILL JOINT WITH ELASTOMERIC Z 6"MIN. GROUT AIR SPACE BELOW FLASHING a JOINT FILLER SCALE: 2 SILL HEIGHT OF CURB VARIES(8"MAX.) ^"-' Y U- 3.._ ;�---�- o P TE #4 WITH 6"HOOK INTO FOOTING z o g -1 0 (U.O.N.) CONCRETE SLAB z _ — AND BENT 12"MINIMUM INTO i s GRAD /� CONCRETE SLAB G D <, _ THICKENED EDGE. < 9 RELEASE DATED NOT SCALE THIS DRAWING \\ \\\\\ a 07-30-15 " " - c� GRADE REVISIONS: 8 CMU STEMWALL WITH(1)#4 @ 48 O.C. o z -�- \ Y a ° °B AND IN EACH CORNER. %\\j + °°� <� s/s /\/ a ° IV FILL CELL SOLID AT EACH#4 REBAR. ��\ = I /`GRADE HOOK REBAR 12"INTO UPPER COURSE \��\��\�\��\��\\/ �i\\i a \/i J ° ° /i\\//\\/i n 5n \/ / ,�\� ° 8 °° \ice ;/ / / -� a°° /\//j// DRAWN BY: CMF OF BLOCKS AND 6 INTO FOOTING. / ° LZ ONE STORY- 3 #5 CONT. CHECKED BY: 1'-9" TWO STORY- 3 #5 CONT. JKH O 1'8" ONE STORY-(2)#5 CONT. 6"\M1U� \\\�\\i�\j\\j\\j \\j\jj _ V-8" TWO STORY-(3)#5 CONT. TITLE:FOUNDATION DETAILS SHEET 1 of 2 SECTION-STEMWALL AT GARAGE WITH BRICK SECTI N-MONOLITHIC AT GARAGE WITH BRICK F DETAIL-PA51 INSTALLATION (STEMWALL) DETAIL-STHD14 INSTALLATION MONOLITHIC SHEET: SD 1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACTSD-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT s SD-1 ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. ® J L r t SHOWER AREA L SHOWER AREA ULSBERG I MONOLITHIC FOOTING (2)MSTAM36-Z STRAPS NAIL EACH STRAP TO CRIPPLE STUD ENGINEERING, INC. — WITH(13)10d COM NAILS 11481 OLD ST.AUGUSTINE RD.,SUITE#202 8"CMU STEMWALL 3"MAXIMUM OVERHANG m JACKSONVILLE,FL.32258 OPTIONAL a FASTEN STRAP TO FOUNDATION P:904.886.2401 F:904.260.4367 Lu FORM EDGE ( ) Z LL jhulseng@bellsouth.net PLAN VIEW PLAN VIEW CONCRETE SLAB -Q WALL WITH(8)Y4'x 2Ya"CONCRETE SCREWS INTO MASONRY OR y FLORIDA C.A.NUMBER:25846 (8)Y"x 1%"CONCRETE SCREWS INTO CONCRETE. CONCRETE SCREWS SHALL BE POWERS"TAPPER"WITH PERMA-SEAL j� \�/�(1)#5 CONT. FINISH OR EQUAL. 3 GRADE \ \ \ \ r�r+rrrrrrrr (1}#4 CONT. \//\// \ � mrif 6"MIN. X /\\/\\/\\ 8"CMU STEMWALL WITH(1)#4 @ ihyj \/\/\/\i STRAP SHALL BE COVERED WITH HEIGHT OF CURB VARIES SILL 1)#4 CONT. /�/\,/�\"'48"O.C.AND IN EACH CORNER. SIDING OR STUCCO ♦`� ` `p SILL—\ - / /// \/\/ ♦` ' PLATE o\, \,\\,� FILL CELL SOLID AT EACH#4 PLATE CONCRETE SLAB HEIGHT OF CURB VARIES(8 MAX.) \\/ • \\/��/ REBAR.HOOK REBAR 16"INTO \ NOTE: • 6"MIN. /\\\�/\\\ ��// PORCH SLAB AND 6"INTO THIS DETAIL MAY BE SUBSTITUTED FOR ••. GRAD CONCRETE SLAB ��\;��\/ FOOTING. \ ; / 6 EITHER THE PA51 STRAP(STEMWALL) i �p7-30-�� GRAD l'-8' " �+,J, K HULSBERGA'P \� / 1-8 (2)#5 CONT. m ,!► FL`PE .1 • / / -- THE STHD14 STRAP(MONOLITHIC). Q .-' H. // 8»CMU STEMWALL WITH(1)#4 @ 48 O.C. o /��//\\// ///\\//� �: 15y +•' AND IN EACH CORNER. S SECTION-PORCH STEMWALL R DETAIL- EMBEDDED STRAP ALTERNATE • /Q �� FILL CELL SOLID AT EACH#4 REBAR. \ \'\�`� L $ NOTE: IF STEMWALL HEIGHT EXCEEDS 48 CONTACT °�,�u►iunn�u+�� » % '�• 'QL ENGIN HOOK REBAR 12 INTO SLAB AND 6 INTO \�/ \\/\\/ /\\j\\' SD-2 " FOOTING. ��\\��\\� /� ENGINEER FOR ADDITIONAL REQUIREMENTS. m V-0" ONE STORY- 2 #5 CONT. V-8^ ONE STORY-(2)#5 CONT. 1'4" TWO STORY-(2)#5 CONT. NOTE: 1'-8" TWO STORY-(3)#5 CONT. SAW-CUT CONTRACTION JOINTS(i.e.CONTROL JOINTS) o AS SOON AS THE CONCRETE HAS HARDENED ENOUGH m G SECTION-STEMWALL AT EXTERIOR WALL SHOWER SECTION-MONOLITHIC AT EXTERIOR WALL SHOWER NOT(TYPIC BE DAMAGED DURING THE cuT PRocEss. CALLY 1-4 HOURS IN WARM WEATHERHER) SD-2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT CONCRETE SLAB ENGINEER FOR ADDITIONAL REQUIREMENTS. U 0 000 \/\\ ° \ \ \ FILL CUT WITH 1"DEEP x%"WIDE SAW o ELASTOMERIC CUT AT DENOTED FILLER LOCATIONS. GRA1)#5 CONT. SILL CONCRETE SLAB CONCRETE SLAB j /\8"CMU STEMWALL WITH(1)#4 @ PLATE 48 O.C.AND IN EACH CORNER. - a FILL CELL SOLID AT EACH#4 a °a o - 9 REBAR.HOOK REBAR 16"INTO �\\; •` / �`o \\/ _ TRAD PORCH SLAB AND 6"INTO • s /\\: //\ \//\//\\/ \\/ 6" FOOTING. CONCRETE SLAB ONE STORY- 2 #5 CONT. (1)#5 CONT. (2)#5 CONT. 1'-8" TWO STORY-(3)#5 CONT. CLIENT: M SECTION-PORCH STEMWALL WITH BRICK T SECTION-TYPICAL SAW-CUT CONTROL JOINT I SOUTHERN LIFESTYLE HOMES SECTION-INTERIOR BEARING SECTION THICKENED EDGE H K SD-2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT SD-2 SD-2 SD-2 ENGINEER FOR ADDITIONAL REQUIREMENTS. PROJECT: 88 ATLANTIC BEACH COUNTRY CLUB(2786) JOB NUMBER: COUNTY:,t,I DUVAL BEARING POST(AS NOTED) TREATED POST t SCALE: 8" =1'-0"(U.O.N.) CURB HEIGHT VARIESABU_POST BASE WITH CONCRETE SLAB CONCRETE SLAB PAVERS BY OTHERS g DO NOT SCALE THIS DRAWING SILL $"GALV.ANCHOR EMBEDDED PLATE y RELEASE DATE: CONCRETE SLAB 12"(SET-XP ADHESIVE) 07-30-15 CURB HEIGHT VARIES REVISIONS: _ a 8"TALL,12" RE GRUTEDm CMU OR CASTQ-NAPLACECONCRETE ° �\ \ \�\\ \ \/\ \�/�\��%// /\r� o .4+ DRAWN BY: �,�\i� PEDESTAL ON 24»X 24*X 12»PAD W CMF AS NOTED REINFORCEMENT(AS NOTED) 8" (1)#4 CONT. 2'-0.. FOOTING WITH(2)#5 EACH WAY CHECKED BY: JKH TITLE: ONE STORY-L2 0 CONT. 1'-8" TWO STORY-(3)#5 CONT. FOUNDATION DETAILS Q SECTION-NON-BEARING STEPDOWN U DETAIL-PAD FOOTING AT PAVERS SHEET 2 of 2 J SECTION-BEARING STEPDOWN P SECTION-INTERIOR BEARING PAD FOOTING sD-2 sD 2 2 SHEET: SD 2 SD-2 S D-2 J L r ULSBERG ENGINEERING, INC. ROOF COVERING(BY OTHERS) 11481 OLD ST.AUGUSTINE RD.,SUITE#202 ROOF TRUSSES JACKSONVILLE,FL.32258 CORNICE DETAIL P:904.886.2401 F:904.260.4367 (BY OTHERS) jhulseng@bellsouth.net / m FLORIDA C.A.NUMBER:25846 II/ 1 � ' %s"OR l32"RATED SHEATHING,EXPOSURE I-SHINGLE ROOF ,s ,,rp�nurtu�anuer2"RATED PLYWOOD SHEATHING,EXPOSURE I TILE ROOF v /f/w,� SIMPSON%"0 x 6"TITEN HD OR 2x_No.2 SPF OR No.2 SYP \ '32"RATED SHEATHING,EXPOSURE I-METAL ROOF �E ,;.; �01 8"THR ADED ROD SET IN ADHESIVE SUBFASCIA WITH(2)0.131"x 3 Y" FASTEN WITH 0.113"x 2%"RING SHANKi ��ENDNAILS AT TRUSS U.O.N. NAILS @ 6"O.C.ON EDGES AND INTERMEDIATE SUPPORTS. .• L!CS . WITH INIMUM 4"EMBEDMENT ( ) / '•'� WITH UT&2"x 2"x 8"WASHER GYPSUM BOARD /V � • (: INSTALL@ 24-O.C.(U.O.N.) CONNECTOR AT EACH TRUSS a (SEE TRUSS,CONNECTION SCHEDULE) a �33�5 in SIMPSON SDWC 15600 SCREW @ 16-O.C. U.O.N. 7-3pT5 , SEE TIE-DOWN LAYOUT SHEET o0�,�1fF, f� BERG,PE (2)2x_SYP#2 DOUBLE PLATE(U.O.N.) E No.339 ; C DETAIL-ANCHOR BUT GYPSUM BOARD o COMMEtS�jS,��2# /DA .+++•� SD 3 %s"RATED SHEATHING,EXPOSURE I. "/'/`,•,o• �,�' FASTEN WITH 0.131"x 2 Y"NAILS @ 6-O.C.ON ,',+a�aLrnEN,�,�A��,`,, EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS. o (U.O.N.)(BLOCK ALL EDGES) m 2x_SPF#2 STUDS @ 16"O.C.-U.O.N.(SEE WALL LAYOUT) SIMPSON SDWC 15450 SCREW @ 16-O.C.-U.O.N. SEE TIE-DOWN LAYOUT SHEET ROOF COVERING(BY OTHERS) 2x_SPF#2 SOLE PLATE(U.0.N.)NAIL TO RIM E ROOF TRUSSES (1)SIMPSON SDWC 15450 SCREWS BOARD WITH 0.131"x 3 Y"NAILS @ 6"O.C. CORNICE DETAIL I THROUGH SOLE PLATE DOWN INTO EACH JOIST 9/2"RATED STURD-I-FLOOR(T&G)SHEATHING (BY OTHERS) r GLUED AND NAILED.FASTEN WITH 0.131'x2 Y2"RING / SHANK @ TO.C.ON EDGES AND 12"O.C.IN THE (1)SIMPSON SDWC 15600 SCREWS FIELD. FLOOR JOIST(I-JOIST SHOWN,SAWN THROUGH DOUBLE PLATE UP INTO EACH JOIST I ,/JOIST SIMILAR-SEE SECTION"C"ON 1 �! SD-4 FOR OPEN WEB TRUSS) 3 X16"OR'32" TED SHEATHING,EXPOSURE I-SHINGLE ROOF '32"RATED P YWOOD SHEATHING,EXPOSURE I-TILE ROOF \ GYPSUM BOARD 2x_No.2 SPF OR No.2 SYP \ _ X32"RATED SHEATHING,EXPOSURE I-METAL ROOF / \ RIM BOARD 9 SUBFASCIA WITH(2)0.131"x 3 Y" FASTEN WITH 0.113"x 2 3"RING SHANK ENDNAILS AT TRUSS(U.O.N.) NAILS @ 6"O.C.ON EDGES AND INTERMEDIATE SUPPORTS. NAIL JOIST TO PLATE WITH(2)0.131x 3 Ya'TOENAILS " GYPSUM BOARD / (2)2x_SYP#2 DOUBLE PLATE(U.O.N.) CONNECTOR AT EACH TRUSS SIMPSON SDWC 15600 SCREW @ 16-O.C. U.O.N. (SEE TRUSS CONNECTION SCHEDULE) SEE TIE-DOWN LAYOUT SHEET W ISIMPSON SDWC SIMPSON SDWC 15600 SCREW @ 16"O.C.-U.O.N. J CLIENT: SEE TIE-DOWN LAYOUT SHEET / TOENAIL RIM BOARD TO PLATE WITH SOUTHERN LIFESTYLE HOMES (2)2x_SYP# DOUBLE PLATE(U.O.N.) 0.131'0k Y"NAILS @ 8-O.C. • GYPSUM BOARD \ GYPSUM BOARD PROJECT: 88 ATLANTIC BEACH / 2x_SPF#2 STUDS @ 16"O.C. U.O.N.(SEE WALL LAYOUT) t COUNTRY CLUB(2786) 2x_SPF#2 S UDS @ 16"O.C. U.O.N.(SEE WALL LAYOUT) 1. DUVAL %s"RATED SHEATHING,EXPOSURE I. JOB NUMBER: COUNTY: 36"RATED SF EATHI NG,EXPOSURE I. FASTEN WITH 0.131"x 2 Y"NAILS @ 6-O.C.ON FASTEN WITH 0.131"x 2 Y"NAILS @ 6-C.C.ON 9 SCALE: EDGES AND 1 "O.C.ON INTERMEDIATE SUPPORTS. EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS. a NTS(U.O.N.) (U.O.N.)(BLO K ALL EDGES) APPLY SHEATHING HORIZONTALLY FOR STUCCO (U.O.N.)(BLOCK ALL EDGES) E $ DO NOT SCALE THIS DRAWING APPLY SHEATHING HORIZONTALLY FOR STUCCO APPLICATIONS,EXCEPT THAT 7116"STRUCTURAL 1 SIMPSON SDWC 15450 SCREW @ 16-O.C. U.O.N. = RELEASE DATE: APPLICATIONS,EXCEPT THAT 7116"STRUCTURAL 1 SIMPSON SDVIC 15450 SCREW @ 16"O.C.-U.O.N. RATED OR 15132"RATED SHEATHING MAY BE m SEE TIE-DOWN LAYOUT SHEET s 07-30-15 RATED OR 15132"RATED SHEATHING MAY BE SEE TIE-DOWI I LAYOUT SHEET INSTALLED VERTICALLY. REVISIONS: INSTALLED VERTICALLY. L 2x_TREATEI I SYP#2 SILL PLATE WITH ANCHORS (SEE DETAIL"," Y""THIS SHEET) INSET WALL FOR STUCCO 2x_TREATED SYP#2 SILL PLATE WITH ANCHORS INSET WALL X"FOR STUCCO APPLICATIONS r APPLICATIONS i (SEE DETAIL"C"THIS SHEET) DRAWN BY: CMF u g, CHECKED BY: JKH SEE FOUNDA ION DETAILS SEE FOUNDATION DETAILS s TITLE: FRAMING DETAILS B SECTION-TYPICAL EXTERIOR TWO STORY WALL SHEET 1 OF 3 A SECTION-TYPIC4 EXTERIOR ONE STORY WALL SD 3 SHEET: SD3 SD-3 L —SILL PLATE(BELOW) LSBERG 2x—CORNER FRAMING FULL ENGINEEKING, INC. (2)SIMPSON SDWC 15450 SCREWS HEIGHT STUDS(TYPICAL) THROUGH SOLE PLATE DOWN INTO EACH TRUSS (2)SIMPSON SDWC 15450 SCREWS 11481 OLD ST.JACKSONVILLE, .3 SUITE#202 THROUGH SOLE PLATE DOWN INTO EACH TRUSS JACKSONVILLE,FL. 60.4 SIMPSON SDWC 15450 SCREW @ 16-O.C.-U.O.N. 2258 (2)ROWS OF 0.131"x 3 y" P:904.886.2401 F:904.260.4367 NAILS @ 12"O.C. jhulseng@bells°uth.net 2x SPF#2 SOLE PLATE(U.O.N.)NAIL TO BAND SIMPSON SDWC 15450 SCREW @ 16"O.C. U.O.N. _ STAGGERED(TYPICAL) W FLORIDA C.A.NUMBER:25846 BOARD WITH 0.131"x 3 Y"NAILS @ 6"O.C. 2x_SPF#2 SOLE PLATE(U.O.N.) 0 o BAND BOARD PONYWALL TRUSS TRUSS 2x6 OR 2x8 FRAMED WALL OR RIM JOISTSILL PLATE(BELOW) 3 ��r�>�trm+nrrnrrrr, 2x4 CORNER FRAMING FULL HEIGHT STUDS `b i rrrr� s••• MINIMUM OF(3)2X4 BLOCKS 12"LONG NAILED `•``�� ;*' +•�•`�fIVJ '�f OPEN WEB TRUSS WITH(4)0.131"x 3'/a"NAILS TO EACH ADJACENT $ �tS' `(p STUD : t�+boV SHEATHING CONTINUOUS FROM BAND BOARD •�`� • ATE. FASTEN WITH ALTERNATE:INSTALL SOLID STUD IN THIS 3 • `� r� • TO UPPER PLY OF DOUBLE PL 77 2 • °; EDGE NAILING REQUIREMENTS OF UPPER WALL DOUBLE PLATE(U.O.N.) SPACE )- �R7-30-15 r1 TRUSS TO PLATE WITH (2)0.131"x 3 Ye NAILS SIMPSON SDWC 15600 SCREW @ 16'O.C.-U.O.N. — 2x4 CORNER FRAMING FULL HEIGHT STUD o oo:�'�EFFR i�tC. SEER P TOENAIL ` ` DOUBLE PLATE(U.O.N.) (2)SIMPSON SDWC 15600 SCREWS (2)ROWS OF 0.131'x 3 A' � c!' O L PE 315 • THROUGH DOUBLE PLATE UP INTO EACH TRUSS NAILS @ 12"O.C. SIMPSON SDWC 15600 SCREW @ 16"O.C.-U.O.N. CO 2x4 FRAMED WALL (2)SIMPSON SDWC 15600 SCREWS ° ERS ENGEN THROUGH DOUBLE PLATE UP INTO EACH TRUSS SECTION-TYPICAL FRAMING AT 9d CORN m �ii�ti1'ef SECTION-PARALLEL OPEN WEB FLOOR TRUSS J SECTION-TYPICAL OPEN WEB FLOOR TRUSS F SD-4 SD-4 E SD-4 NAIL SCAB TO TOP CHORD WITH o (4)0.131"x 3 Ya"NAILS ROOF OR FLOOR FRAMING(AS NOTED) ADD 2x4 VERTICAL SCAB IN EACH CONNECTOR IF NOTED(SEE CONNECTION SCHEDULE) c TRUSS IF NO WEB IS PRESENT (3)0.131"x 3 4" NAILS TYPICAL AT UPLIFT CONNECTOR(AS NOTED) EACH TRUSS 2x4 X-BRACE ACROSS LENGTH OF 2x4 SPF BLOCKING-NAIL WITH(2) SHEARWALL 0.131"x 3 Y4"NAILS AT EACH END (END NAIL OR TOENAIL) NAIL SCAB TO PLATE WITH(3) 0.131"x 3'/a"TOENAILS GYPSUM BOARD TRUSS(AS NOTED) (2)2x_SYP#2 DOUBLE PLATE(U.O.N.) 2x4 BLOCKING BETWEEN TRUSSES TRUSS BOTTOM CHORD TOENAILED TO DOUBLE PLATE WITH SIMPSON SDWC 15600 SCREW @ 16"O.C.-U.O.N. t 0.131"x 3Ya"NAILS @ 4"O.C. NAIL PORCH SHEATHING AS NOTED SEE TIE-DOWN LAYOUT SHEET DOUBLE PLATE 2x_SPF#2 STUDS @ 16"O.C.-U.O.N. _ (SEE WALL LAYOUT) EXTERIOR FRAMED WALL MINIMUM Vis"RATED SHEATHING, CLIENT: EXPOSURE I FASTEN AS NOTED SOUTHERN LIFESTYLE HOMES ON WALL LAYOUT(BLOCK ALL EDGES) R TO TRUSS QSD-4 SECTION-INTERIOR SHEARWALL PERPENDICULAR TO TRUSS GYPSUM BOARD PROJECT: D SECTION-EXTERIOR WALL PERPENDICULAR THREADED ROD ASSEMBLY(IF NOTED) s 88 ATLANTIC BEACH SECTION ONLY APPLIES WHEN REFERENCED COUNTRY CLUB(2786) SD-4 INTERIOR SHEARWALL IF NOTED)SHALL _ USE Vis"RATED SHEATHING FASTENED JOB NUMBER: COUNTY:nUVAL NAIL EACH END OF BLOCKING TO AS NOTED. scALE: R NTS(U.O.N.) BOTTOM CHORDS WITH(3)0.131"x 3 Y" SIMPSON SDWC 15450 SCREW @ 16"Q.C.-U.Q.N. o INSTALL 2x4 BLOCKING BETWEEN SEE TIE-DOWN LAYOUT SHEET s DO NOT SCALE THIS DRAWING TRUSS(AS NOTED) TRUSS BOTTOM CHORDS @ 12"O.C. RELEASE DATE: 2x_TREATED SYP#2 SILL PLATE WITH z 07-30-15 2x4 SPF NAILER-NAIL TO TOP PLATE WITH ANCHOR(SEE DETAIL"C"ON SHEET SD-3) REVISIONS: 0.131'x 34'NAILS @ 6-O.C. BOTTOM CHORD OF TRUSS 2x_SPF#2 SOLE PLATE NAIL PLATE WITH(3) AIL EACH BLOCK TO D WITH 0.131"x 3 X"NAILS 0.131"x 3'X"NAILS a a e a @ 8"O.C.-U.O.N. DRAWN BY: CMF FLOOR BEAM(AS NOTED) NAIL PORCH SHEATHING AS NOTED DOUBLE PLATE CHECKED BY: JKH EXTERIOR FRAMED WALL MINIMUM Vis"RATED SHEATHING, RAISED FLOOR CONDITION TITLE:FRAMING DETAILS EXPOSURE I FASTEN AS NOTED SLAB ON GRADE CONDITION ON WALL LAYOUT(BLOCK ALL EDGES) _ SHEET 2 OF 3 W K SECTION-TYPICAL INTERIOR BEARING AND/OR SHEARWALL SHEET: USS SECTION-INTERIOR SHEARWALL PARALLEL TO TRUSS TERIOR WALL PARALLEL TO TR H SD-4 SD-4 E SECTION EX SD-4 THIS SECTION ONLY APPLIES WHEN REFERENCED SD-4 r END VERTICAL BRACING REQUIREMENTS LAST TRUSS IN ROW REQUIRING BRACING ULSBERG NAIL DIAGONAL BRACE TO BLOCKING WITH(3)NAILS BRITTLE FINISH F EXIBLE FINISH 2x4 BLOCKING-TOENAIL OR ENDNAIL ENGINEERING, INC. RATED ROOF SHEATHING 16"O.C. 24"O.C. EACH END TO ADJACENT TRUSS WITH 11481 OLD ST.AUGUSTINE RD.,SUITE#202 BRACING 16"O.C. 24"O.C. (3)NAILS NAIL DIAGONAL BRACE TO INTERMEDIATE JACKSONVILLE,FL.32258 NONE REQUIRED 0"TO 53" " 0"TO 6 " 0"TO 59" .9 P:904.886.2401 F:904.260.4367 0 TO 47" ROOF SHEATHING WEBS WITH(2}NAILS jhulseng@bellsouth.net 21 2x4 L-BRACE 54"TO 114" 48"TO 99" 68"TO 145" 60"TO 126" 2x4 SPF No.2 DIAGONAL BRACE FLORIDA C.A.NUMBER:25846 ROOF TRUSS(BY OTHERS)WITH (TYPICAL AT EACH END OF o 2x6 L-BRACE 115"T0182" 100"T0158" 146"TO 2" 127"TO 201" BRACE(IF REQUIRED) j CONTINUOUS LATERAL BRACING) N NOTE: I I TO REPLACE(1)ROW OF LATERAL BRACING NAIL DIAGONAL BRACE TO TRUSS BRITTLE FINISHES ARE STUCCO OR ADHERED VENEER I I WEB WITH 3 NAILS INSTALL 2x4 No.2 SYP T-BRACE NAILED TO ( ) � ��o�0000uuu�uuj FLEXIBLE FINISHES ARE WOOD SIDING,HA DI-PANEL, I I 3 0�` Oak BRICK VENEER,ETC. �, I I �, EACH PLY OF TRUSS WEB AT 6"O.C.WITH (QUANTITY ' EY RATE ROOF SHEATHING <11 I I <'' 0.131"x 3"NAILS TO REPLACE(2)ROWS OF CONTINUOUS LATERAL BRACE +`�+ � AND LOCATION DEFINED BY TRUSS SHOP a 2x_ -BRACE NAILED TO I I LATERALBRACING INSTALL 2x6 No.2 SYP , > DRAWING.) t VERTICAL WEB WITH I'I T-BRACE NAILED TO EACH PLY OF TRUSS <i < •� S �� - 0.131 x 3"NAILS @ 6"O.C. - ---- I ------ --- WEB WITH 0.131"x 3"NAILS @ 6"O.C. NAIL CONTINUOUS LATERAL BRACE TO i415 33 , �•rf � _ EACH TRUSS WEB WITH(2)NAILS VERTICAL WEB IN GABLE - ---- --- i = END RUSSROOF TRUSSES(BY OTHERS) 15 s Q NOTES: = Y K G,Pie 2x_LOOKOUTS AT 48"O.C. (3)TRUSSES M1141MUM 1) CONTINUOUS LATERAL BRACES SHALL BE 1x4i 3 52 .• w NOTE: FOR CONTINU S LATERAL B CE COMME ''•. ++_ ++` > 16"OR: O.C. I rrrrr=� T-BRACING TO BE USED WHEN CONTINUOUS No.3 SYP OR 2x4 No.2 SPF OR BETTER(U.O.N.) ;�� Q�`+. z SPACING(SEE TABLE) LATERAL BRACING IS IMPRACTICAL. w 2) ALL NAILS SHOWN SHALL BE 0.131"x 3"NAILS ��aENoG,N�`P��` (U.O.N.) Z B SECTION-TYPICAL T-BRACE DETAIL-TYPICAL LATERAL TRUSS BRACINGis A DETAIL-TYPICAL VERTICAL BRACING AT GABLE END SD-6 SD-6 3 SD-6 w 0 m 2x4 SYP BLOCKING BETWEEN H2.5A AT EACI i LOOKOUT NAIL BRACE TO BLOCKING WITH(5)0.131"x 3 X"NAILS LOOKOUTS 2x4 LOOKOUT 30 @ 48"O.C.FOR (3}0.131"x 3 X"TOENAILS AT EACH EXTERIOR SHEATHING SHALL OVERHANG 2x6 BLOCKING BETWEEN TRUSSES WITH LOOKOUT TO TOP CHORD OF TRUSS. BE NAILED TO BOTTOM CHORD 3 0.131"x 3 Ya"NAILS EACH END ROOF SHEAT ING(AS NOTED) ( ) OF TRUSS WITH / 2x4 BLOCKING REQUIRED BETWEEN 0.131"x 2Y,"NAILS @ 6-O.C. / ROOF SHEATHING(AS NOTED LOOKOUTS s (U.O.N.ON WALL LAYOUT) = 2x_BARGE RAFTER BALLOON FRAMED STUDS (AS NOTED) I( �� FASCIA(BY OTHERS) SINGLE PLAT NAIL TO TRUSS BOTTOM CHO RDWITH 0.131"x 3 X" I I I I I 2x4 LOOKOUTS @ 48"O.C. NAILS @ 6"O.G. H3 CLIP OR EQUAL AT EACH LOOKOUT GABLE END TRUSS(DROP GABLE) it II E 2x6 BRACE SPACED @ 48-O.C.UNLESS CLIENT: D DETAIL-BALLOON FRAMED GABLE END LOW CEILING VAULT) I I I I I( I I OTHERWISE NOTED ON ROOF LAYOUT. SOUTHERN LIFESTYLE HOMES W SD-6 INTERIOR CEILING PITCH IS EQUAL TO OR LESS THAN OF EXTERIOR ROOF PITCH I I I I I I �� ADD 2x4 T-BRACE NAILED @ 6^o.c. PROJECT: WITH 0.131"x 2 Y2"NAILS IF BRACE I I I LENGTH EXCEEDS 9'-0". s 88 ATLANTIC BEACH H2 5A AT EP CH LOOKOUT I I I I I I o COUNTRY CLUB(2786) 2x4 LOOKO TS48"O.C.FOR @ I I I I I d I( �� L JOB NUMBER: COUNTY: OVERHANG m1&1036 DUVAL / ROOF SHEATHING(AS NOTED) 1 SCALE: NTS(U.O.N.) 2x4 SYP BLOCKING BETWEEN / � �'� g DO NOT SCALE THIS DRAWING LOOKOUTS / _ RELEASE DATE: BALLOON F RAMED STUDS 07-30-15 ® (AS NOTED ' SEE DETAIL"G"ON SD-6 REVISIONS: DOUBLE PL kTE GBC CLIP-(2)REQUIRED AT EACH BRACE !n INTERIOR V ' TOENAIL BOTTOM CHORD OF GYPSUM BOARD CEILING ULT 'TRUSS TO DOUBLE PLATE WITH DRAWN BY: EXTERIOR SHEATHING SHALL BECMF 0.131"x 3'/a"NAILS @ 8"O.C. W NAILED TO UPPER PLY OF CHECKED BY: DOUBLE PLATE WITH 2x4 DRYWALL BACKING INSTALLED NOTE:ALL 0.131"x 2 Yz"NAILS @ 6"O.C. \ CONTINUOUSLY BETWEEN BRACES ALL MEMBERS SHALL BE#2 SYP. U.O.N.ON ALL LAYOUT TITLE:TRUSS BRACING AND ( ) GABLE DETAILS E DETAIL-BALLOON FRAMED GABLE END HIGH CEILING VAULT F SECTION-GABLE END DIAGONAL BRACING G SHEET: sD s INTERIOR CEILING PITCH EXCEEDS% OF EXTERIOR ROOF PITCH SD-6 THREADED ROD NOT SHOWN FOR CLARITY sD-s o Q-6 J L r ULSBERG ENGINEERING, INC. -- 11481 OLD ST.AUGUSTINE RD.,SUITE#202 — JACKSONVILLE,FL.32258 -- EXTERIOR BEAM(AS NOTED) P.904 88seng@bellso6.2401 F: 0utth.net 67 W DOUBLE PLATE m FLORIDA C.A.NUMBER:25846 E 0 NOTCH BEAM AS REQUIRED TO 0 FIT BENEATH DOUBLE PLATE E BEAM BEARS ON(2)2x_JACKS (TYPICAL-U.O.N.) ,,,��{/ +��,rrsssr�i�••/�f'Oi�ri CONDITION: 1 .,` (NOTCHED BEAM) - A 0) i FREY K.}fULSBER�G PE:r 0. NAIL SHEATHING TO DOUBLE PLATE WITH Co ,, AL N o``� (2)ROWS OF 0.131"x 2%"NAILS @ 6-O.C. 8 ,��O/ttlllTttl1111tt��l,�,,,`` MONOLITHIC FOUNDATION-EXTERIOR NAIL SHEATHING ALONG BOTTOM OF HEADER @ 3-O.C. m %"x 8"TITEN HD SCREW ANCHOR or%"x 6"SCREW ANCHOR BY HURRI-BOLT,IN INSTALL SDWC 15600 @ 24"O.C. or%"THREADED ROD SET 4 Y"INTO ADHESIV EXTERIOR BEAM(AS NOTED) G STEMWALL FOUNDATION-EXTERIOR DOUBLE PLATE SD-7 0 Y"THREADED ROD SET 7"INTO ADHESIVE BEAM INSTALLED BENEATH DOUBLE PLATE E m INTERIOR APPLICATIONS- BEAM BEARS ON(2)2x_JACKS m IF EDGE DISTANCE EXCEEDS 5" (TYPICAL-U.O.N.) Metal Connect orFastening Schedule USE MONOLITHIC CONDITION CONDITION: 2 Si son ID USP ID Uplift Capacity obs) Fasteners Anchorage U.O.N. A35 MPA1 n1a (12)0.131"x 1/2 rua (DROPPED BEAM) ABU44-Z PAU44-TZ 2200(SYP) (12)0 162"x 2'h"or(12)0 162"x 312' 518"w1 7'embed ABU66-7 PAU66-TZ 2300(SYP) (12)0 162"x 2Ya"or(12)0.162"x 31/2" 518"wl 7'embed DETAIL-TYPICAL DTT2-Z INSTALLATION E DETAIL-EXTERIOR BEAM TO WALL CONNECTION CS16 RS150 1705{SYP or SPF} (11)0 148"x 3"in each end-(22)total nJa d B DSR RSPT6.2 775(SYP or SPF) (8)0.148'x 134"into studs n1a SD 7 (6)0 148'x 1 V into double plate SD-7 (USP DTB-TZ SIMILAR) DTT2Z DTB-TZ 2145(SYP)1835(SPF) (8)Y4"x 1'/i SDS h'w!4%'embed(mono)and 7'embed(stem) GBC HC520 n1a (5)0 131'x 1%"into gable brace n1a (7)0.131'x 2'/2"into double plate t MONOLITHIC FOUNDATION-EXTERIOR H2.5A nla:use RT7 600(SYP) (5)0.131'x 21/Y'in each end-(10)total n1a �"x 12"TITEN HD SCREW ANCHOR H2.5T nla:use RT7 545(SYP or SPF) (5)0.131'x 1Ys"in each end-(10)total n ALTERNATE ANCHOR: H3 RT3A 455(SYP) (4)0.131'x 2'/2"in each end-(8)total n1a y Or Y8"THREADED ROD SET 7"INTO ADHESIVE _ _ 1/z"x 6"TITEN HD H6 LFTA6 950(SYP)820(SPF) (8)0.131'x 2'/2"in each end-(16)total nla EXTERIOR BEAM MECHANICALLY GALVANIZED HB RIBA 745(SYP) (5)0 148'x 1'/a"in each end-(10)total n1a 0 STEMWALL FOUNDATION-EXTERIOR ( ) HDQ8 n1a:use UPHD8 7530(SYP)5495(SPF) (20)'l'x 3"SDS 718"wl 15'embed(SET epoxy only) ; (AS NOTED) WITH 2"x Y8"WASHER HDU5 PHD5 5645(SYP)4065(SPF) (14)%'x 2'l'SDs 518"w!7'embed(mono)and 12"embed(stem) %"THREADED ROD SET 12"INTO ADHESIVE HDU8 PHD6 6970(SYP)5020(SPF) (210)%-x 3'SDs 718"wl 15'embed(SET epoxy only) H6 CLIP FROM HETA16 HTA16 1810(SYP) (10)0.148"x 11/�' 4"embed POST TO BEAM HTS20,HTS24 or HTS30 HTW20,HTVV24 or HTW30 1450(SYP)1245(SPF) (10)0 148"x 3"in each end-(20)total n1a CLIENT: INTERIOR APPLICATIONS- HTSM16 or HTSM20 HTWM16 or HTWM20 1175(SYP) (8)0 148'x 3'into wood Na SOUTHERN LIFESTYLE HOMES IF EDGE DISTANCE EXCEEDS 5"USE LAP BEAM PLIES AND (4)%'x 2'ld Titen into CMU %"x 12-TITEN HD SCREW ANCHOR NAIL AS SHOWN-(5) (4)Y4"x 13/4 Titers into concrete 5 " " 0.131"x 3Ya"NAILS PER PLY HTT4 HTT4 4235(SYP) 3640(SPF) (18)0.162"x 2Y2" 518"wl 7'embed(mono)and 12"embed(stem) PROJECT: Or Y x 8 TITEN HD SCREW ANCHOR HTT5 HTT5 5090(SYP) 4375(SPF) (26)0.162"x 2Y2 518"w!7"embed(mono)and 12"embed(stem) $$ATLANTIC BEACH or% 12)0.131"x 1 Y2" n1a PT POST(AS NOTED) LSTA18 LSTA18 1235(SYP)1110(SPF) (7)0 148'x Fin each end-(14)total n1a o COUNTRY CLUB(2786) C DETAIL-TYPICAL HTT5 INSTALLATION MSTA MST 2 775(SYP))1455(F) (6)0.148'x 3'in each end-(18)total n1a H6 CLIP FROM POST T�j MSTA24 MSTA24 1640{SYP)1455(SPF) (9)0.148 x 3'in each end-(18)total Na � JOB NUMBER:1Z—1n,i COUNTY: SD 7 USP PH SIMILAR TO BEAM MSTAM24 MSTAM24 1500(SYP or SPF) (9)0 148 x 3'into wood nla ( ) ( DUVAL PT POST(AS NOTED) (5)'/'x 2'/ Titen into CMU SCALE: EXTERIOR BEAM I10 (5)v<'x 1%'Titen into concrete W NTS(U.O.N.) ABU POST BASE MSTA30 MSTA30 2050(SYP)1820(SPF) (11)0 148"x 3"in each end-(22)total n1a AS NOTED MSTA36 MSTA36 2050(SYP or SPF) (13)0 148"x 3"in each end-(26)total n1a E DO NOT SCALE THIS DRAWING MONOLITHIC FOUNDATION-EXTERIOR ( ) (AS NOTED) MSTAM36 MSTAM36 1870(SYP or SPF) (13)0 148 x 3"into wood n1a 8 THREADED ROD SET 15"INTO ADHESIVE %"THREADED ROD (8)Y,'x 2'Y4'Titen into CMU RELEASE DATE: P N VIEW AT TOP OF POST ; 'o, WITH NUT SET IN (s)�:x 1%"Titen into concrete - 07-30-15 MTS12 or MTS20 MTW 12 or MTVV20 10oo(SY P)860(SPF) (7)0.148'x 3'in each end-(14)total n1a REVISIONS: STEMWALL FOUNDATION-EXTERIOR .O ADHESIVEt L MTSM 16 or MTSM20 HTWM16 or HTVVM20 8bo(SYP) (7)0,148'x 3'into wood n1a /8"THREADED ROD SET 15"INTO ADHESIVE --- (7"EMBEDMENT) (4)Y4'x 2%"Titen into CM a ° - - ° (4)'l4'x 1'/a'Titen into concrete °a i I ° ° PA51 TA51 3685(SYP or SPF) (21)0.162"x 2Y2'or(21)0.162'x 3Y2" 4"embed DRAWN BY: INTERIOR APPLICATIONS- a r r / SPI-4 or SPH6 SPTH4 or SPTH6 680(SYP)585(SPF) (12)0 148"x 1 Y�' n1a w CMF IF EDGE DISTANCE EXCEEDS 5"USE a a ° a / SSP RSPT6 350(SYP or SPF) (4)0.148'x I%'into studs nla m CHECKED BY: JKH XV THREADED ROD SET 8"INTO ADHESIVE \ . 4 (3)0 148'x 1'"into double plate STHD14 STAD14 4430(SYP or SPF) (38)0148"x 3-Y4" 14'embed s TITLE: " (votes: METAL CONNECTOR SIDE VIEW AT BASE OF POST 1.All connectors are manufactured by Simpson Strong Tie or USP Structural Connectors(U O.N.) DETAILS D DETAIL-TYPICAL HDU8 INSTALLATION F DETAIL-TYPICAL CONNECTIONS AT EXTERIOR POST 2 SYP- °uthern Pine SPF-Spruce-Pine-Fir Fir 3 Mono=monolithic concrete.stem=masonry stemwall or bond beam N SHEET: SD 7 (USP PHD6 SIMILAR) SD-7 4.Anchorage refers to threaded anchors with noted diameters and embedment depths o SD-7 L r TRUSS ULSBERG HENGlNEERING, INC. �NS�ZGNE 11481 OLD ST.AUGUSTINE RD.,SUITE#202 JACKSONVILLE,FL.32258 P:904.886.2401 F:904.260.4367 w jhulseng@bellsouth.net OPTIMAL 221/20 FLORIDA C.A.NUMBER:25846 Op �ppoop a® 1 p° 00 _E pp pp p0 4- 30 a poo p®$pao p � pp 1�ppp ppp 0p0 Oppap p�pppbo�b i p Qp p ppOpppo�p� � m p TYPICAL SDWC SCREW >A TRUSS BEARING ON "A"ON SD-8 OR EDGE GRAIN BON SD-8 a `` «u:��a�unnu�npq� ', " SDWC SCREW IS " t ACCEPTABLE ��.�` _� `'�.,f %"MAX. $ �.�`/!''dC� •. � l TRUSS TO TOP PLATE SHOWN BEARING WALL N ��' •*��'? (RAFTER TO TOP PLATE SIMILAR) EDGE GRAIN BEARING CONDITION07-3 ' SDWC15600NOTE: S,1PqRSEY K.HULSBER¢, UTILIZE METAL INSTALLATION GUIDE TOOL �..1. P .3315 PROVIDED BY MANUFACTURER. aef�►aaaaaaa'� e A DETAIL-STANDARD SDWC ROOF TO WALL INSTAL LATI N TRuss , !�� • ��,,`'' SD-$ TRUSS ALIGNED WITH STUD ( ) O a O 6 3 E 3 `o d c E R m ONLY CLIPS ARE ALLOWED TRUSS BEARING ON V WITH THIS CONDITION END GRAIN p (NO SDWC SCREWS) (EXTENDED VERTICAL) 0 00 m SDWC SCREW IS NOT o ®®�® 040 0® ACCEPTABLE pp p p pp�qQ W BEARING WALL v` v END GRAIN BEARING CONDITION TRUSS TO TOP PLATE SHOWN (RAFTER TO TOP PLATE SIMILAR) DETAIL-SDWC AT EDGE 1 END GRAIN CONDITIONS D y SD-8 1"MIN MIN a =DO NOT INSTALL SDWC IN SDWC15600 ® HATCHED AREA CLIENT: B DETAIL-STANDARD SDWC ROOF TO WALL INSTALLATI N NOTES: SOUTHERN LIFESTYLE HOMES 1. INSTALL SDWC SCREW SO THAT FASTENER HEAD IS FULLY COUNTERSUNK SD-8 (TRUSS OFFSET FROM STUD) INTO THE DOUBLE PLATE(+s"} . 9 PROJECT: 2. VERIFY THAT THE ENTIRE SHANK OF THE SDWC SCREW IS INSTALLED INTO $ 88 ATLANTIC BEACH A WOOD MEMBER. o COUNTRY CLUB(2786) TRUSS(RAFTE R SIMILAR) t JOB NUMBER: COUNTY: 3. SCREWS ARE SHOWN INSTALLED ON THE INTERIOR SIDE OF THE WALL. INSTALLATIONS ON THE EXTERIOR SIDE OF THE WALL ARE ACCEPTABLE 3 SCALE: WHEN THE RAFTER OR TRUSS OVERHANGS THE TOP PLATE A MINIMUM OF NTS(U.O.N.) %"MINIMUM EDGE DISTANCE E (WITH OR WITHOUT A PLATE SPLICE) 3 " $ DO NOT SCALE THIS DRAWING 71. RELEASE DATE: 4. TYPICAL HURRICANE CLIPS PER TRUSS CONNECTOR SCHEDULE SHALL 07-30-15 ( ) REVISIONS: BE USED TO REPLACE MIS-INSTALLED SCREWS AND/OR SCREW INSTALLATIONS WITH WOOD SPLITTING. REMOVE SCREWS BEFORE INSTALLING CLIPS. OFFSET Y"FROM DRAWN BY: CMF SPLICE MA TOP PLATE 5. ATTACHMENT THROUGH END GRAIN VERTICAL IS NOT ALLOWED. SPLICE FOR FULL BE IN UPPERCHECKED BY: JKH OR LOWER VALUES PLATE 9 TITLE: SIMPSON SDWC TRUSS ANCHOR SYSTEM DETAIL-SDWC MINIMUM EDGE DISTANCE W a SHEET:. SD-8 SD-8 J L r Spacing i Stud-to-Plate Applications ULSBERG 1. Measurements shown are to the center of the fastener head. ENGINEERING, INC. Note:Strong-Drive6l SDW6 screws install best with a minimum 18v 2. Installation instructions are for 2x4, 2x6, or 2x8 stud fastened to single-.or double-top or bottom plate. 11481 OLD ST.AUGUSTINE RD.,SUITE#202 JACKSONVILLE,FL.32258 (if cordless)drill using the metal installation guide tool(provided)and P:904.886.2401 F:904.260.4367 a 730, 6-16be driver bit(provided). CREW DIdE S jhulseng bellsouth net FLORIDA C.A.NUMBER:25846 • One fastener driven in wide face of 2x4,2x6 or 2x8; / maintain minimum edge distance of 3/". Optimal 22'/2° e V o b r y = v�tltipNtUlU!!y \ 1 0 t x r/ tf,��I,I 300 \ {1 00 x r m ��`�`c'' VIE Y /a/." ♦ 0 1 rr � .ag • G ,:» r r - 7,5 - <" a .n 07-30-15 4x �� `,� EFF�YQ�PJtJLSBE�CfEf I E No.33t12 cc ENC, V ��tr�r�eiterztuuv�, a TWO SCREWS I Two fasteners driven into same wide face of 2x4,2x6 0 ' STUD-TO-TOP PLATE CONNECTION ' ■ 3/a„ m �� min / mIn � or 2x8.Maintain minimum edge distance of and R (This application requires SD C15600) ' maximum edge distance of 1”far proper spacing I 1 ) z t between fasteners. s 41 3µ V ✓ j �� F a /, � G V m y "T, � 3 / ,. d•311 v j k y ^�.,,' may. ✓Y""" - N R? .. 7 d CLIENT: / z y THREE SCREWS SOUTHERN LIFESTYLE HOMES Op imal 221/2° a oil ' Two fasteners driven into same wide face of 2x4,2x6 Atna "tTtltl" 3 11 . X t or 2X8.Maintain minimum edge distance of /4 and = PROJECT: a maximum edge distance of 1"for proper spacing $ 88 ATLANTIC BEACH II tr t 23/4 between fasteners. o COUNTRY CLUB(2786) 30� 2 4 One fastener driven within 1/s of centerline of 2x4,2X6 y JOB NUMBER: COUNTY: '~ or 2x8 on OPPOSITE wide face - a 15-1036 DUVAL .� 9- SCALE: NTS(U.O.N.) cc0 o DO NOT SCALE THIS DRAWING x - 4 - RELEASE DATE. .� A M S6f 37i. 3 - 07 3015 REVISIONS: STUD-TO-BOTTOM PLATE CON ECTION OVER DRAWN BY: CMF FO NDATION v �' _ w CONCRETE/MASONRY 4CHECKED BY: JKH (This application requires SD C15450) TITLE: SIMPSON SDWC ANCHOR W SYSTEM(SHEET 1 of 2) >a SHEET: SD-9 L r ULSBERG ENGINEERING, INC. 11481 OLD ST.AUGUSTINE RD.,SUITE#202 G; JACKSONVILLE,FL.32258 P:904.886.2401 F:904.260.4367 W ihulseng@bellsouth.net FLORIDA C.A.NUMBER:25846 OFFSET Y4"FROM SPLICE MAY TOP PLATE BE IN UPPER E OPTIMAL 22%° SPLICE FOR FULL OR LOWER VALUES 100 00 PLATE a 30 IH ° TOP PLAT40 E Pj 41AJ ( a') NOTE: 3 +1- TALLA ION GUIDE TOOL � � Y"MINIMUM EDGE DISTANCE SDWC15600 UTILIZE METAL INS (FOR FULL VALUES) PROVIDED BY MANUFACTURER. = �,` 07-30 15 0 G7= STUD % '. FL PEIaG3SBERG ER <315 ` SECTION ELEVATION y c :•.,, ,.•• ck PERSPECTNEL A DETAIL-NARROW FACE OF STUD TO TOP PLATE INSTALLATION SD-10 3 `o STUD o SDWC15600 y"MINIMUM EDGE DISTANCE " 3"(44-4 (FOR FULL VALUES) � 1 � 1 SOLE PLATE 0 0 30° 1 NOTE: OPTIMAL 22y 10° 0° 70FFSET)/4"FROM UTILIZE METAL NSTALLATION GUIDE TOOL OP PLATE SPLICEPROVIDED BY ANUFACTURER. FOR FULL VALUES t SECTION ELEVATION PERSPECTIVE R DETAIL-NARROW FACE OF STUD TO BOTTOM PLATE OVER WOOD FLOOR INSTALLATION CLIENT: � SOUTHERN LIFESTYLE HOMES SD-10 9 PROJECT: STUD $ 88 ATLANTIC BEACH - o COUNTRY CLUB(2786) y"MINIMUM EDGE DISTANCE SDWC15450 i 1 t JOB NUMBER: COUNTY:DUVAL r 21- (FOR FULL VALUES) 1 t SCALE: SPLICE NTS(U.O.N.) SILL PLATE o 8 DO NOT SCALE THIS DRAWING RELEASE DATE: t Ir d m 07-30-15 30° 1 +� e REVISIONS100 00 : Al OPTIMAL 22y , 4 rn OFFSET Y4"FROM DRAWN BY: NOTE: TOP PLATE LZ CMF UTILIZE METAL INSTALLATION GUIDE TOOL SPLICE FOR FULL 2 VALUES PROVIDED BY MANUFACTURER. CHECKED BY: JKH ELEVATION TITLE: - SECTION � SIMPSON SDWC ANCHOR PERSPECTIVE _ SYSTEM(SHEET 2 of 2) w DETAIL-NARROW FACE OF STUD TO BOTTOM PLATE 0 ER SLAB INSTALLATION SHEET: -10 SD-10 SD ® J L